Providing and Laying new footpath with RMC and shot blasted paver block and repairing of exisitng footpath & Kerbing at TP 41,42,43,56,217,221, Science city Area, Sola Bhagavat Area, Sola gam Area & other Different Place in Gota ward of North West Zone.Zone.

Name of Work Providing and Laying new footpath with RMC and shot

blasted paver block and repairing of exisitng footpath

& Kerbing at TP 41,42,43,56,217,221, Science city

Area, Sola Bhagavat Area, Sola gam Area & other

Different Place in Gota ward of North West Zone.Zone.

Estimate contract value(INR) Rs.

Period of Completion 12 Months (Excluding Monsoon)

Bidding Type Open/Limited

Tender Currency Type --------------

Tender Currency Settings --------------

Joint venture Applicable/Not Applicable

Rebate Applicable/Not Applicable

Amount Details:

Bid Document Fee: Rs

Bid Document Fee Payable to: Municipal Commissioner, Ahmedabad

Bid Security/ EMD (INR) Rs.

Bid Security/ EMD In Favor of Municipal Commissioner, Ahmedabad

Bid Document Downloading Start Dates Automatic System Generated

Bid Document Downloading Start Dates Automatic System Generated

Pre Bid Meeting --------

Last Date & Time for Receipt of Bids 28.09.2026 Time 18.00 HR

Bid Validity Period 120 Days

Submission of EMD.Tender fee and Other 29.09.2026 Time 17.00 HR

Documents during office hours : On date in the Office of Assistant Manager in the Office of

Assistant Manager (North West Zone Office, Rajmata

vijyaraje Sindhiya bhavan,Nr.Atithi dining hall,Judjes

bunglow road, Bodakdev

Bid Opening Date 30.09.2026 12.00 PM

Officer Inviting Bids: Assistant Manager(North West Zone)

Bid Opening Authority: Assistant Manager(North West Zone)

Address: Rajmata vijyaraje Sindhiya bhavan, Nr. Atithi dining

hall,Judjes bungalow road, Bodakdev

Contact details: 079-32981396

MAHANAGAR SEVA SADAN – NORTH WEST ZONE

“North West Zone Zonal Office”, Rajmata vijyaraje Sindhiya Bhavan,

Nr.Atithi dining hall, Judjes Bunglow Road, Bodekdev, Ahmedabad.

Web site: www.ahmedabadcity.gov.in Email: info@ ahmedabadcity.gov.in

Name of work: Providing and Laying new footpath with RMC and shot blasted paver block and repairing

of exisitng footpath & Kerbing at Chanakyapuri Area, Sattadhar Area and other different places in Gota

ward of North West Zone.

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SPECIAL CONDITION OF CONTRACT

1.0 Minimum required Equipments for the work

1.1 The contractor should have minimum machinery of its own ownership as mentioned below:

Any machineries / equipments required to execute the work as per site.

1.2 Contractor shall submit the list of equipments along with indemnity bond of ownership for above

equipments. If the same are to be procured on rental basis, than contractor shall submit the rental

agreement to AMC mentioning that all rental machineries shall be used exclusively for this tender work

of AMC allotted to contractor.

1.3 Contractor shall submit a bond mentioning that he will deploy separate machineries for each tender

allotted sitesto him.

1.4 Contractor shall increase & deploy required number of machinaries to complete the work within time

limit as and when asked by Ahmedabad Municipal Corporation.

4.0 Tax, Duties on Materials

All charge on account of Octroi, excise duties, terminal tax, sales tax, and Govt. duties / tax etc. on

material procured for the works from any source shall be borne by the contractor. No (P) or "C" or "D"

form shall be supplied by AMC for this purpose.

5.0 Submission of project schedule:

Contractor has to submit his work plan and methodology to complete the work within the time limit with

the tender documents and also as and when demanded by the AMC during the running project to

monitoring the progress of the Project only.

6.0 Reserved Rights

Municipal Commissioner Reserves right,

(1) To waive any qualifying criteria or information in any tender as a special case and to reject any or all

tenders without assigning any reason thereof.

(2) To increase / decrease the scope of work & also split the tender in two or more contracts without

assigning any reason even after the work is awarded.

(3) To allot number of tenders to successful bidders, in case if any contractor is lowest in more than

(4) To collect any required documents after bid opening and also reserves the right for

rejection/acceptance of any tender.

7.0 Testing charge

As per St. Committee's resolution, 0.5% testing charges shall be deducted from each R.A. Bill and the

amount of actual testing charges shall be adjusted in the final bill.

8.0 Liquidated Damages

8.1 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.

8.2 Conditions mentioned in the AMC Finance Department Circular No. 9 Dt. 18-05-2012 and Circular No.

Dt. 04-07-2012 and circular no. 53 dated 20/11/2014 and Circular No. 60 dated 24/9/2015 shall also be

8.0 Performacne Bank Guarantee

8.1 5% Security Deposit, submitted at the time of agreement shall be released after submission of a

performance bank guarantee @ 5% of final bill amount of work (including price variation) after Pre &

Post audit clearance of final bill. The security Deposit shall not be released if contractor fails to submit

Performance Bank Guarantee.

8.2 This performance bank guarantee shall be valid up to 45 days after completion of defect liability period

8.3 AMC reserves right to deduct any amount from this Performance bank guarantee which is levied from

the contractor due to poor performance during defect liability period.

9.0 Total Station Survey of Central line marking, different utilities, trees, encroachment etc :-

If necessary and as and when asked by the engineer in-charge, the contractor have to carry out total

station survey of each roads included in the tender showing central line of the road, location of

Manholes, Catch pits, Trees, Temples, Power Distribution Boards, Encroachments etc.. before starting

the work on site. Contractor shall have to submit such survery report if it is asked by Engineer in charge.

10.0 Retention Money

2% amount shall be deducted as retention money from each running bill. This retention money shall be

released along with final bill. AMC reserves right to deduct any amount to compensate the poor

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

11.0 Performance of Bidder in AMC Work

If works carried out by the bidder in last three years are found to be inferior quality or if the bidder is

alleged for malpractice in the tenders allotted to him in last three year, then to accept or reject his

tender, shall be sole discretion of Municipal Commissioner, A.M.C. i.e. Municipal Commissioner is at his

sole discretion may accept or reject the tender and the decision of Municipal Commissioner shall be

bound to the bidder.

Seal and Signature of the Bidder Additional City Engineer (NWZ)

Date: Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

1.1 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.

1.2 The works shall, inter alia, include the following, as specified or as directed.

A. Paver block / Road Works:

1) Site clearance, removal of tree stumps and dismantling of obstructions, encroachments etc.

before commencement of the works;

2) True and proper setting out and layout of the works as per the instruction of Engineer In Charge

at no extra cost, setting of bench marks, provisions of all necessary labours, instruments, and

3) Widening of existing carriageway .

4) Providing necessary road markings, road signs for traffic diversions.

5) Provision of suitably designed protective works for road.

6) Environmental measures.

7) Ensuring safe traffic movement at all times during construction.

8) Any other item of work as may be required to be carried out for completing the road works in all

respects in accordance with the provisions of the contract.

B. Other Works - General

1) During the period of the contract, the right of way and all existing roads shall be kept open for

traffic and maintained in a safe and usable condition. Residents along and adjacent to the works

are to be provided with safe convenient access to their properties at all times. Traffic control

and traffic diversions shall be used as necessary to protect the work and maintain them as

directed by the engineer and provided in the contract.

2) All aspects of quality assurance of various components of the work

3) Clearing of site and handing over of the works;

4) Rectification of the defects in the completed works during the defects liability period;

5) Submission of as-built drawings and other related documents

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

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

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

3.3 An enterprise / company may only participate in the bidding process if they are legally and financially

autonomous, operate under commercial law and are not a dependent agency of the Employer.

(i) Bidders shall not be under a declaration of ineligibility for corrupt or fraudulent or collusive or

coercive practices in accordance with ITB clause No.

(ii) Bidder(s) found to have conflict of interest shall be disqualified. For clarification purposes a

conflict of interest is when bidders:

(a) are associated with an agency or any of its affiliates which have been engaged by the Employer

to provide consulting services for the preparation of the design, specifications, and other

documents to be used for the procurement of the goods/works under these Bidding Documents

(b) or submit more than one bid in this bidding process. However, this does not limit the

participation of subcontractors in more than one bid.

3.4 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, Government 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 Experience of bidder

Experience of having successfully completed similar works during last 7 years ending last day of month

previous to the one inwhich applications are invited should be either of the following..

i. Three similar completed works costing not less than the amount equal to 40% of the estimate

put to tender 40% of the estimate put to tender.

ii. Two similar completed works costing not less than the amount equal to 50% of the estimate put

to tender 50% of the estimate put to tender.

iii. One similar completed works costing not less than the amount equal to 80% of the estimate put

to tender 80% of the estimate put to tender.

(Definition of similar works shall be as mentioned in Appendix-XI)

(Escalation factor as mentioned below shall be used to bring the value of such completed works to the

level of previous financial year)

Year Financial Year Enhancement Factor

Base (year of inviting tender) 2022-2023

Sub contractors experience and resources shall not be taken into account in determining the bidder’s

compliance with the qualifying criteria.

4.2 Organisation & Management

a. Memorandum of association/articles of association/partnership agreement etc.

b. Bids from the joint ventures are not acceptable.

c. Certificate of class of registration

4.3 Financial Status

4.3.1 Achieved an Average Annual financial turnover (in similar type of works only) during the last 3 years,

ending 31st March of the previous financial year should be at least 30% of the estimated cost put to

Tender. It should be duly certified by Chartered Accountant.

4.3.2 Escalation factor as mentioned above shall be used to bring the value of such completed works to the

level of financial year 2015-16.

4.3.3 If company did not exist for the last 5 years, corresponding figure for the year is to be taken as zero.

4.3.4 The agency should also produce solvency certificate of 20% amount of the cost of work.

4.3.5 Bid Capacity

Bidders who meet the minimum qualification criteria will be qualified only if their available bid capacity

is more than the total bid value. The available bid capacity will be calculated as under:

Available Bid capacity = (A* N* 2 - B)

A = Maximum value of works executed in any one year during the last five years (escalation factor as

specified in this section shall be used to bring/calculate the maximum value of works to the level of

financial year 2015-16) taking into account the completed as well as works in progress.

N = Number of years prescribed for completion of the works for which bid is invited.

B = Value of existing commitments and on-going works to be completed during the next N years (period

of completion of the works for which bid is invited)

4.4 Sub-Contractors' experience and resources shall not be taken into account in determining the bidder's

compliance with the qualifying criteria.

4.5 Performance of Bidder in AMC Work

If works carried out by the bidder in last three years are found to be inferior quality or if the bidder is

alleged for malpractice in the tenders allotted to him in last three year, then to accept or reject his tender,

shall be sole discretion of Municipal Commissioner, A.M.C. i.e. Municipal Commissioner is at his sole

discretion may accept or reject the tender and the decision of Municipal Commissioner shall be bound to

5.0 DISQUALIFICATION

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

disqualified if they have,

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

submitted in proof of the qualification requirements; and/or

b. 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.

c. Tampered the bid document in any manner.

d. Colluded with other prospective bidders for this work to arrive at quoted prices for the purpose

of restricting competition.

e. Indulged in inducement of any official of AMC and/or their consulting engineer and other

advisors in any manner whatsoever.

f. Proposal not submitted in accordance with this tender.

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

h. The bidder qualifies the proposal with his own conditions.

i. Proposal is received after due date and time.

j. Commercial proposal is enclosed with the same envelope as technical proposal

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

the due date of opening.

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

m. 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.

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

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

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

q. Any condition which affect the cost.

r. If it is joint venture.

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 familiarise

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,

i. 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.

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

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

iii. If the items stipulated in the tender shall not be executed as per site condition/ requirements.

No claim shall be entertained for the same.

iv. 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

1. Bill of Quantities

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

terms, technical specifications, Schedule B, forms, Annexers 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.

11.0 Pre Bid Meeting

11.1 Prospective bidders requiring any clarification of the bidding documents may notify the employer by

email or through fax/ post/ courier at the Employer’s address indicated in the Notice Inviting Tenders

twenty four (24) hours before the Pre Bid Meeting. Employer, at its sole discretion, may hold the Pre-

Bid Meeting at the time, date, and Venue.

11.2 The purpose of the meeting will be to clarify issues and to answer the questions on any matter that may

be raised at that stage.

11.3 Any modifications of the bid documents listed in Clause 9.1, which may become necessary as a result of

the pre-bid meeting or which are required in the opinion of the Employer shall be made by the Employer

exclusively through the issue of an amendment pursuant to Clause 12 and not through the minutes of

the pre-bid meeting.

11.4 Non-attendance at the pre-bid meeting will not be a cause for disqualification of a bidder.

11.5 Pre Bid Meeting shall be held on Date: 13/08/2018 at 16:00 Hrs. in the office of Additional City Engineer

(North West Zone), 3rd floor, North West Zone Office, Rajmata vijyaraje Sindhiya bhavan, Nr.Atithi

dining hall, JudjesBunglow Road, Bodakdev Ahmedabad

12.0 Amendment of Bidding Documents

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

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

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

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

12.3 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

12.4 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 appliacable& bound to the bidder.

C. PREPARATION OF BIDS

13.0 Language of the Bid

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

14.0 Documents comprising bid

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

A. Technical Bid

B. Financial Bid

14.2 To qualify for award of the contract, each bidder must upload the scanned copies of following

documents along with the submission of online bidding:

1. Scanned copy of Tender Fee

2. Scanned Copy of EMD

3. Scanned Copy of Required Registration Certificate

4. Scanned copies of original documents defining the constitution or legal status, place of

registration, and principal place of business

5. Scanned Copy of Solvency Certificate

6. An affidavit on a Stamp Paper, duly attested from the Notary Public, that the information

furnished with the bid documents is correct in all respects.

7. scanned copy of valid written power of attorney of the signatory of the Bid to commit the

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

14.3 Though, the scanned copies of above mentioned documents is required to be uploaded during

submission of e-bid on the e-tendering portal of (n) procure, however, following 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”

1. Bid security (EMD)

2. Tender Processing Fee

3. Certificate of “B” class in Road Works in PWD in Govt. R&B/CPWD/AMC or equivalent register

with any other state Govt. or institutions.

4. Memorandum of Association/Articles of Association as filed before the Register of Companies.

5. Original copy of valid written Power of Attorney of the signatory (whose digital signature

certificate is used during e-tender submission) of the bidder to commit the bid. This power of

Attorney shall not be older than 1 year from the date of last date of online submission of tender.

6. If the application is made by a firm in partnership, it shall be signed by all the partners of the

firm, above their full names and current addresses or by a partner holding the power of attorney

of the firm by signing of the application in which case a certified copy of power of attorney shall

accompany the application. A certified copy of the partnership deed, current address of the firm

and the full names, and current address of all the partners of the firm shall also accompany the

7. If the application is made by limited company or a limited corporation, it shall be signed by a

duly authorized person holding the power of attorney for signing the application which case, a

certified copy of the power of attorney shall accompany the application. Such limited company

or corporation will be required to furnish satisfactory evidence of its existence before the

contract is awarded.

8. Bidder shall have to submit the power of attorney for the person who will going to sign the

measurement book. In case of employee, If the holder of this power of Attorney will leave the

job, the contractor immediately shall have to submit the fresh power of Attorney for the newly

appointed person.

9. Bidder's financial capability and standing over at least past five years and relevant document.

10. Current Income Tax Clearance Certificate.

11. Bidder's present commitments.

12. The technical ability and qualifications of the bidder. Details of technical personnel with their

qualification & experience as per Statement No.4.

13. A list of the equipment the bidder possessed and that which he proposed to acquires and use

for the purpose related to the work

14. Bank Solvency Certificate.

15. Affidavits duly notarized (as per the format provided in Section III)

16. Notarised copy of experience certificate from concerned department not ranked below

Executive Engineer or equivalent, showing that the Bidder has successfully completed required

numbers of similar work in his own name.

17. Undertakings mentioned in Section III (Qualification Information) of this document.

18. Statements no. 1 to 6 with notarized supporting documents

19. Audited balance sheets for last three years.

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

to Bidders (ITB)

21. From 26AS from Last Five Financial Year.

15.0 Bid Prices

15.1 The contract shall be for the whole works as described in Bill of Quantity as described in sub-Clause

including the schedule-B based on the percentage rate in the Bill of Quantities submitted by the bidder..

15.2 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.

15.3 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

16.0 Currencies of Bid and Payment

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

17.0 Bid Validity

17.1 Bids shall remain valid for 120 days from the date of opening of the tender. A bid valid for a shorter

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

17.2 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, and in

compliance with Clause 36.0 in all respects.

18.0 Earnest Money / Bid Security

19.0 18.1 Earnest Money / Bid Security

18.1 The Bidder shall furnish, a Bid Security of the amount as shown in para 6 of the Table of IFB as part of his

bid, in the form of D.D. or pay order or Bank Guarantee in favour of Municipal Commissioner,

Ahmedabad valid for 60 days.

18.2 The issuing branch of the bank guarantee shall be of Ahmedabad / Gandhinagar City only.

The issuing branch of the bank guarantee shall be of Amdavad City only. As per Government of Gujarat

G.R.No. - EMD/4/2022/0002/DMO, Dtd-20/05/2022 & Circular of Finance Department AMC no. 03 Date:

28/04/2023, approved Banks are...

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

As per Government of Gujarat G.R. No. - EMD/10/2019/50/DMO Dt. 18/06/2019 & AMC Finance

Department, Circular No. (1) 48 Date:- 29/01/2012,(2) 58 Date 16/03/2012(3) 14 Date:-04/06/2013 (4)

Date:- 29/05/2018 (9) 12 Date:-22/07/2019, (10) Circular of Finance Department, AMC no. 26 Date:

25/11/2019 (11) Circular of Finance Department, AMC no. 21 Date: 19/06/2020 (12) Circular of Finance

Department, AMC no. 40 Date: 5/11/2020 (13) Circular of Finance Department, AMC no.12 Date:

14/6/2021 approved Banks are.

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A. Guarantees issued by following banks will be accepted as SD/EMD on permanent basis.

 All nationalized Banks

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

March- 31, 2022. The validity cut-off date in the GR is with respect to the date of issue of Bank Guarantee

irrespective of the date of termination of Bank Guarantee.

1 Commercial Banks :- 2 Co-operative and Rural Banks Of Gujarat :-

1. RBL Bank 1. The Mehsana Urban Co-operative Bank Ltd

2. Axis Bank 2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. ICICI Bank 3. Nutan nagrik Sahakari Bank Ltd

4. HDFC Bank 4. The Kalupur Commerical Co-operative Bank Ltd

5. Kotak Mahindra Bank 5. Rajkot Nagarik Sahakari Bank Limited

6. IndusInd Bank 6. The Gujarat State Co-Operative Bank

7. DCB Bank 7. Sarswat Bank

8. Tamilnadu Mercantile Bank 8. Saurashtra Gramin Bank

9. Ujjivan Small Finance Bank

10. A U Small Finance Bank

11. Federal Bank

12. Equitas Small Finance Bank

13. Bandhan Bank

14. Standard Chartered Bank

15. City Union Bank

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- The Defects Liability period shall be as under-

(a) for all works costing upto Rs. 50.000/- (amount put to tender) the period shall be 3 months from the certified

date of completion.

(b) for all works more than Rs. 50,000 and upto Rs. 1 crore (amount put to tender) the period shall be 6 months

from the certified date of completion or one monsoon, whichever is later

(c) for major projects costing more than Rs. 1 Crore, the period shall be 12 months from the certified date of

completion which should include one monsoon. For the purpose of deciding the monsoon period the 30th

September may be treated as the last date.

Tender Fee – 3,600.00 Date of submission: 29.09.2026

Earnest Money – 3,00,000.00 Date of Opening: 30.09.2026

Contractor’s Name & Address

AHMEDABAD MUNICIPAL CORPOATION

NORTH WEST ZONE - ENGINEERING DEPT.

TENDER ABSTRACT

Name of Work :- Providing and Laying new footpath with RMC and shot blasted paver block

and repairing of exisitng footpath & Kerbing at TP 41,42,43,56,217,221, Science city Area, Sola

Bhagavat Area, Sola gam Area & other Different Place in Gota ward of North West Zone.

Quantity Unit Rate Amount

1 Center Line Marking Preparaition of drawing and

Establishment of Center Line for the proposed Right Of

Way using Total Station survey method and Marking

using good quality enamel paint as directed by Engineer-

In-Charge. Contractor shall get the drawings approved

from Architect and submit to AMC before

commencement of the work. The work includes traffic

diversion provision so as to ensure smooth flow of

traffic.(Heritage Route Tapovan Visat Tender Approved

6.00 rate) Rmt 5133.93

2 Dismantling the following including loading, unloading

and disposal of unserviceable material for all lead or as

directed by Engineer-In-Charge and stacking the

serviceable material and backfilling the resulting

0.00 trenches and pits complete.

a 1500.00 central verge -kerb stone Rmt 8

b Dismantling tiled or stone floors laid in mortar including

stacking of serviceable material and disposal of

300.00 uservicalble material with all lead and lifts. Smt 27.44

c Demolition & disposal of unservisable material with all

300.00 lead and lift for unreinforeced concrete. (AMC sor) Cmt 348.1

d Demolition of brick work & stone masonry including

stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift (1) In

300.00 cement mortar. Cmt 314.5

e Demolition including stacking of serviceable materials

and disposal of unserviceable materials with all lead and

300.00 lift. (I) R.C.C work. Cmt 604.74

3 Scarifying of existing bituminous road surface (flexible

Pavement) by mechanical means upto required depth to

receive new tar road top layer i.e. seal coat and

bitumineous concrete including tools, plants, fuel, oil etc

and disposal of unserviceable material/ debries with all

lifts and leads As directed by engineer in charge.(CG

30.00 Road Approved Rate) Smt 22.23

4 Extra Rate Over Item of Excavation of Earth for

excavation of asphalt pavement / RCC of thickness up to

0.20 meter including demolishing the asphalt carpet,

metal,s oiling/cutting Reinforcement etc.comp. with

stacking the material as directed. (Based on Previously

0.00 approved rate by C E sir )

a 1500.00 up to 0.20 meter thickness (By Manual) Smt 71.1

b 0.20 to 0.30 meter (By any type of Breaker Machine or

R.C.C.Cutter machine including cost of operator, fuel, &

60.00 transportation etc complete. Smt 177.76

c 0.30 meter & above (By any type of Breaker Machine or

R.C.C.Cutter machine including cost of operator, fuel, &

60.00 transportation etc complete. Smt 311.08

5 Removing & recover of existing pipe line for sewer or

storm water above 300mm dia upto any depth &

Specials, removing any type of joint, carting it to the

Muni. Stores as & where directed as per instruction of

Engineer In charge with excavation & refilling.(CG Road

18.00 Approved Rate) Rmt 89.29

6 Dismantling of existing structural steel work for railing,

grill, gate, grating,jali, etc including foundation, sorting

the dismantled material, disposal unserviceable material

with all lifts and up to any lead at non objectional place

and stacking the serviceable material (structural

elements) upto AMC store including loading, unloading

as directed by Engineer-in-charge.(CG Road Approved

7 Removal of existing any type of paving or paving stones

of any type, any size, any thickness in required depth

including removing paver with spil sub base and breaking

sub base i.e concrete or metaling etc under the

supervision of concerned department, disposal

unserviceable material with all lifts and up to any lead at

non objectional place and stacking the serviceable

material (paver) upto AMC store including loading,

unloading as directed by Engineer-in-charge. (CG

2400.00 Road Approved Rate) Smt 43.75

8 Removal of existing kerb stones of any type, any size, any

thickness in required depth including removing kerb with

base PCC including excavation etc under the supervision

of concerned department, disposal unserviceable

material with all lifts and up to any lead at non

objectional place and stacking the erviceable material

(paver) upto AMC store including loading, unloading as

directed by Engineer-in- charge. (CG Road Approved

2394.00 Rate) Rmt 13.39

9 Pole Removal Removal of existing Light Poles/ telephone

pole/ electrical pole/ signage pole with fixtures/ signage

sheet/ all cabling work including excavation, Breaking

concrete foundation under the supervision of concerned

department, disposal unserviceable material with all lifts

and up to any lead at non objectional place and stacking

the serviceable material upto AMC store including

loading, unloading as directed by Engineer-in- charge.(CG

60.00 Road Approved Rate) No 2669.64

10 Traffic Signal Removal of existing Traffic Signal Poles with

all lighting arrangement and cabling work including

excavation, Breaking concrete foundation under the

supervision of concerned department, disposal

unserviceable material with all lifts and up to any lead at

non objectional place and stacking the serviceable

material upto AMC store including loading, unloading as

30.00 directed by Engineer-in-charge. (CG Road Approved Rate) No 2669.64

11 Shifting of pole Shifting of Telephone /Electric poles and

Lines with all cabling work including excavation, and

dismantling of foundation concrete and lines under the

supervision of concerned department, disposal

unserviceable material with all lifts and up to any lead at

non objectional place and stacking the serviceable

material upto AMC store including loading, unloading as

18.00 directed by Engineer-in-charge. (CG Road Approved Rate) No 5339.29

12 Removal Bus Shelter Removal of existing Bus Shelter with

all structure elements with seating arrangement, roof,

supports, advertise elements etc including excavation,

Breaking concrete foundation under the supervision of

concerned department, disposal unserviceable material

with all lifts and up to any lead at non objectional place

and stacking the serviceable material upto AMC store

including loading, unloading as directed by Engineer-in-

18.00 charge. (CG Road Approved Rate) No 13392.9

13 Repairing damaged M.H. and rasing M.H. up to road level

incl. removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and existing MH sheet cover, removing the debris

from MH and carting the same as directed. (Based on

Drainage SOR 2009-10) Road Resurface zonal tender

0.00 approved rate 2022-23

a 1200.00 (A) up to 0.15 mt. (@ Two Coarse) No 728.82

b 600.00 (B) up to 0.35mt. (@ Four Coarse) No 1155.44

c 150.00 (C) up to 0.65 mt. (@ Seven Coarse) No 1786.49

d 150.00 (D) up to 0.90 mt. (@ Ten Coarse ) No 2150.9

14 Repairing damaged I.C./ Raising removing damaged brick

work and repairing by brick masonry in C.M. 1:5 and

plaster in C.M. 1:3 and fixing C.I. steps and existing

chamber sheet cover, removing the debris from chamber

and carting the same as directed. (Based on Drainage

SOR 2009-10) Road Resurface zonal tender approved

15 Conveyance charge of earth, lime, murrum, building

rubbish, manure, garbage, sludge, excavated rock, fly

ash, aggregates of any kind executed outside the road

site. Rate also includes spreading & levelling etc

complete. Internal conveyance above 50 mt done within

the work site is not payable. (R&B 2021-22 Statement

No.5 Page no.5 & RA Approved St.Com.Res

a 30.00 a) Lead up to 1 Km. Cmt 23.38

b 30.00 b) Lead From 1Km to 2 Km. Cmt 30.94

c 30.00 c) Lead From 2 Km to 3 Km. Cmt 38.37

d 1200.00 d) Lead From 3 Km to 4 Km. Cmt 45.52

e 1200.00 e) Lead From 4 Km to 5 Km. Cmt 52.42

f 150.00 f) Lead From 5 Km to 10 Km. Cmt 78.54

g 150.00 g) Lead From 10 Km to 15 Km. Cmt 104.65

16 Barricading the entire break down or excavated area on

rental basis using wooden ballies / M.S.angles at max.

2.00 meter centre to centre, C.G.I. Sheet, reflective paint

/ Board outside to avoid accident & for smooth traffic

diversion & movement including cautionary board etc.

Item also includes for making temporary sufficient nos of

lighting arrangement throughout the work with

necessary required arrangement. ..The same shall be

removed after completion of work. (Only for break down

work from start to complete) (Based on Drainage SOR

2009- 10)Road Resurface zonal tender approved rate

17 Providing F.R.C. MH seat cover incl. carting to the work

site etc. comp. Directed. (Based on rate of central store

a (SET cover and frame) F.R.C. Extra Heavy Duty [EHD 35]

Machinehole Covers & Frame- 560mm ø clear opening,

120.00 The dimension of frame and cover as directed Set 6165.25

18 Carting and Fixing M.H., Chamber or Catchpite Seat and

Cover in line and level to match exisisting road level in

C.C. 1:2:4 and finishing smooth, watering and protecting

for 7 days etc. complete as directed. M.H. seat cover will

be supplied byA.M.C.(from any store) (AMC approved

19 Providing cast iron machine hole frame of weight 80 to

85 kg suitable for existing EHD- 35 FRC MH cover, rate

also incl. loading, unloading the frame as per

instruction by engg. in charge. (AMC approved Rate

1020.00 )Zonal Tender AMENDMENTS Kg 71.1

20 Constructing Bombay Pattern Type Catch Pit of size

x 0.60 depth up to 1 mt including excavation, B.B.C.C.

(1:5:10), 23 cms thick brick maso. wall in the prop. of CM

(1:6) with 40 mm thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement plaster inside the catch

pit in the proportion of CM (1:3) without jali etc. comp.

120.00 as directed. (AMC approved Rate ) No 3110.8

21 CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with

frame 600mm x 600mm clear opening etc. comp.. As

120.00 directed by engineer incharge. (AMC approved Rate ) No 1377.64

22 Providing and placing in position 100 mm thick factory

made fair finish Precast RCC Rectangular frame &

perforated/ slotted Covers on drains Alcock, Vyara, of

footpath of various sizes, of M- 25 grade cement

concrete for RCC work, including cost of moulding,

reinforcement, rendering, etc i.c. cost of cartage, all

leads & lift, handling at site etc. all complete as per

direction of Engineer-in-Charge.(CG ROAD Approved

23 Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and disposing

off the excavated stuff up to 50 Meter lead.(B)Dense or

Hard soil (R&B Dist. AHMEDABAD SOR 2021-22

30.00 No.04001B page No.41) Cmt 88.3

24 Excavation for foundation for depth from 1.5mto3.0min

cluding sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

30.00 Dense or Hard soil (R&B Dist. AHMEDABAD SOR 2021-22 Cmt 95.8

25 Excavation for foundation upto 1.5m depth including

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(A)Loose or

soft soil (R&B Dist. AHMEDABAD SOR 2021-22

30.00 No.04001A page No.41) Cmt 69

27 Box cutting the road surface to proper slope and camber

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

3000.00 directed upto 200 Mt. lead Cmt 205.35

28 Filling available excavated earth (excluding rock)

intrenches. plinth,sides of foundations etc. Inlayers not

exceeding 20cm. Indepth consolidating each disposited

layer by ramming and watering.(R&B Dist. AHMEDABAD

29 Filling in foundation and plinth with murrum or selected

soil in layers of 20cm. thickness including

watering,ramming and consolidating etc. complete. (R&B

1500.00 Dist. AHMEDABAD SOR 2021- 22 No.04008A page No.43) Cmt 192.45

30 Providing and laying cement concrete 1:5:10 (1- Cement :

5- fine sand : 10- graded brick bat aggregates 40mm

nominal size) and curing complete. SOR 23-24 IT NO

31 Providing and laying cement concrete 1:3:6 (1- Cement :

3- Coarse sand : 6- Hand broken stone aggregates 40mm

nominal size) and curing complete.(R & B SOR Item code

1020.00 05003A, NBO 5.3.2 Page 73) Road Zonal tender 2022-23 Cmt 4006.15

32 Supplying and Spreading good quality coarse sand free

from Impurities including Transporation to Site and

labour cost for Spreading etc. Comp. as directed.(

1020.00 Approved AMC rate)Road Zonal tender 2022-23 Cmt 312.5

33 Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers in sub- base / base

course on well prepared surface and compacting with

vibratory roller to achieve the desired density as per

0.00 Codal Provision.

a 1500.00 Production & Supply of WMM Cmt 1975

b 1500.00 Laying of WMM Cmt 35

34 Providing TMT Bar FE500D reinforcement for R.C.C.

Workincluding bending,binding and placing in position

3000.00 complete upto floor two level SOR 23-24 IT NO :05014C Kg 75.46

35 Providing, fabricating, assembling, hoisting / erecting and

fixing inposition structural steel work at all heights/ all

levels/ all shapes &sizes with all leads & lifts using any

type of section like MS Rolled Steel Sections, Hollow

sections, Tubular Sections, MS Plates, Chequered Plates

etc. all confirming to latest relevant IS codes for the work

of steel structures railings, signage pole, jali, gates, Bus

shelter, screen wall, smart pole, commercial pole, gantry

structure, grills, bracings, bollards, foundation plate and

bolt, platforms, brackets, cattle trap, framing

foradvertise box on lighting pole, electrical elements etc.

including straightening, cutting, bending, bolting and

welding the members all as per structural drawings and

as per detailed specifications (for materials &

workmanship) including necessary scaffolding/ staging,

anchor fasteners etc. complete in the situations

described hereinafter and comprising of : i) Profile

Cutting of components to required lengths/ widths and

shapes/ profiles; ii) Smooth grinding / machining of

edges / faces / all welding joints; iii) Necessary welding

(electric arc welding) for required weld lengths and sizes

shall be carried out by qualified welders.

iv) The fabrication work shall start only after approval of

the fabrication drawings. Any change required in the

fabrication drawings shall be carried out at no extra cost.

Fabrication shall be in a perfect Architectural

workmanship manner and as provided in Section V & VI

7215. v) Electrodes for welding, the procedure,

selection, test and inspection shall confirm to provisions

vi) Erection / hoisting shall commence only after

0.00 approval of fabricated parts by the Engineer in charge.

vii) Necessary arrangements of templates to keep the

foundation bolts in position, shall be made by contractor

0.00 without any extra cost.

viii) The rate shall include for applying two or more coats

of approved make and shade PU paint over two coat of

anti corrosive epoxy base primer, as per instructions. In

0.00 case of CNC work,

extra cost of CNC work shall be paid in relevant tender

36 Removing and refixing existing railing (upto 0.60 mt

height) as a barricadding or diversion lane as per

requirement of project execution stage and as directed

by engineer in charge. Rate shall be inclusive of required

foundation and steel member for fixing of railing. After

completion of work,contractor shall dispose all material

related to railing/ barricading i.e. disposal of

unserviceable material with all lifts and up to any lead at

non objectional place and stacking the serviceable

material (structural elements) upto AMC store including

loading, unloading as directed by Engineer-in-charge(CG

18.00 Approved Rate) Rmt 82.96

37 Providing and Casting in situ ordinary cement

concreteM200 for R.C.C. Raft and cutt off walls including

necessary shuttering laying, vibrating, ramming and

curing complete.(B) Walls, fom top of foundation level

upto floor two level (upto 10ton). SOR 23-24 IT NO

38 Providing & Applying Tri mix with Machine floater

machine on constructed RCC work including Machine &

30.00 Labour etc Comp as directed. Smt 48.21

39 Labour work for fixing any kind of paving with cement

pointing in CM 1:2, including watering, ramming etc

comp. as dir.For pavement aI) Laying on Sand

bedding as per requirement to fix the C.C.Block /

3000.00 Nibhada Stone in Line & Level Smt 69.64

40 Supplying and fixing of 380 mm H x 300 mm L x 200 mm

B Kerb block for Central Verge in M-20 grade using

mm nominal size black trap aggregate of Sevaliya/Timba

or equivalent quality for pre-cast blocks, reasonably

exposed finish/ formwork, mould with well equipped

with vibratory system for kerb stones of approved design

including curing, etc. complete, including the cost of

formwork etc. complete. The rate shall also include

necessary cutting of asphalt, fixing the Kerb stones in line

and level on 5 cm thick sand bedding with necessary

equipments and materials. The rate shall also include the

flush pointing in CM (1:3) for all joints of the kerbstones.

Filling of zari alone the sides of the kerb stone fixed with

Bituminous concrete mixed in proper position as directed

by Engineer in change to form a portable mixture. In any

case Gravel or such type of materials shall not be allowed

for production.(AMC approved Rate )a) Laying on 5 cm

1800.00 thick Sand Bedding Rmt 431.96

41 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-

H Kerb block for Footpath in M-20 grade using 20 mm

nominal size black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks, reasonably

exposed finish/ formwork , mould with well equipped

with vibratory system for kerb stones of approved design

including curing, etc. complete, including the cost of

formwork etc. complete. The rate shall also include

necessary cutting of asphalt, fixing the Kerb stones in line

and level on 5 cm thick sand bedding with necessary

equipments and materials. The rate shall also include the

flush pointing in CM (1:3) for all joints of the kerbstones.

Filling of zari alone the sides of the kerb stone fixed with

Bituminous concrete mixed in proper position as directed

by Engineer in change to form a portable mixture. In any

case Gravel or such type of materials shall not be allowed

for production. (AMC approved Rate (a) Laying on 5 cm

5550.00 thick Sand Bedding Rmt 350.89

42 Pre cast concrete kerb Providing and fixing M25 Grade of

concrete precast exposed / Fair finish / texture finish

kerb stones of approved make as per approved sample of

any size and any type. Kerbs shall be fixed on the

foundation prepared as per approved design. The rate

shall also include for erecting and fixing the pieces in

position for complete kerb system with chamfered type

of kerbs including necessary accessories of kerb like

radius kerb, angles and quadrant kerbs, droplet kerbs

etc. complete as per drawing. Kerb shall be fixed as

paper joint without any jointing material. However

cement mortar shall be provided at the backside of kerb

stone joint. (Sample must be approved) Cost of

excavation, cutting , base , side filling shall includes as

directed engineer - incharge in above item description as

per BOQ (a) 450 hight x 600x 150 mm high median

60.00 kerb.As per approved rate Rmt 1061.61

43 Pre cast concrete kerb Providing and fixing M25 Grade of

concrete precast exposed / Fair finish / texture finish

kerb stones of approved make as per approved sample of

any size and any type. Kerbs shall be fixed on the

foundation prepared as per approved design. The rate

shall also include for erecting and fixing the pieces in

position for complete kerb system with chamfered type

of kerbs including necessary accessories of kerb like

radius kerbs, angles and quadrant kerbs, droplet kerbs

etc. complete as per drawing. Kerb shall be fixed as

paper joint without any jointing material. However

cement mortar shall be provided at the backside of kerb

stone joint. (Sample must be approved) Cost of

excavation, cutting , base , side filling shall includes as

directed engineer - incharge in above item description as

per BOQ (b) 380 x 600 x 150 mm high Footpath kerb. As

60.00 per approved rate Rmt 912.5

44 Providing & laying Mountable type Central Verge

including casting of Kerb of size 15.00 x 32.50 Cm by

mechanical Kerb casting machinery and oil paint colour

to Center verge (Kerb) by Yellow/white and Black patta

(Three Coat) one coat of priming & two coat of oil Paint

including cost of material required for paint and all

labourworketc complete as per direction, detailed

drawing and instruction of engineer incharge .(Including

Epoxy Piant of Approved Quality) (Central Verge) Rate

300.00 Anlaysis as per AUDA tender Rmt 361.75

45 Supplying and fixing for central verge 230 mm L x

mm Width x 680 mm H Supplying & Fixing in M-20 grade

using 20 mm nominal size black trap aggregate of

sevaliya/timba or equivalent quality for pre-cast

blocks,reasonably exposed finish/formwork,mould with

well equipped with vibratory system for kerb stones of

approved design including curing,etc.complete,including

the cost of formwork etc.complete.THe rate shall also

include necessary cutting of asphalt,fixing the kerb

stones in line and level on 5 cm thick sand bedding with

necessary equipments and materials.The rate shall also

include the flush pointing in CM(1:3)for all joints of the

kerbstones.Filling of Zari alone the sides of the kerb

stone fixed with bituminous concrete mixed in proper

position as directed by engineer in charge to form a

portable mixture.In any case gravel or such type of

materials shall not be allowed for production. (based on

300.00 Road Project sor) Rmt 1376.75

46 Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size ;

shape (Usually Uni-Paver Blocks) using black trap good

quality aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as

mentioned in the drawing / instruction of engineer in

charge. Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per required

grading and specification. The paver block shall be

mechanically compacted. The work of paving blocks shall

be executed in line and level by skill mason of flooring

work only. It should be laid in such a way that the no

cutting of the paver block to be necessary. if cutting of

paver block necessary then it should be cut by machine

only and carting. The finished surface of the paver block

shall have resonably good, plain finished. Paver blocks

shall be compacted and shall be relaid if necessary.

Gravel or such type of materials shall not be allowed for

production. Laying on 5cms thick sand beddding.(AMC

5970.00 approved Rate ) Smt 501.6

47 Providing and laying of interlocking grey Paver Blocks of

high density 80mm thick made from M-40 grade

concrete using 6 mm to 20 mm machine crushed well

graded stone aggregate, sand of approved quality, OPC

53 grade cement with contractor's own concrete mix

design as approved by AMC, for parking, road. Cost

Includes formwork, using rubber/FRP mould, laying paver

block as per required grading and specification laid paver

block shall be mechanically compacted. The work of the

paving blocks shall be executed in line and level by skilled

mason of flooring work only. It should be laid in such a

way that the no cutting of the paver block to be

necessary. Cutting of paver block by machine cut only

and carting to be done. The Finished surface of the Paver

Block shall have reasonably good plain finish. Paver

blocks shall be compacted and shall be re-laid if

necessary. Gravel or such type of materials shall not be

allowed for production. Laying on 5 Cms thick sand

1800.00 bedding. Smt 572

48 Paver Block Providing and laying shot blasted Non -

interlocking, Paver blocks of specified thickness, size,

grade of concrete and colour machine made and blasting

by automatic shot blasting machine and high density of

as per approved sample of approved make for footpath,

parking areas, service lanes,cross over and other areas as

mentioned in the drawing. Including providing and laying

50 mm thick averave bedding layer of coarse sand below

paver block as per required grading and specification.

Laid paver block shall be mechanically compacted. The

work of the paving blocks shall be executed in line and

level by skilled mason of flooring work only. Small size of

paver block with same specification shall be used at

residue or at end. It should be laid in such a way that the

no cutting of the paver block to be necessary. If cutting

of paver block shall be required , than cut by machine

only and laying to be done by skilled flooring mason. The

finished surface of the paver block shall have coarse sand

Texture Finish. Pave blocks shall be compacted and shall

be re-laid if necessary. Actual laid area shall be measured

and paid without any wastage. (A) 60 mm thick M-35

2400.00 grade Grey Paver block of size 200mm x 200mm. Smt 669.65

49 Paver Block Providing and laying shot blasted Non -

interlocking, Paver blocks of specified thickness, size,

grade of concrete and colour machine made and blasting

by automatic shot blasting machine and high density of

as per approved sample of approved make for footpath,

parking areas, service lanes,cross over and other areas as

mentioned in the drawing. Including providing and laying

50 mm thick averave bedding layer of coarse sand below

paver block as per required grading and specification.

Laid paver block shall be mechanically compacted. The

work of the paving blocks shall be executed in line and

level by skilled mason of flooring work only. Small size of

paver block with same specification shall be used at

residue or at end. It should be laid in such a way that the

no cutting of the paver block to be necessary. If cutting

of paver block shall be required , than cut by machine

only and laying to be done by skilled flooring mason. The

finished surface of the paver block shall have coarse sand

Texture Finish. Pave blocks shall be compacted and shall

be re-laid if necessary. Actual laid area shall be measured

and paid without any wastage. (A) 80 mm thick M-35

600.00 grade Grey Paver block of size 200mm x 200mm. Smt 758.93

50 Labour work of fixing kurb any design of central verge,

(both side) footpath kurb, items includes necessary

excavation, asphalt cutting of any thickness, erecting in

line and position and pointing with cement mortar (1:3),

watering, etc complete, filling with zari along the side of

the kurb, the kurb stone fix prepared with bitumnious

900.00 top surface, as directed by engineer in charge. Rmt 136.4

51 Labour work for fixing interlocking blocks / any kind of

pavement on up to 50 mm thick sand bedding,

levelling,watering and fixing in line & level as well

cleaning the site etc.comp. as directed.(AMC approved

52 Bitumen Cutting Labour charge of cutting in bituminous

pavement. Cutting to be done with heavy duty tandom

cutting machine consist of diamond blade. Minimum

cutting depth shall be 75 mm from the finished level.

Cutting shall be perfeclty in line. The width and depth of

the removal of asphalt towards kerb stone shall be as per

the drawing. Bitumen shall be carefully removed so that

the the cutting edge towards the road should not be

disturbed. The work of removal of the asphalt will be

considered in this item as running meter of the cutting

done by machine. One cutting line will be considered per

length of the kerb stone. Bitumen and other debris shall

be disposed within 10.0 km. as per the instruction of the

engineer in charge. Surroundings shall be cleaned to the

60.00 satisfaction of the engineer in charge. Rmt 113.39

53 Removing and refixing of kerb Removal of

existing kerb stones of any type, any size, any thickness

in safe manner with base PCC including excavation etc

and refix the same as desired location as per drawing and

as directed by Engineer in charge. Rate shall be inclusive

of removing with all subbase (including excavtion),

refixed the same (approved before reuse) on existing

base PCC, addition kerb of same profile (if required and

shall be paid relevant tender item), disposal

unserviceable material with all lifts and up to any lead at

non objectional place and stacking the serviceable

material (paver) upto AMC store including loading,

300.00 unloading as directed by Engineer-in- charge. Rmt 72.32

54 Filling Zari Filling of Zari along the sides of the kerbstone

fixed, prepared with Bituminous Concrete mixed in

proper proportion as directed by Engineer- In - Charge to

form a pourable mixture. (Street Devlopment of

Dehgam Road From Devi Cinema road tender)

55 Providing and laying cement concrete tactile tile (for

vision impaired persons as per standards) of size 300 x

300 x 25 to 30mm of Vyara, Super, Nishu approved make

and pattern having water absorption not over 6% and

conforming to IS: 13801:1993, of approved make,

pattern and shade (with UV light resistant colours from

Lanxess only) in outdoor floors such as footpath, court

yard, multi modals location etc., laid on 30 to 40mm

thick base of cement mortar 1:4 (1 cement : 4 coarse

sand) in all shapes & patterns including grouting the

joints with white cement mixed with matching pigments

etc. complete as per direction of Engineer-in-Charge.(CG

600.00 Road Approved Rate) Smt 702.24

56 Pre cast Cylindrical Bollard Providing and fixing cylinder

pre cast bollard with exposed/ fair finished made in M-

30. Bollard is precast with cement concrete of M-30

grade by providing 4 no of 12 mm dia. tor steel by vibro

compaction method using FRP/steel mould for achive

shutttring finish as directed and approved by EIC. Sample

shall be approved. Approximate size of bollard is 900 to

1000mm height x 225 to 300mm dia. Rate shall be

inclusive of concrete, reinforcements as stated in the

item description, necessary moulds, pouring, placing,

compaction, necessary curing, all accessories required

for fixing, with all taxes, transportation, loading and

unloading charges. Additional reinforcement, if any shall

be measured and paid for in the relevant tender item.

The rate shall also include for erecting and fixing the

pieces in position etc complete as per drawing. The rate

shall also include the cost of excavation, base PCC M15

grade and finish good, curing etc complete as directed by

engineer in charge.(C G Road tender Approved Rate)

57 Providing and applying Synthetic Enamel Paint on

existing MS structural steel work with minimum two coat

of paint of approved make and shade including cleaning

all dust, durt and other foriegn matters, sand papering,

scafolding etc with all material labour equipments for all

height as directed by engineer in charge.(C G Road

4200.00 tender Approved Rate) Smt 66.07

58 Painting Two Coats on divider and footpath curb surface

/ New Concrete Surface ( Painting two coats after filling

the surface with synthetic enamel paint in all shades on

4500.00 new plastered concrete surfaces) (AMC approved Rate ) Smt 71.86

59 Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound

mm thick including reflectorising glass beads @ 250gms

per sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC:35. The finished surface to

be level, uniform and free from streaks and holes.)

150.00 Directional Arrow, Lettering. (AMC approved rate) No 510.62

60 Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin

Shanks Raised Pavement Markers made of polycarbonate

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 in

accordance to ASTM D 4280 Type Hand complying to

Specifications of Category A of MORTH Circular No

61 Providing and setting 50 to 60 mm thick rouge kotah

stone water table in line, level and in required gradient

including 25 mm thick beddcing in C.M. 1:6 (1 Part of

cement : 6 Part of coarse sand) with sufficient ramming

consolidation. Providing joints in C.M. 1:3 (1 Part of

cement : 3 Part coarse sand) and smooth pointing in C.M.

1:1 (1 Part of Cement, 1 Part of coarse sand) including

watering etc. complete and as per details in tender

specification & as directed by engineer in charge. (SMC

0.00 Approved tender Rate) Road Zonal tender 2022-23

b 300.00 Size : 1' x 1'(40 to 50 mm thick) Smt 103.52

62 Providing and fixing SS 304 grade satin finish perforated

dust bin / litter bin of size 850 mm x 300 mm x 850 mm

and capacity 50 Ltr each bin madeout of minimum

1.2mm thick sheet with pole of Saflow, Jindal, KMGS and

as per approved sample. Dust bin shall be floor mounted

with both side pivot for tilting having stand arrangement.

Both bin shall be covered with SS sheet. Dust shall be

having chemical resistant, blended with stabilizers, Anti

Corrosive, Anti Acidic, Non toxic and free from joints,

welds or rims; open from either side for easy garbage

drop even from distance, Dustbin shall be as per

approved and seperate Dustbin for Dry and wet Waste

shallbe provided( Green and Blue Colour Demarcation on

60.00 it) (CG Road Approved Rate) No 16261

63 Providing and making Tree pit. It includes excavation

upto 600 mm depth including removal of the debris, Size

of the pit is 1000 mm dia. Hume pipe of 900 mm dia NP2

class with 500 mm height to be placed in the excavated

pit and outside area of the Hume pipe to be filled with

the good quality earth completed as directed by

Engineer-in-Charge. Hume pipe shall be filled with the

garden soil,( 10Kg/ per Tree pit of Vermi Compost or

mixture of decade neem cake and tobaco powder). upto

required depth and remaining bottom part shall be filled

with good soil completed as directed by Engineer-in-

Charge. Rate includes rate of hume pipe, garden soil with

Vermi Compost or mixture of decade neem cake and

90.00 tobaco powder , good soil etc.(CG Road Approved Rate) No 844.87

64 Providing and fixing tree guard, fabricated from 25 x 25 x

3 mm MS angle and 32 x 32 mm of 3.2 mm thick MS weld

mesh as per drawing and details. Necessary provisions

for the anchoring to floor shall be made in the tree

guard. Tree guard shall be painted with 1 coat of epoxy

primer of 50 to 60 micron DFT (dry film thickness) and

top coats of Metal PU Paint of having DFT 40 to

micron of approved shade of MRF or equivalent paint as

per manufacture’s specification over all the surfaces or

as specified in the drawing as per the shade approved as

per the drawing and specification. The rate shall also

include the fixing of necessary name plate. (Sample to be

18.00 approved) (CG ROAD Approved Rate) No 2131.91

65 Providing and fixing 75 mm thick Tree Grating

950*950*75 mm as per design and drawing. The rate

shall be inclusive of providing and laying 50 to 80 mm

thick average bedding layer of coarse sand below tree

grating as per required grading and specification. The

centre of the grating to be same as the centre of the tree

trunk. The grating to be 8 pieces as per drawing. The

work of the grating blocks shall be executed in line and

level by skilled mason of flooring work only. (Sola

18.00 Scienecity Road tender Rate) No 836.61

66 Paver Block Providing and laying, Dished Channel

specified thickness, size, grade of concrete and colour

machine made and blasting by automatic shot blasting

machine and high density of as per approved sample of

approved make for suite drain besides paking area and

other areas as mentioned in the drawing. Including

providing and laying 50 mm thick average bedding layer

of coarse sand below dished channel as per required

grading and specification. Laid dished channel shall be

mechanically compacted. The work of the dished channel

shall be executed in line and level by skilled mason. Small

size of dished channel with same specification shall be

used at residue or at end. If cutting of dished channel

shall be required , than cut by machine only and laying to

be done by skilled flooring mason. Actual laid area shall

be measured and paid without any wastage. (A) 600 mm

X 300 mm X 100 mm thick M-25 grade Grey dished

150.00 curved channel Rmt 907

67 DWC Pipes Supplying and laying following sizes Double

walled corrugated HDPE pipes confirming IS 14930 Part

& Part 2 of approved make in open / concealed in

manner including excavation and back filling (if required)

as per layout and drawing and re-filling the trenches etc.

complete as directed. (NP Class) 120 MM OD DWC

18.00 Pipe(CG Road approved Rate) Rmt 267.86

68 Brick work using common burnt clay building bricks

having crushing strength not less than 35kg./Sq.Cm. in

foundation and plinth in CementMortar 1:5. (1- Cement :

60.00 5 -fine sand)(B) Conventional Cmt 4011.66

69 Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for

interior plastering upto floor two level and finished even

300.00 and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Smt 186.55

70 P/L Ready Mix controlled cement concrete M. 200 &

curing complete, excluding the cost of form work and

17.998 reinforcement for reinforced concrete work in Cmt. 3980.17

71 Providing, supplying and fixing precast C.C. blocks (M-20)

edge kerb having size of 75 x 300 x 300 mm depth and as

per design conveying it to the site, jointing into C:M 1:3

and racking out the joints incl. necessary excavation of

600.00 asphalt, soil etc..completed. Rmt 219

72 Scraping oil paint from steel and other Metal Surface and

making the surface even ( with Hand scraping) bilding

4500.00 SOR 23-24 item code-0 page-141 Smt 48.83

73 Applying priming coat over old kerb surface after and

including,preparing the surface with ready mixed priming

4500.00 paint brushing red lead Smt 19.46

% ABOVE or % BELLOW

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

"North West Zone, Zonal Office", Nr. Atithi Hotel, Bodakdev Ahmedabad.

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors.

1 Name of work Providing and Laying new footpath with RMC and shot blasted paver block

and repairing of exisitng footpath & Kerbing at TP

Science city Area, Sola Bhagavat Area, Sola gam Area & other Different Place

in Gota ward of North West Zone.Zone.

2 Time Limit 12 Mornth (Excluding Monsoon)

3 Eligibility Criteria Register “B” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

4 Estimated Cost put to tender RS.

5 Earnest Money Deposit RS 3,00,000.00 Demand Draft, Pay order, or Cheque ,Bank

Guarantee(As per finanance circular No 22) in favour

of Municipal Commissioner, Ahmedabad) To be

submitted as prescribed in 7.0 below. Demand Draft

or Bank Guarantee shall be from Nationalized Bank

and valid for 120 days.

6 (A) Security Deposit: 5% of Tender Amount

(B) Retention 1. @ 2% of the value of work done will be deducted from each RA bill. It will

be released along with release of payment of Final Bill.

7 Tender fees (Non refundable) RS 3,600.00 Demand Draft / Pay order in favour of Municipal

Commissioner, Ahmedabad

8 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with Tender

Tender Fees as described in the invitation of tender and submitted to Assistant

Manager(North West zone) , Ahmedabad Municipal Corporation, North

West Zone, Zonal Office", Nr. Atithi Hotel, Bodakdev Ahmedabad

9 Tenders issue Tenders from the AMC website http://amc.nprocure.com shall be down

10 Last date of receiving 29.09.2026 TO 18.00 hrs only. The tenders received after

Tenders.Date. this date and time will not be entertained under any circumstances.

11 Date of Opening 29.09.2026 TO 12.00 hrs to Assistant Manager "North West

this date and time will not be entertained under any circumstances. Zone

Office", Rajmata vijyaraje Sindhiya bhavan,Nr.Atithi dining hall,Judjes

bunglow road, Bodakdev

12 Mode of sending the Tender Document shall be submitted in sealed envelope systems By RPAD/ Speed

Document post/ Hand Delivery/ Courier in sealed covers as described in submission of

13 Terms, Condition, & All general condition of contract of Form B1 condition of contract shall be

Specification applicable.

14 liquidated damages- 10% of the Amount For Balance work After Date of Completion or

Compensation For Delay extended time Limit.

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all the

tenders without assigning any reasons thereof.

CONTRACTOR'S SIGNATURE Add CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (Hereinafter called “the Employer”) invites sealed Tender

document from reputed and qualified bidders for the construction of Works detailed in the Table below.

Sr. Approximate value of Bid Security

Name of Works Completion Period

No. works (Rs.) (Rs.)

1 Providing and Laying new footpath RS 3,00,00,000.00 RS 3,00,000.00 12 months

with RMC and shot blasted paver

block and repairing of exisitng

footpath & Kerbing at TP

41,42,43,56,217,221, Science city

Area, Sola Bhagavat Area, Sola gam

Area & other Different Place in Gota

ward of North West Zone.Zone.

2 Tender (a complete set of bidding document) fee shall be Rs 3,600.00 in the form of Demand Draft

/ Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER, Ahmedabad, payable at

Ahmedabad, which shall be non refundable. The fees shall be paid at the time of submitting the tender.

3 Interested bidders shall download the tender documents from website http://amc.nprocure.com .

UP TO DT. 28.09.2026 at 18.00 HR tender fee as mentioned in clause 2 above shall be paid by

the bidder at the time of bid submission

4 All bids must be accompanied by Bid Security of the amount specified for the Works in the above Table

payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL CORPORATION, Ahmedabad. Bid

Security will have to be in any one of the forms as specified in Clause of ITB (Instructions to Bidders).

5 All Bids must be delivered to Assistant Manager "North West Zone, Zonal Office", Nr. Atithi Hotel,Bodakdev

Ahmedabad. Not later than DT. 29.09.2026 17.00 HR

Tender (a complete set of bidding document) fee shall be RS 3,600.00 in the form of Demand

6 Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER, Ahmedabad, payable

at Ahmedabad, which shall be non refundable. The fees shall be paid at the time of submitting the tender.

CONTRACTOR'S SIGNATURE Add. CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN no.)

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's signature

TENDER DECLARATION FORM

Add. City Engineer,

North West Zone,

Ahmedabad Municipal Corporation

Rajmata vijyaraje Sindhiya bhavan,

Nr.Atithi dining hall, Judjes Bunglow Road, Bodakdev

Name of Work: Providing and Laying new footpath with RMC and shot blasted paver block and repairing of

exisitng footpath & Kerbing at TP 41,42,43,56,217,221, Science city Area, Sola Bhagavat Area, Sola gam Area &

other Different Place in Gota ward of North West Zone.Zone.

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

the "Earnest Money Deposit."

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

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

necessary action as deemed fit.

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

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

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

provided for in the aforesaid documents.

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

conditions in the aforesaid documents.

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

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

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

I/We am/are bound to execute the job if the work order is issued within 90 days from the date of

opening of the tender.

I/We agree to pay the Government income-Tax, 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

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central Govt.

2. Contractor shall register the work to labour commissioner as per labour act.

3. Contractor shall not sub-let the work without permission of the authority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at different

sites simultaneously. Contractor's having labour force available during festivals shall only apply.

Contractor can not stop the work due to on availably of labour force.

5. Bitumen rate difference will be paid as per tender conditions, if applicable.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate bills of

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then contractor

shall not claim for any extra rate for non execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved" by the

Engineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to mean as a

reference to the latest edition of the same in force on the date of agreement.

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of specific

mention of a particular point or aspect, the provisions on these particular points, or aspects in the

relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest to the

following limits:

(i) Length, width and depth (height)------- 0.01 Meter.

(ii) Areas -----0.01 Sq. Mt.

(iii) Cubic Contents ------0.01 Cu.Mt.

15. The distance, which constitutes lead, shall be determined along the shortest practical route and not

necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall be taken

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,

specifications shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of work is in

the form of a designation containing the number of the specification of the material and prefix 'M' e.g.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve the

contractor from the responsibility of replacing defective material brought on site or materials used in

the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner. Materials shall be

stone at site of work in a systematic manner. Materials shall be stored in such a manner as to prevent

damage, deterioration or intrusion of foreign matter and to-ensure the preservation of their quality and

fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the site

of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient numbers and

in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the particular item.

27. All tools, templates, machinery and equipment for correct execution of the work as well as for checking

lines, levels, alignment of the works during execution shall be kept in sufficient numbers and in good

working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or over

loading of the various components of the structure during execution or after completion of the

29. All necessary safety measures and precaution (including those laid down in the various relevant Indian

Standards) shall be taken to ensure the safety of men, materials and machinery on the works as also of

the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one percent

towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days (90)

from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall furnish to the

Corporation Security Deposit of 5% (five percent) of the contract price cheque or Bank Guarantee, pay

order, or demand draft of Nationalized Banks and Schedule Banks only.

CONTRACTOR'S SIGNATURE Add. CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 Month 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.

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.

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

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 the work is not carried out within the specified time limit. from the date of order to start the work the penalty

of Rs.- ( As per Form - B1) per day of delay shall be recovered 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 rejected.

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

draft or in cash.

iv) Condition of Form - B1 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.

CONTRACTOR'S SIGNATURE Add. CITY ENGINEER

& STAMP (North West Zone)

TECHNICAL SPECIFICATIONS

Name of work : Providing and Laying new footpath with RMC and shot blasted paver block and repairing of

exisitng footpath & Kerbing at TP 41,42,43,56,217,221, Science city Area, Sola Bhagavat Area, Sola gam Area &

other Different Place in Gota ward of North West Zone.Zone.

Center Line Marking

Preparation of drawing and Establishment of Center Line for the proposed Right Of Way using Total

Station survey method and Marking using good quality enamel paint as directed by Engineer-In-Charge.

Contractor shall get the drawings approved from Architect and submit to AMC before commencement of

the work. The work includes traffic diversion provision so as to ensure smooth flow of traffic.

Necessary equipments for marking of Center line of Right Of Way like Total Station, Prism, Poles,

Wooden Pegs, Staff etc.

2.0 Workmanship:

The contractor shall prepare the drawing showing the center line along the length of the proposed

road and get the approval of AMC for the drawing before actual marking at site.

The drawing shall be prepared with the help of the survey drawing (soft copy) supplied by AMC/

Consultant. The drawings prepared shall be approved by AMC/ Consultant for use at site. The marking

of the way shall be carried out by a experienced surveyor. The line shall be marked using good quality

enamel paint approved by Engineer- In- Charge. The centerline shall be marked at a certain distance

from the existing central verge. The distance shall be as specified by the Engineer-In-Charge. The

centerline marking shall be done with white paint. It shall be marked continuously and shall be

minimum 50 mm wide.

Care should be taken during the marking procedure so that no hindrances are created to the ongoing

traffic by the progressing work. Necessary traffic provisions shall be provided to ensure smooth flow of

Mode of Measurement & Payment:

Rate shall be for Km marking done measured along the centerline.

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

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

resulting trenches and pits complete.

a. central verge -kerb stone.

b. Dismantling tiled or stone floors laid in mortar including stacking of serviceable

material anddisposal of unserviceable material with all lead and lifts.

c. Demolition & disposal of unserviceable material with all lead and lift for unreinforced

d. Demolition of brick work & stone masonry including stacking of serviceable

materials and disposal of unserviceable materials with all lead and lift (1) In cement

e. Demolition including stacking of serviceable materials and disposal of

unserviceablematerials with all lead and lift. (I) R.C.C work.

The demolition shall consist of demolition of one or more parts of the structure as specified or shown

in the drawings. Demolition implies taking up or down or breaking up. This shall consist of

demolishing whole or part of work including all relevant item as specified or shown in the drawings.

The demolition shall always be planned before hand and shall be done in reverse order of the one in

which the structure was constructed. Contractor is fully responsible for proper and safe demolition.

Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining work

or property, which is to be left intact, before dismantling and demolishing is taken up and the work

shall be carried out in such a way that no damages is caused to the adjoining property.

Wherever required, temporary enclosures or partitions shall also be provide 1. Necessary precautions

shall be taken to keep the dust nuisance down as and where necessary.

Dismantling shall be commenced in a systematic manner. All materials which are likely to be damaged

by dropping from a height or demolishing roof, masonry etc. shall be carefully dismantled first. The

dismantled articles shall be properly stacked as directed.

All materials obtained from demolition shall be the property of Government unless otherwise d shall

be keptin safe custody until handed over to the Engineer-in-charge.

Any serviceable materials, obtained during dismantling or demolition shall be separated out and

stacked properly as directed, with all lead and lift. All unserviceable materials, rubbish etc. shall b

stacked as directedby the Engineer-in-charge.

On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.

Mode of measurements & payment :

Measurements of all work except hidden work shall be taken before demolition dismantling and no

allowance for increase in bulk shall be allowed. The demolition of lime concrete shall be measured

under this item. Specification for deduction for voids, openings etc. shall be on same basis as that

employed for construction of work.

All work shall be measured in decimal system as fixed in its place subject to the following limits, unless

otherwise stated hereinafter : (a) Dimensions shall be measured to the nearest 0.01 mt. (b) Area shall

be worked out to the nearest 0.01 sq. mt. (c,d,e) Cubical connection shall be worked out to the

nearest 0.01 Cu.m.

The rate shall include cost of all labour involved and tools used in demolishing and dismantling

including scaffolding. The rate shall also include the charges for separating out and stacking the

serviceable materials properly and disposing the unserviceable materials with all lead and lift. The

rate also includes for temporary storing for the safety of the portion not required to be pulled down or

of adjoining property and providing temporary enclosures or partitions where considered necessary.

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

For Dismantling of Tiled Floor:

The relevant specifications shall be followed except the dismantling of tiled or stone floors laid on

mortars shall be done Dismantling implies carefully taking up or down or these are fixed by nail

screws bolts etc. the shall be taken out with proper tools.

Mode of measurement & Payment :

The supporting materials such as joints beams if any etc. shall be measured separately. The rate shall

includestacking the unserviceable materials as directed will lead and lift.

The rate shall be for a unit of (a) RMT (b) one sq. Meter (C) CMT(d)Cu.m(e)Cu.m

Scarifying of existing bituminous road surface (flexible Pavement) by mechanical means up to

required depth to receive new tar road top layer i.e. seal coat and bituminous concrete including

tools, plants, fuel, oil etc and disposal of unserviceable material/ debris with all lifts and leads As

directed by engineer in charge.

1. Relevant Specifications of item No – 3 shall be followed except for scarifying of existing bituminous

road surface as directed by engineer in charge.

2. The rate includes tools, plants and equipments (like JCB etc) wherever necessary for scarifying the

existing road bituminous road surface upto required depth to perform new tar layer as per

specifications including sorting the dismantled material, disposal of unserviceable material and

stacking the serviceablematerial with all lifts/ depth and leads as directed by engineer in charge.

The measurement shall be in Sq.mt for bituminous road surface.

Extra Rate Over Item of Excavation of Earth for excavation of asphalt pavement / RCC of thickness up to

meter including demolishing the asphalt carpet, metal,s oiling/cutting Reinforcement etc.comp. with stacking

the material as directed. (Based on Previously approved rate by C E sir )

(a) up to 0.20 meter thickness (By Manual)

(b) 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine including cost of operator,

fuel, & transportation etc complete.

(c) 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine including cost of operator,

fuel, & transportation etc complete.

Extra rate for excavation of asphalt payment of any thickness including demolishing the asphalt carpet, metal,

soiling etc. complete with stacking the materials as directed. The road surface of asphalt shall carefully be

opened to full width as directed by the Engineer in charge so as to remove all cracks or other damaged portions

of road either manually or with the soiling shall be first be stripped off for the whole width of trenches. All the

Fmaterials shall be separately deposited in such places as may be determined by the Engineer-in-charge. In case

rubble not being so deposited or being mixed up with the excavated materials will not be allowed for refilling.

The cost of materials shall be charged from the contractor. The decision of the C.E. shall be final and binding to

the contractor.

Mode of measurement

Measurement shall be paid by Smt basis.

Removing & recover of existing pipe line for sewer or storm water above 300mm dia upto any depth & Specials,

removing any type of joint, carting it to the Muni. Stores as & where directed as per instruction of Engineer In

charge with excavation & refilling.

1. Relevant Specifications of MORT&H fifth revision Section – 202 shall apply to this item.

2. The rate includes tools, plants and scaffolding wherever necessary, sorting the dismantled material,

disposal of unserviceable material and stacking the serviceable material with all lifts/ depth and leads

as directed by engineer in charge.

The rate includes tools, plants and scaffolding wherever necessary, for dismantling, removing any

type of pipe line for sear or storm water above 300mm dia upto any depth including excavation,

removing of pipe, back filling, watering, compaction, sorting the dismantled material, disposal of

unserviceable material and stacking the serviceable material with all lifts/ depth and leads as directed

by engineer in charge.

The measurement shall be in Rmt of removing pipe line.

Dismantling of existing structural steel work for railing, grill, gate, grating, jali, etc including

foundation, sorting the dismantled material, disposal unserviceable material with all lifts and upto

any lead at non objectional place and stacking the serviceable material (structural elements) upto

AMC store including loading, unloading as directed by Engineer-in-charge.

1.Relevant Specifications of MORT&H fifth revision Section – 202 shall apply to this item. 2. The rate

includes tools, plants and scaffolding wherever necessary, for dismantling, removing any type of

structural steel work in any elements for all height etc including removing, dismembering, sorting the

dismantled material, disposal of unserviceable material and stacking the serviceable material with all

lifts/ depth and leads as directed by engineer in charge.

The measurement shall be in Kg.

Removal of existing any type of paving or paving stones of any type, any size, any thickness in required

depth including removing paver with spil sub base and breaking sub base i.e concrete or metaling etc

under the supervision of concerned department, disposal unserviceable material with all lifts and up to

any lead at non objectional place and stacking the serviceable material (paver) upto AMC store

includingloading, unloading as directed by Engineer-in-charge.

1. Relevant Specifications of MORT&H fifth revision Section – 202.3 shall apply to this item.

2. The rate includes tools, plants and equipments wherever necessary for removing/ dismantling of

any type of paving including removing paver/ stone or other surface including all sub layer upto

required depth including sorting the dismantled material, disposal of unserviceable material and

stacking the serviceable material with all lifts/ depth and leads as directed by engineer in charge.

The measurement shall be in Sqmt for any type of road surface upto required depth.

Removal of existing kerb stones of any type, any size, any thickness in required depth including

removing kerb with base PCC including excavation etc under the supervision of concerned

department, disposal unserviceable material with all lifts and up to any lead at non objectional

place and stacking the serviceable material (paver) upto AMC store including loading, unloading as

directed by Engineer-in- charge.

1. Relevant Specifications of MORT&H fifth revision Section – 202.3 shall apply to this item.

2. The rate includes tools, plants and equipments wherever necessary for removing/ dismantling of

any type (i.e. height, thickness, grade etc) of kerb in central verge, median stone, foot path kerb, road

divider stone etc including removing kerb stone including all sub layer upto required depth including

sorting the dismantled material, disposal of unserviceable material and stacking theserviceable

material with all lifts/ depth and leads as directed by engineer in charge.

The measurement shall be in Rmt for any type of road surface upto required depth.

Item No. 9 Pole Removal

Removal of existing Light Poles/ telephone pole/ electrical pole/ signage pole with fixtures/ signage

sheet/ all cabling work including excavation, Breaking concrete foundation under the supervision of

concerned department, disposal unserviceable material with all lifts and up to any lead at non objectional

place and stacking the serviceable material upto AMC store including loading, unloading as directed by

Engineer-in- charge.

1. The relevant specifications for removal of existing Light Poles/ telephone pole/ electrical pole/

signagepole with fixtures/ signage sheet as per mentioned in item.

2. The rate includes excavation and dismantling of foundation concrete and lines under the

supervision of concerned department, stacking of all serviceable material to AMC store and

disposal of debris as per relevant item and paid.

The measurement shall be in Nos. basis of poles.

Traffic Signal Removal

Removal of existing Traffic Signal Poles with all lighting arrangement and cabling work including

excavation, Breaking concrete foundation under the supervision of concerned department,

disposal unserviceable material with all lifts and up to any lead at non objectional place and

stacking the serviceable material upto AMC store including loading, unloading as directed by

Engineer-in-charge.

1. The relevant specifications for removal of traffic signal and lines as per mentioned in item.

The rate includes excavation and dismantling of foundation concrete and lines under the

supervision of concerneddepartment, stacking of all serviceable material to AMC store and

disposal of debris as per relevant item and paid.

The measurement shall be in Nos. basis of traffic Signal Pole.

Item No. 11 Shifting Of Pole

Shifting of Telephone /Electric poles and Lines with all cabling work including excavation, and

dismantling of foundation concrete and lines under the supervision of concerned department, disposal

unserviceable material with all lifts and up to any lead at non objectional place and stacking the

serviceable material upto AMC store including loading, unloading as directed by Engineer-in-charge.

1. The relevant specifications for shifting of electric poles/ telephone pole and lines as per mentioned

in itemand as specified by engineer in charge.

2. The rate includes excavation,dismantling of foundation concrete and lines under the

supervision of concerned department, stacking of all serviceable material to AMC store and

disposal of debris as perrelevant item and paid.

3. The rate also include excavation, base concrete for re-fixing for temporary purpose, back filling,

makinggood etc complete.

The measurement shall be in Nos. basis of poles.

Item No. 12 Removal Bus Shelter

Removal of existing Bus Shelter with all structure elements with seating arrangement, roof, supports,

advertise elements etc including excavation, Breaking concrete foundation under the supervision of

concerned department, disposal unserviceable material with all lifts and up to any lead at non objectional

place and stacking the serviceable material upto AMC store including loading, unloading as directed by

Engineer-in-charge.

1. The relevant specifications for removal of Bus Shelter with all structure elements with seating

arrangement, roof, supports, advertise elements etc as per mentioned in item.

2. The rate includes excavation and dismantling of foundation concrete and lines under the

supervision of concerned department, stacking of all serviceable material to AMC store and

disposal of debris as per relevant item and paid.

The measurement shall be in Nos. basis of Bus Shelter.

(A) Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged

brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and removing manhole cover and debris from MH and carting the same as directed.

(A) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

(C) up to 0.65 mt. (@ Seven Coarse)

(D) up to 0.90 mt. (@ Ten Coarse )

Relevant specification shall be followed as per item description : Repairing damaged M.H. and rasing

M.H. up to road level incl. removing damaged brick work and repairing by brick masonry in C.M. 1:5

C.M. 1:3 and fixing C.I. steps and existing MH sheet cover, removing the debris from MH and carting

thesame as directed.

The measurement shall be in Nos. basis Manhole.

Item No. 14 Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick masonry in

C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and removing existing chamber sheet cover, removing the

debris from chamber and carting the same as directed.

Relevant specification shall be followed as per item description : Repairing damaged I.C./ Raising removing

damaged brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps

and existing chamber sheet cover, removing the debris from chamber and carting the same as directed.

The measurement shall be in Nos. basis of I.C.

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock,

flyash, aggregates of any kind Including spreading & levelling etc. complete.

• (a)Lead Upto 1 Km.

• (b)Lead From 1 Km to 2 Km.

• (c)Lead From 2 Km to 3 Km

• (d)Lead From 3 Km to 4 Km

• (e)Lead From 4 Km to 5 Km

• (f)Lead From 5 Km to 10 Km

• (g)Lead From 10 Km to 15 Km

Disposal of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly

ash,aggregates of any kind is subject to the following :

Unsuitable materials obtained from clearing site and excavation shall be disposed off within a lead of

200 meters or as per instruction given by Engineer in charge. Useful materials obtained from clearing

site and excavation shall be stacked and used within the work site. Internal conveyance above 200 mt

within the work site i.e. From starting chainage to End chainage of a given road WILL NOT BE PAYABLE.

Materials suitable for construction of Embankment, earthen shoulder and subgrade shall be stacked at

convenient places within a work site for reuse. No extra payment will be paid to the contractor for

stacking of earth within the work site and reused for the construction of Embankment layer, sub grade

and earthen shoulder purpose. Only surplus earth shall be disposed off outside the work site as per

instruction given by Engineer-In-charge. Useful stones from rock excavation shall be stacked nearly

within a lead of 50 M. and will be allowed to be used by the contractor on payment at rates laid down

in the contract or if not so aid down, at schedule of rates of the Division or at a mutually agreed rates if

there are no such rates in the Schedule of rates.

If surplus materials are required to be conveyed outside the work site i.e. Outside conveyance from a

particular stretch of given road will be paid in this item as per instruction of Engineer in charge. No

bulkage of disposed earth will be considered for the payment.

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

Barricading the entire break down or excavated area on rental basis sing wooden ballies / M.S.

angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board outside to avoid

accident & for smooth traffic diversion & movement including cautionary board etc. Item also

includes for making temporary sufficient Nos. of lighting arrangement throughout the work with

necessary required arrangement. The same shall be removed after completion of work. OR as per

the instructions of Engineer in charge.

1. The relevant specifications as given in items shall apply to this item.

2. The measurement shall be in Rmt. area of barricading for barricading sheet with proper

numbering, structural steel, with necessary excavation, concrete base etc including painting. Retro

reflective work and blinkers shall be paid in relevant item.

3. The rate includes labour, material, equipment, shifting of barricading as per requirement of

progress of work and removal the same after completion of work. (All material will be the

property of the contractor after completion of the project).

Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

a. F.R.C. Extra Heavy Duty (EHD-35) Machine hole Covers. Cover : 728mm ø & 100 mm thick circular

35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round bar for lifting the cover &

shouldbe fitted with plastic cups.

Cover shall be well casted and having good finishing. It shall be made from M300 grade.Concrete with

more than 0.5% fiber by weight of concrete as mention in IS:12592:2002. Three coats of Black

bituminous / anticorrosive paint must be applied on back side of covers. Each cover and frame shall

be marked with manufactures trade mark / loading grade, month and year of manufacturing (marking

shown in IS:12592:2002). The cover should be embossed with chequered design. Transportation

expenses will be borne by the contractor. IS:12592:2002 shall be followed for Production and Testing

of Frame and cover. The sectional weight of concrete of each item should be 2400 to 2500 kg./cu.m.

The rate shall be for a unit of

per Nos.Item No.18.

Carting and Fixing M.H., Chamber or Catchpit Seat and Cover in line and level to match existing road

in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete as directed.

M.H. seatcover will be supplied by A.M.C. (from any store) .

The rate shall be for a unit of

per Nos.Item No.19.

Providing and fixing cast iron machine hole frame of weight 80 to 85 kg suitable for existing EHD-35 FRC

MH cover, rate also incl. loading, unloading and fixing the frame in line and level to match existing road

level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete as per

instruction by engg. in charge.

The Item shall be carried as per Item mentioned in tender document and as per instruction of Engineer-

in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Kgs. Basis based on actual weight of Machine hole frame.

Constructing Bombay Pattern Type Catch Pit of size 600 mm x 600 mm & depth up to 1000 mm

including excavation, B.B.C.C. (1:5:10), 23 cms thick brick masonry wall in the prop. of CM (1:6) with

40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster inside the catch

pit in the proportion of CM (1:3) without jali etc. comp. as directed by E.I.C.

600mm x 600mm x 1000mm Depth

For detailed specification refer clause No. 24.44.1 of R & B Department booklet for General

TechnicalSpecification for building works

• Extra Depth of Catch pit size 600mm x 600mm for every additional depth of 100 mm

or Partthereof beyond 1000mm depth upto 1500 mm depth

For detailed specification refer clause No.24.46 of R & B Department booklet for General

TechnicalSpecification for building works.

Mode of measurement and payment

The contractor shall be responsible for any loss or damage to the catch pit up to the end of work.

He shallalso be responsible for the cleaning all bituminous material from the catch pit.

The rate shall be for a unit of one No.

Item No. 21 Catch Pit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening

etc. comp.. Asdirected by Engineer-in-Charge and/or his authorized representative.

For detailed specification refer clause No. 24.35 of R & B Department booklet forGeneral

TechnicalSpecification for building works.

The contractor shall be responsible for any loss or damage to the catch pit up to the end of work. He shall

also be responsible for the cleaning all bituminous material from the catch pit.

The rate shall be for a unit of one No.

Providing and placing in position 100 mm thick factory made fair finish Precast RCC

Rectangularframe & perforated/ slotted Covers on drains Alcock, Vyara, of footpath of various

sizes, of M-25 grade cement concrete for RCC work, including cost of moulding, reinforcement,

rendering, etc i.c. cost of cartage, all leads & lift, handling at site etc. all complete as per direction

of Engineerin-Charge.-in-Charge.

Water, Cement, Grit, Sand, Graded stone aggregate 20-mm. nominal size as per general specification of

other concreting.

Contractor shall have to manufacture the blocks as per the dimensions given in the drawing.

Specific machineries shall be used to manufacture the precast blocks. These machineries should be

compatible to produce blocks of required strength and dimensions. Moulds/ Dies of the machine shall be

dimensionally checked & to be got approved before commencing theproduction.

Contractor shall prepare proper Drying Yard for keeping the blocks before curing. The drying yard shall be

levelled and covered so that no shrinkage cracks are formed.

Contractor shall prepare adequate size curing pond to cure the blocks for not less than 21 Days. No

other means of curing shall be allowed.

The technical specification of concrete shall confirm to IS 456-20.118.

The concrete mix shall be M25. Concrete work shall have exposed concrete surface or as specified in the

The ingredients required for ordinary concrete containing one bag of cement of 50 Kg. By weight

(0.0342 m3.) for different proportions of mix shall be as per IS 456-20.78. The proportion of the

aggregate for the precast block shall be modified as per the approval of the engineer-in-charge.

The water cement ratios shall not be more than those specified as per IS. The cement of the mix shall be

increased, if the quantity of water in a mix has to be increased to overcome the difficulties of placement and

compaction so that the water cement ratio specified in the table is not exceeded.

The maximum size of coarse aggregate shall be as large as possible within the limits specified but in no case

greater than 1/4th of the minimum thickness of the member, provided that the concrete can be placed

without difficulty so as to surround all reinforcement thoroughly and to fill the corners of the form.

For reinforced concrete work, coarse aggregates having a nominal size of 20 mm are generally considered

Admixture shall be used in concrete only with approval of the Architect and Engineer-in-charge based upon

the evidence that with the passage of time, neither the compressive strength of concrete is reduced nor

are other requisite qualities of concrete impaired by the use of such admixtures.

For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall be kept

in first class working condition and maintained throughout the construction.Measured quantity of

aggregate, sand and cement required for each batch shall be poured into the drum of the mechanical mixer

while it is continuously running. After about half a minute ofdry-mixing, measured quantity of water

required for each batch of concrete mix shall be added gradually and mixing continued for another one

minute. Mixing shall be continued till materials are uniformly distributed and uniform colour of the entire

mass is obtained and each

individual particle of the coarse aggregate shows complete coating of mortar containing its proportionate

amount of cement. In no case shall the mixing be done for less than 2 minutesafter all ingredients have been

put into the mixer.

Mixers, which have been out of use for more than 30 minutes, shall be thoroughly cleaned before putting in

a new batch. Unless otherwise agreed to by the Architect and Engineer-in-charge, the first batch of concrete

from the mixture shall contain only 2/3rds of normal quantity of coarse aggregate. Mixing plant shall be

thoroughly cleaned before changing from one type of cement to another.

The degree of consistency which shall depend upon the nature of the work and methods of vibration of

concrete shall be determined by regular slump tests in accordance with IS: 120.9-20.59. The slump of

mm.to 25 mm. shall be adopted when vibrators are used.

All Moulds shall be cleaned and made free from standing water, dust, snow or ice immediately before

placing of concrete.

Formwork/Metal Mould for exposed concrete surface (If indicated):

All the moulds shall be checked for exact dimensions of the Precast blocks. All the edges of the Precast

blocks shall confirm the profile of the final drawing & edges/ curvatures of the moulds shall be checked

accordingly. Moulds shall be regularly checked for correctness of dimensions of Blocks, twists, bends due to

handling, etc. before starting every days work.

Care shall be taken to set all formwork/Mould in perfect line, level and plumb. Formwork/ Mould propping

shall be strong, rigid and sturdy. The formwork/ Mould shall be as per pattern & design shown in drawings.

Formwork/Mould shall be done accurately and precisely so as to achieve neat, clean and smooth concrete

surface, in line, level and plumb. Clinks, twists, offsets, warps, riveting etc. in plates or forms shall not be

allowed. Before placing concrete, forms shall be thoroughly cleaned off of all rust, dust and loose materials.

Colorless oil or grease of approved quality shall be applied before placing steel. Also the formwork material

will be of wood/ plywood/ steel or any sort of such material, as approved by the Architect; so that all

concrete surfaces have uniform colour.

For all kind of exposed concrete work only one brand (to be approved by the Architect or Engineer-in-

charge) of cement shall be used.

Removal of Moulds

Specific time shall be identified for removal of moulds, such that the concrete of the precast blocks shall

gain strength to withstand the stresses generated due to self weight and handling to drying yards without

any deformation to shape/ dimensions/ edges.

Sufficient time shall be given to the block after it is removed from the mould so that it can gain strength and

dry in shade to prevent any cracks due to shrinkage. This shall be done in drying yards.

Curing of block shall be done only in curing pond and curing shall be done for minimum 14 days.

Drying period after removing from pond & before delivery to site

Water should be drained of from the block before it is actually sent to the site. Time should be provided for

proper draining of water, which may be present in the block kept for curing in the pond.

Precaution shall be taken while transporting of the blocks to site.

The blocks should be loaded and unloaded with due care so as to avoid generation of stresses leading to

breaking of block.

Care should be taken to prevent the block from breaking during transporting.

The method of transporting and placing the precast members shall be as approved by the Architect and

Engineer-in-charge.

The block shall be placed in position on already prepared concrete surface as per the drawing.

Sampling and testing of concrete

Samples from fresh concrete shall be taken as per IS : 120.9-20.59 and cubes shall be made, cured and tested

at 7 days or 28 days as per requirements in accordance with IS : 516-20.59. A random sampling

procedure shall be adopted to ensure that each concrete batch shall have a reasonable chance of

being tested i.e. the sampling should be spread over the entire period of concreting and cover all mixing

units. NOTE : At least 1 sample shall be taken from each shift. Ten test specimens shall be made from each

sample, 5 for testing at 7 days and the remaining 5 at 28 days. The samples of concrete shall be taken on

each day of the concreting as per above frequency. The number of specimens may be suitably increased

as deemed necessary by the Architect and Engineer-in charge when procedure of tests given above

reveals a poorquality of concrete and in other special cases.

The average strength of the group of cubes cast for each day shall not be less than the specified cube

strength of 250 Kg/cm2. at 28 days. 20% of the cubes cast for each day may have value less than the

specified strength provided the lowest value is not less than 85% of the specified strength. If the concrete

made in accordance with the proportions given for a particular grade, does not yield the specified strength,

such concrete shall be classified as belonging to the appropriate lower grade. Concrete made in accordance

with the proportions given for a particular grade shall not, however, be placed in a higher grade on the

ground that the test strength are higher than the minimum specified.

If rock pockets/honeycombs in the opinion of Architect and Engineer-in-charge are of such an extent or

character so as to effect the strength of the structure, materially or to endanger the life of the steel

reinforcement, he may declare the concrete defective and require the removal and replacement of the

portion of the structure affected.

Mode of Measurements and Payment:

The rate shall include cost of casting, mould, curing, and the cost of reinforcement.

The Measurement of the item shall be in Sq.mt basis.

Excavation for foundation upto 1.5m depth including sorting out and stacking of useful materials and

disposing off the excavated stuff up to 50 Meter lead.(B)Dense or Hard soil

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or

his authorized representative. refer R & B Department booklet for General Technical Specification for

building works.

The mode of payment for this item shall be on CMT. Basis.

Excavation for foundation for depth from 1.5mto3.0min cluding sorting out and stacking of useful

material sand disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or

his authorized representative. refer R & B Department booklet for General Technical Specification for

building works.

The mode of payment for this item shall be on CMT. Basis.

Excavation for foundation upto 1.5m depth including sorting out and stacking of useful material

sand disposing off the excavated stuff upto 50 Meter lead.(A)Loose or soft soil

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or

his authorized representative. refer R & B Department booklet for General Technical Specification for

building works.

The mode of payment for this item shall be on CMT. Basis.

Excavation for foundation for depth from 1.5m to 3.0m including sorting out and stacking of

usefulmaterials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil

(R&B Dist.AHMEDABAD SOR 2021-22 No.04002A page No.41)

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or

his authorized representative. refer R & B Department booklet for General Technical Specification for

building works.

The mode of payment for this item shall be on CMT. Basis.

Box cutting the road surface to proper slope and camber for making a base for road work including

removing the excavated stuff and depositing on the road side slope as directed upto 200Mt.lead.

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

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

Clearing the site :

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

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

shall be property of the Government and be conveyed and stacked as directed. within 200 M. lead. The

roots of the trees coming in the sides shall be cut and coated with a hot asphalt.

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

After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall

assume full responsibility for alignment, elevation and dimension of each and all parts of the work.

Contractor shall supply laborers, materials, etc. required for setting out the reference marks and bench

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

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

depth as shown in the drawings or as directed. The contractor shall do the necessary shoring and

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

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

be 1 evened both longitudinally and transversely. as directed by removing and watering as required. No

earth filling will be allowed for bringing it to level, if mistake or any other reason excavation is made.

deeper or wider that shown on the plan or directed. The extra depth or width shall be made up with

concrete of same proportion as specified for the foundation concrete at the cost of the contractor. The

excavation up to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud :

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

ground in layer including ramming and watering etc. The balance of the excavated quantity shall be

removed by the contractor from the site of work to a place as directed with lead upto 200 M. and all lift.

Mode of measurement and payment :

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

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

for surplus excavation made in excess of above requirements or due to slopping and sloping back as

found necessary on account of conditions of soil , and requirements of safety.

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

Filling available excavated earth (excludingrock) intrenches. plinth,sides of foundations etc. Inlayers

exceeding 20cm. Indepth consolidating each disposited layer by ramming and watering.

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or

his authorized representative. refer R & B Department booklet for General Technical Specification for

building works.

The mode of payment for this item shall be on CMT. Basis.

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.thickness including

watering,ramming and consolidating etc. complete.

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or

his authorized representative. refer R & B Department booklet for General Technical Specification for

building works.

The mode of payment for this item shall be on CMT. Basis.

Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand : 10- graded brick bat

aggregates40mm nominal size) and curing complete.

Before starting the concrete the bed of the foundations trenches shall be cleared of all loose materials

and watered and rammed as directed. The proportion of cement, sand and hand broken stone

aggregates shall be one part of cement, 5 parts of coarse sand, 10 parts of hand broken stone

aggregates and shall so measured by volume. The concrete shall be mixed in a mechanical mixer at the

site of work. Hand mixing may however be allowed for smaller quantity of work if approved by the

Engineer-incharge. When hand mixing is permitted by the Engineer-in charge in case of breakdown of

machinery’s and in the interest of the work. it shall be carried out on a water tight platform and care

shall be taken to ensure that mixing is continued until the mass is uniform in colour and consistency.

The quantity of water shall be sufficient to produce a dense concrete of required workability for the

purpose. The concrete shall be handled from the place of mixing to the final position in not more than

15 minutes by the method as directed and shall be placed into its final position, compacted and finished

within 30 minutes of mixing with water i.e. before the setting commences. The concrete shall be laid in

layers of 15 cms. to 20 cms. The concrete shall be rammed with heavy iron rammers and rapidly to get

the required compaction and to allow all the gaps to be filled with mortar. After the final set, the

concrete shall be kept continuously wet, if required by pounding for a period of not less than 7 days

from the date of placement The concrete shall be measured for its length breadth and depth, limiting

dimensions to those specified on plan or as directed.

Mode of measurements shall be on CMT basis

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Hand broken stone

40mm nominal size) and curing complete

Before starting the concrete the bed of the foundations trenches shall be cleared of all loose materials

and watered and rammed as directed. The proportion of cement, sand and hand broken stone

aggregates shall be one part of cement, 3 parts of coarse sand, 6 parts of hand broken stone aggregates

and shall so measured by volume. The concrete shall be mixed in a mechanical mixer at the site of work.

Hand mixing may however be allowed for smaller quantity of work if approved by the Engineer-

incharge. When hand mixing is permitted by the Engineer-in charge in case of breakdown of

machinery’s and in the interest of the work. it shall be carried out on a water tight platform and care

shall be taken to ensure that mixing is continued until the mass is uniform in colour and consistency.

The quantity of water shall be sufficient to produce a dense concrete of required workability for the

purpose. The concrete shall be handled from the place of mixing to the final position in not more than

15 minutes by the method as directed and shall be placed into its final position, compacted and finished

within 30 minutes of mixing with water i.e. before the setting commences. The concrete shall be laid in

layers of 15 cms. to 20 cms. The concrete shall be rammed with heavy iron rammers and rapidly to get

the required compaction and to allow all the gaps to be filled with mortar. After the final set, the

concrete shall be kept continuously wet, if required by pounding for a period of not less than 7 days

from the date of placement The concrete shall be measured for its length breadth and depth, limiting

dimensions to those specified on plan or as directed.

Mode of measurements shall be on CMT basis

Supplying and Spreading good quality coarse sand free from Impurities including Transportation to Site

labour cost for Spreading etc. Comp. as directed.

As directed by engineer incharge & as per prevailing latest IS & IRC Code.

The mode of payment for this item shall be on Cmt. basis.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

specification including premixing the Material with water at OMC in mechanical mix plant carriage

of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the desired density etc complete.

Production & Supply of WMM to site of

worksLaying of WMM

This work shall consist of laying and compacting clean, crushed, graded aggregate and granular

material, premixed with water, to a dense mass on a prepared sub-grade/sub- base/ base or existing

pavement as the case may be in accordance with the requirements of these Specifications. The

material shall be laid in one or more layers as necessary to lines, grades and cross-sections shown on

the approved drawings or as directed by the Engineer.

The thickness of a single compacted Wet Mix Macadam layer shall not be less than 75 mm. When

vibrating or other approved types of compacting equipment are used, the compacted depth of a single

layer of the sub-base course may be upto 200 mm with the approval of the Engineer.

Physical Requirements

Coarse aggregates shall be crushed stone. The aggregates shall conform to the physical requirements

set forth in Table 19-1. Sevaliya/Timba/Ankodiya special aggregate is only acceptable.

If the water absorption value of the coarse aggregate is greater than 2 percent, the soundness test

shall be carried out on the material delivered to site as per IS:2386 (Part-5).

Table 19-1 : Physical Requirements of Coarse Aggregates for Wet Mix Macadam for Sub-base/Base

S. No. Test Test Method Requirements

1. Los Angeles Abrasion value or IS:2386 (Part-4) 40 percent (Max.)

Aggregate Impact value

IS:2386 (Part-4) or 30 percent (Max.)

2. Combined Flakiness and Elongation IS:2386(Part-1) 35 percent (Max.)*

indices (Total)

* To determine this combined proportion, the flaky stone from a representative sample should

first be separated out. Flakiness index is weight of flaky stone metal divided by weight of stone

sample. Only the elongated particles be separated out from the remaining (non-flaky) stone metal.

Elongation index is weight of elongated particles divided by total non-flaky particles. The values of

flakiness index and elongation index so found are added up

Grading Requirements

The aggregates shall conform to the grading given in Table 19-2.

Table 19-2 : Grading Requirements of Aggregates for Wet Mix Macadam

IS Sieve Designation Percent by weight passing the IS Sieve

600 micron 8-22

Material finer than 425 micron shall have Plasticity Index (PI) not exceeding

The final gradation approved within these limits shall be graded from coarse to fine and shall not vary

from the low limit on one sieve to the high limit on the adjacent sieve or vice versa.

Construction Operations:-Preparation of Base

The surface of the sub-grade/sub-base/base to receive the Wet mix macadam course shall be

prepared to the specified grade and camber and cleaned of dust, dirt and other extraneous material.

Any ruts or soft yielding places shall be corrected in an approved manner and rolled until firm surface

Where the Wet mix macadam is to be laid on an existing metalled road, damaged area including

depressions and potholes shall be repaired and made good with the suitable material. The existing

surface shall be scarified and re-shaped to the required grade and camber before spreading the

coarse aggregate for Wetmix macadam.

Preparation of Mix

Wet Mix Macadam should be prepared in an approved mixing plant of suitable capacity having

provision for controlled addition of water and forced/positive mixing arrangement like pugmill or pan

type mixer of concrete batching plant. For small quantity of wet mix work, the Engineer may permit

the mixing to be done in concrete mixers.

Quantity of water should not vary from OMC determined as per IS : 2720 (part VIII) by more than

agreed limit. The mixed material should be uniformly wet and no segregation should be permitted.

Spreading of mix

Immediately after mixing, the aggregates shall be spread uniformly and evenly upon the prepared sub

grade/sub-base/base in required quantities. In no case should these be dumped in heaps directly on

the area where these are to be laid nor shall their hauling over a partly completed stretch be

The mix may be spread either by a paver finisher or motor grader or as per instruction of Engineer-in-

Charge and/or his authorized representative. For portions where mechanical means cannot be used,

manual means as approved by the Engineer shall be used. The motor grader shall be capable of

spreading the material uniformly all over the surface. Its blade shall have hydraulic control suitable for

initial adjustments and maintaining the same so as to achieve the specified slope and grade.

The paver finisher shall be self-propelled, having the following features:

(i) Loading hoppers and suitable distribution mechanism

(ii) The screed shall have tamping and vibrating arrangement for initial compaction to the layer

as it isspread without rutting or otherwise marring the surface profile.

(iii) The paver shall be equipped with necessary control mechanism so as to ensure that the finished

surfaceis free from surface blemishes.

The surface of the aggregate shall be carefully checked with templates and all high or low sports

remedied by removing or adding aggregate as may be required. The layer may be tested by depth

blocks during construction. No segregation of layer and fine particles should be allowed. The

aggregates as spread should be of uniform gradation with no pockets of fine materials.

After the mix has been laid to the required thickness, grade and crossfall/camber the same shall be

uniformly compacted, to the full depth with suitable roller. If the thickness of single compacted layer

does not exceed 100 mm, smooth wheel roller of 80 to 100 kN weight may be used. For a compacted

single layer upto 200 mm, the compaction shall be done with the help of vibratory roller of minimum

static weight of 80 to 100 kN or equivalent capacity roller. The speed of the roller shall not exceed

In portions having unidirectional cross fall/superelevation, rolling shall commence from the lower

edge and progress gradually towards the upper edge. Thereafter, roller should progress parallel to the

centre line of the road, uniformly over-lapping each preceding track by at least one third width until

the entire surface has been rolled. Alternate trips of the roller shall be terminated in stops at least 1 m

away from any preceding stop.

In portions in camber, rolling should begin at the edge with the roller running forward and backward

until the edges have been firmly compacted. The roller shall then progress gradually towards the

centre parallel to the centre line of the road uniformly overlapping each of the preceding track by at

least one-third width untilthe entire surface has been rolled.

Any displacement occurring as a result of reversing of the direction of a roller or from any other

cause shallbe corrected at once as specified and/or removed and made good.

Along forms, kerbs, walls or other places not accessible to the roller, the mixture shall be thoroughly

compacted with mechanical tampers or a plate compactor. Skin patching of an area without scarifying

the surface to permit proper bonding of the added material shall not be permitted.

Rolling should not be done when the sub grade is soft or yielding or when it causes a wave-like motion

in the sub-base/base course or sub grade. If irregularities develop during rolling which exceed 12 mm

when tested with a 3 metre straight edge, the surface should be loosened and premixed material

added or removed as required before rolling again so as to achieve a uniform surface conforming to

the desired grade and cross fall. In no case should the use of unmixed material be permitted to

make up the depressions. Rolling shall be continued till the density achieved is at least 98 per cent of

the maximum dry density for the material as determined by the method outlined in IS : 2720 (Part-8).

After completion, the surface of any finished layer shall be well-closed, free from movement under

compaction equipment or any compaction planes, ridges, cracks and loose material. All loose,

segregated or otherwise defective areas shall be made good to the full thickness of the layer and

Setting and drying:

After final compaction of wet mix macadam course, the road shall be allowed to dry for 24 hours.

Opening to Traffic

Preferably no vehicular traffic of any kind should be allowed on the finished wet mix macadam

surface till ithas dried and the wearing course laid.

Surface Finish and Quality Control of

WorkSurface evenness:

The surface finish of construction shall conform to the requirements of Clause in Item No. 16&17&18.

Quality control:

Control on the quality of materials and works shall be exercised by the Engineer as per Table 19-3.

Table 19-3 : Test and Frequency for Materials for Wet Mix Macadam

Type of Test Frequency IS Code

Construction (As per Circular No. 66)

Wet Mix Gradation One test per 200 Cu.m. IS:2386, Part-I-1963

Macadam Aggregate Impact Value One test per 1000 Cu.m. IS:2386, Part-IV

Combined Flakiness and One test per 500 Cu.m. IS:2386, Part-I

Elongation Indices

Atterberg Limits of One test per 200 Cu.m. IS:2720, Part-V

portion of aggregates

Density of compacted One set of three tests per IS:2720, Part-VIII

layer 1000 sq.m

Rectification of Surface Irregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible tolerances or

where the course is otherwise defective due to subgrade soil getting mixed with the aggregates, the

full thickness of the layer shall be scarified over the affected area, reshaped with added premixed

material or removed and replaced with fresh premixed material as applicable and recompacted. The

area treated in the aforesaid manner shall not be less than 5 m long and 2 m wide. In no case shall

depressions be filled up with unmixed and ungraded material or fines.

Arrangement for Traffic

During the period of construction, arrangements for the traffic shall be provided. The Contractor

shall take all necessary measures for the safety of traffic during construction and provide, erect and

maintain such barricades, including signs, marking, flags, lights and flagmen as per instruction of the

Engineer-in-charge.

Measurements for Payment

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

Providing TMT Bar FE500D reinforcement for R.C.C. Work including bending,binding and placing in

position complete upto floor two level.

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or

his authorized representative.

Mode of measurements shall be on Kg basis.

Providing, fabricating, assembling, hoisting / erecting and fixing in position structural steel work at

all heights/ all levels/ all shapes & sizes with all leads & lifts using any type of section like MS Rolled

Steel Sections, Hollow sections, Tubular Sections, MS Plates, Chequered Plates etc. all confirming to

latest relevant IS codes for the work of steel structures railings, signage pole, jali, gates, Bus shelter,

screen wall, smart pole, commercial pole, gantry structure, grills, bracings, bollards, foundation

plate and bolt, platforms, brackets, cattle trap, framing for advertise box on lighting pole, electrical

elements etc. including straightening, cutting, bending, bolting and welding the members all as per

structural drawings and as per detailed specifications (for materials & workmanship) including

necessary scaffolding/ staging, anchor fasteners etc. complete in the situations described

hereinafter and comprising of :

) Profile Cutting of components to required lengths/ widths and shapes/ profiles;

ii) Smooth grinding / machining of edges / faces / all welding joints;

iii) Necessary welding (electric arc welding) for required weld lengths and sizes shall be

carriedout by qualified welders.

iv) The fabrication work shall start only after approval of the fabrication drawings. Any

change required in the fabrication drawings shall be carried out at no extra cost.

Fabrication shall be in a perfect Architectural workmanship manner and as provided in

Section V & VI of IS 800 & IS

v) Electrodes for welding, the procedure, selection, test and inspection shall

confirm toprovisions in IS816, IS818, IS822 & IS823.

vi) Erection / hoisting shall commence only after approval of fabricated parts by the

Engineer incharge.

vii) Necessary arrangements of templates to keep the foundation bolts in position, shall

be madeby contractor without any extra cost.

viii) The rate shall include for applying two or more coats of approved make and shade PU

paint over two coat of anti corrosive epoxy base primer, as per instructions. In case of

CNC work, extracost of CNC work shall be paid in relevant tender item.

Materials & Workmanship :

Prior to fabrication, all tubular/ rolled sections/ plates shall be cold straightened and freed

from twists, wraps etc. Hot working shall be done only after prior permission of the Engineer-

incharge. The surface of the members to be welded shall even so that temporary fastening

alignment should not allow passage of a 0.2 mm thick filler gauge more than 20mm. deep

from the member's edge. All members shall be cut mechanically by saw or shear or by

oxyacetylene flame.

Welding shall generally be done by electric process. Gas welding shall be restored to using

oxyacetylene flame with specific approval. Gas welding shall not be permitted for structural

The work shall be done as shown in the shop drawings which should clearly indicate various

details of the joints to be welded; shop and site welded as well as type of electrodes to be

used. Symbol for welding on plans and shop drawing shall be according to I.S. 813-1961. As far

as possible every effort shall be made to limit the welding that must be done after improper

welding that is likely to be done due to heights and difficult position on scaffolding etc. The

welding work shall conform to I.S. 816-1969.

Preparation of surface :

Surfaces, which are to be welded together, shall be free from loose mill scale, rust, paint, grease or

otherforeign matter. A coating of boiled linseed oil shall be permitted.

Assembly for welding :

Before welding is commenced, the plates shall be first be brought together and firmly clamped or spot

welded at specified distance. The temporary connection in form of tack welding has to be strong

hold the plates accurately in place without displacement and shall be done keeping in view the

finisheddimensions of the structure.

The operations connected with welding and cutting equipment shall conform to safety requirement

given inI.S. 818-1968.

The following points shall be borne in mind during the process of welding:

(a) Welds shall be made in flat position wherever practicable.

(b) Arc length, voltage and amperage shall be suited to the thickness of material, type of groove and

othercircumstances of the work.

(c) The segments of welding shall be such that where possible, the members which offer the greatest

resistance to compression are welded first.

(d) Proper care shall be taken while welding, for shrinkage and distortions, as the drawing dimensions

are thefinished dimensions of the structure.

The defective welds which shall be considered harmful to the strength shall cut out and rewelded.

Finished welds and adjacent part shall be protected with clean boiled linseed oil and after all

stag has been removed welds and adjacent parts shall be painted after the same are

All the members shall be thoroughly cleaned of rust, cakes, dust etc. and given a priming coat

with epoxy primer before fixing them in position. All fabricated members shall be suitably

packed to be protected from any damage while transportation, if any.

Grinding to the finished level is to be done, if directed by the Architects and Engineer in

charge. All exposed weld shall be ground smooth. Welds which have not been ground shall be

scrubbed with a 10% solution of Hydrochloric acid which shall be washed off with water

before painting unless alkali resistant paint is used.

Erection in general, of the entire/part structure shall be carried out as per the requirement

and approval of the Engineer-in-charge. Positioning and leveling of the structure, alignment

and plumbing and fixing every member of the structure shall be in accordance with the

relevant drawings and to the complete satisfaction of the Engineer-in-charge. The following

checking and inspection shall be carried out before, during and after erection: - Damages

during transportation

- Accuracy of alignment of structures

- Erection according to drawings and relevant specifications

- Progress and workmanship

After total erection, second coat of expoxy primer and teo to three coat of PU paint of

approved make and shade shall be apply as per manufacturer’s specification.

Mode of Measurements and Payment:

(a) All work shall be measured on the basis of finished dimensions, as fixed on site and

measured net unless specified otherwise.

(b) The weight of steel sections, steel strips in finished works shall be calculated from standard weight

on the same basis on which steel is supplied to the Contractor by the Client or those given in relevant

IS Codes, if steel is arranged by the contractor.

(c) The weight of steel plates and strips shall be taken from relevant IS Codes, based on 7.85 kg/m² for

every mm. sheet thickness, if steel is supplied by the Contractor, otherwise, the weight shall be

calculated on the basis on which steel is supplied to the Contractor by the Client.

(d) Unless otherwise specified weight of cleats, brackets, packing pieces, bolts, nuts, washers, distance

pieces, separators, diaphragm gusset (taking over all square dimension) fish plates etc. shall be added

to the weight of respective items.

(e) In riveted work, allowance shall be made for weight of rivet heads. No deductions shall be made

for rivet or bolt holes excluding holes for anchor or holding down bolts.

(f) For forged steel and steel castings, weight shall be calculated on the basis of 7850 kg/m3.

(g) Unless otherwise specified an addition of 2.5% of the weight of structure shall be made for shop

and site rivet heads in riveted steel structure.

(h) Dimensions other than cross sections and thickness of plates shall be measured to nearest 0.001 m.

(i) Mill tolerance shall be ignored when weight is determined by calculation.

The rate includes cost of all material, labour, erection, hoisting, scaffolding, safety

measures and sundry required for proper completion of the item of work, at all heights.

This shall also include conveyance and delivery, handling, loading, unloading and

storing etc. required for completion the item described above including necessary

wastage involved. In case of CNC work, extra cost of CNC work shall be paid in relevant

Only standard sectional weight will be considered and welding will not be considered in

The Measurement of the item shall be in Kg basis.

Removing and refixing existing railing (upto 0.60 mt height) as a barricadding or diversion lane as

requirement of project execution stage and as directed by engineer in charge. Rate shall be inclusive of

required foundation and steel member for fixing of railing. After completion of work, contractor shall

dispose all material related to railing/ barricading i.e. disposal of unserviceable material with all lifts and

up to any lead at non objectional place and stacking the serviceable material (structural elements) upto

AMC store including loading, unloading as directed by Engineer-in-charge

Item shall be executed as per item description and as directed by engineer in charge.

The mode of payment shall be in per Rmt basis.

Providing and Casting in situ ordinary cement concrete M200 for R.C.C. Raft and cutt off walls

including necessary shuttering laying, vibrating, ramming and curing complete.(B) Walls, fom top of

foundation level upto floor two level (upto 10 ton).

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or

his authorized representative.

Mode of measurements shall be on CMT basis.

Providing & Applying Tri mix with Machine floater machine on constructed RCC work including

Machine & Labour etc Comp as directed.

The workmanship and the finishing qualities along with the quality of the materials shall be as finalized

by Engineer-In-Charge.

The Measurement of the item shall be in Smt. basis.

Labour work for fixing any kind of paving with cement pointing in CM 1:2, including watering, ramming

comp. as dir. For pavement aI) Laying on Sand bedding as per requirement to fix the C.C.Block / Nibhada

Stone in Line & Level

Work shall be carried out as per item description including cost of all labour and materials etc.

complete as directed. General standard practice of laying of paver block is applicable.

The measurements shall be on Smt. basis.

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for Central Verge in M-20

grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba/Ankodiya or equivalent

quality for pre-cast blocks, reasonably exposed finish/ formwork, mould with well equipped with

vibratory system for kerb stones of approved design including curing, etc. complete, including the

cost of formwork etc. complete. The rate shall also include necessary cutting of asphalt, fixing the

Kerb stones in line and level on 5 cm thick sand bedding with necessary equipments and materials.

The rate shall also include the flush pointing in CM (1:3) for all joints of the kerb stones. Filling of zari

alone the sides of the kerb stone fixed with Bituminous concrete mixed in proper position as

directed by Engineer in change to form a portable mixture. In any case Gravel or such type of

materials shall not be allowed for production.

The specifiction of following materials shall be conforming with specification mentioned for

relaventmaterial / items in General technical specification for building work of R&B Department of

Water shall conform to M-1Cement to M-2 Sand to M-5 Grit to M-7. Graded stone aggregate

mm. nominal size to M-10.

Contractor shall have to manufacture the blocks as per the dimensions given in the drawing. Specific

machineries shall be used to manufacture the precast blocks. These machineries should be compatible

to produce blocks of required strength and dimensions. The machine shall contain hydraulic Press or

advanced equipment to generate required compaction & Grade and finish. Moulds/ Steel Plates/ Dies

of the machine shall be dimensionally checked & to be got approved before commencing the

production. Contractor shall prepare proper Drying Yard for keeping the blocks before curing. The

drying yard shall be levelled and covered so that no shrinkage cracks are formed. Contractor shall

prepare adequate size curing pond to cure the blocks for not less than 21 Days. No other means of

curing shall be allowed. The technical specification of concrete shall confirm to IS 456-2000. The

concrete mix is not required to be designed and only nominal mix as per IS: 456-2000 shall be

followed. The proportion of the concrete mix shall be 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded

stone aggregate 20 mm. nominal size) by volume. Concrete work shall have fairly exposed concrete

surface or as specified in the item. The designation ordinary M-10, M-15, M-20, M-25 specified as per

I.S. corresponds approximately to 1:3:6, 1:2:4, 1:1.5:3 and 1:1:2 nominal mix of ordinary concrete, by

volume respectively. The ingredients required for ordinary concrete containing one bag of cement of

50 Kg. by weight (0.0342 m3.) for different proportions of mix shall be as per IS 456-2000. The

proportion of the aggregate for the kerb stone shall be modified as per the approval of the engineer-

in- charge. The water cement ratios shall not be more than those specified as per IS. The cement of

the mix shall be increased, if the quantity of water in a mix has to be increased to overcome the

difficulties of placement and compaction so that the water cement ratio specified in the table is not

exceeded. The maximum size of coarse aggregate shall be as large as possible within the limits

specified but in no case greater than 1/4th of the minimum thickness of the member, provided that

the concrete can be placed without difficulty so as to surround all reinforcement thoroughly and to fill

the corners of the form. For reinforced concrete work, coarse aggregates having a nominal size of

mm. are generally considered satisfactory. Admixture shall be used in concrete only with approval of

the Engineer-in-charge based upon the evidence that with the passage of time, neither the

compressive strength of concrete is reduced nor are other requisite qualities of concrete impaired by

the use of such admixtures.

Proportioning shall be done by volume, except cement which shall be measured in terms of bags of

kg weight. The volume of one such bag can be taken as 0.0342 m3. Boxes of suitable sizes shall be

used for measuring sand and aggregate. The size of the boxes (internal) shall be 30cm. x 30 cm. and

cm. deep. While measuring the aggregate and sand, the box shall be filled without shaking ramming or

hammering. The proportioning of sand shall be on the basis of its dry volume and in case of damp

sand; allowances for bulk age shall be made.

For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall be

kept in first class working condition and maintained throughout the construction. Measured quantity

of aggregate, sand, and cement required for each batch shall be poured into the drum of the

mechanical mixer while it is continuously running. After about half a minute of dry-mixing, measured

quantity of water required for each batch of concrete mix shall be added gradually and mixing

continued for another one and a half minute. Mixing shall be continued till materials are uniformly

distributed and uniform colour of the entire mass is obtained and each individual particle of the coarse

aggregate shows complete coating of mortar containing its proportionate amount of cement. In no

case shall the mixing be done for less than 2 minutes after all ingredients have been put into the

mixer. Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned

before putting in a new batch. Unless otherwise agreed to by the Engineer-in-charge, the first batch of

concrete from the mixture shall contain only 2/3rds of normal quantity of coarse aggregate. Mixing

plant shall be thoroughly cleaned before changing from one type of cement to another.

The degree of consistency which shall depend upon the nature of the work and methods of vibration

of concrete shall be determined by regular slump tests in accordance with IS: 1199-1959. The slump of

10 mm. to 25 mm. shall be adopted when vibrators are used.

All Moulds shall be cleaned and made free from standing water, dust, snow, or ice immediately before

placing of concrete.

Formwork/Metal Mould for exposed concrete surface (If indicated):

All the moulds shall be checked for exact dimensions of the precast blocks. All the edges of the

precast blocks shall confirm the profile of the final drawing & edges/ curvatures of the moulds shall be

checked accordingly. Moulds shall be regularly checked for correctness of dimensions of Blocks, twists,

bends due to handling, etc. Before starting every days work.

Care shall be taken to set all form work/Mould in perfect line, level (or in required camber or slope as

specified) and plumb. Form work/Mould propping shall be strong, rigid, and sturdy. The form

work/Mould shall be as per pattern & design shown in drawings. Form work/Mould shall be done

accurately and precisely so as to achieve neat, clean and smooth concrete surface, in line, level and

plumb. Clinks, twists, offsets, warps, riveting etc. in plates or forms shall not be allowed. Before

placing concrete, forms shall be thoroughly cleaned off of all rust, dust, and loose materials.

Colourless oil or grease of approved quality shall be applied before placing steel. Also the form work

material will be of wood/plywood/steel or any sort of such material, as approved by the Engineer-in-

Charge and/or his authorized representative; so that all exposed concrete surfaces have uniform

For all kind of exposed concrete work only one brand (to be approved by the Engineer-in charge) of

cement shall be used.

Removal of Moulds:

Specific time shall be identified for removal of moulds, such that the concrete of the precast blocks

shall gain strength to withstand the stresses generated due to self weight and handling to drying yards

without any deformation to shape/ dimensions/ edges.

Sufficient time shall be given to the block after it is removed from the mould so that it can gain

strength and dry in shade to prevent any cracks due to shrinkage. This shall be done in drying yards.

Curing of block shall be done only in curing pond and curing shall be done for minimum 14 days.

Drying period after removing from pond & before delivery to site: Water should be drained of from

the block before it is actually sent to the site. Time should be provided for proper draining of water

which maybe present in the block kept for curing in the pond.

Precaution shall be taken while transporting of the blocks to site.

The blocks should be loaded and unloaded with due care so as to avoid generation of stresses leading

to breaking of block. Care should be taken to prevent the block from breaking during transporting.

The pits of the size 150mm in width and required depth shall first be excavated, true to line and level.

The relevant specifications of item A- 1 shall be followed for excavation work. The pits shall be filled

with a layer of 50mm. thick sand bedding. The curbs then shall be placed in position of which 50mm.

shall be below road. Care should be taken to maintain proper line and level. The joints between the

kerbs shall be pointed with

C.M. 1:2 and cured for minimum seven days.

Sampling and testing of concrete:

Samples from fresh concrete shall be taken as per IS : 1199-1959 and cubes shall be made, cured and

tested at 7 days or 28 days as per requirements in accordance with IS : 516-1959. A random sampling

procedure shall be adopted to ensure that each concrete batch shall have a reasonable chance of

being tested i.e. the sampling should be spread over the entire period of concreting and cover all

At least 1 sample shall be taken from each shift. Ten test specimens shall be made from each sample,

for testing at 7 days, and the remaining 5 at 28 days. The samples of concrete shall be taken on each

day of the concreting as per above frequency. The number of specimens may be suitably increased as

deemed necessary by the Engineer-in-charge when procedure of tests given above reveals a poor

quality of concrete and in other special cases. The average strength of the group of cubes cast for each

day shall not be less than the specified cube strength of 200 Kg/cm2 at 28 days. 20% of the cubes cast

for each day may have value less than the specified strength provided the lowest value is not less than

85% of the specified strength. If the concrete made in accordance with the proportions given for a

particular grade, does not yield the specified strength, such concrete shall be classified as belonging to

the appropriate lower grade. Concrete made in accordance with the proportions given for a particular

grade shall not, however, be placed in a higher grade on the ground that the test strength are higher

than the minimum specified. If rock pockets/honeycombs in the opinion of Engineer-in-charge are of

such an extent or character so as to affect the strength of the structure, materially or to endanger the

life of the steel reinforcement, he may declare the concrete defective and require the removal and

replacement of the portion of the structure affected.

Precast Kerb Stones:

The relevant specifications of concreting as per item above shall be followed except that work shall be

carried out for precast concrete kerb stones as specified in the item. All Precast members shall be cast

at workshop. Sufficient curing shall be done before placement of the same the method of transporting

and placing the precast members shall be as approved by the Engineer-in-charge. Members shall be so

transported that no breakage or undue stresses are induced in them. If required, all members shall

have a key provided on both the faces i.e top and bottom surfaces, of adequate size so as to fill the

same with concrete while laying. The function of this key is to avoid the leakage through the joint

between the precast member and the member on which it is laid.

Mode of Measurements and Payment :

The rate shall include cost of formwork and cost of reinforcement. The volume occupied by

reinforcement shall not be deducted from R.C.C. work.

The rate shall be for a unit of Rmt.

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in M-20 grade

using 20 mm nominal size black trap aggregate of Sevaliya/Timba/Ankodiya or equivalent quality for

pre-cast blocks, reasonably exposed finish/ formwork , mould with well equipped with vibratory

system for kerb

stones of approved design including curing, etc. complete, including the cost of formwork etc. complete.

The rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line and level on

cm thick sand bedding with necessary equipments and materials. The rate shall also include the flush

pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the sides of the kerb stone fixed

with Bituminous concrete mixed in proper position as directed by Engineer in change to form a portable

mixture. In any case Gravel or such type of materials shall not be allowed for production.

Specification as per Item No. 40 only size of kerb as mentioned in Abstract.

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair finish /

texture finish kerb stones of approved make as per approved sample of any size and any type. Kerbs

shall be fixed on the foundation prepared as per approved design. The rate shall also include for

erecting and fixing the pieces in position for complete kerb system with chamfered type of kerbs

including necessary accessories of kerb like radius kerb, angles and quadrant kerbs, droplet kerbs

etc. complete as per drawing. Kerb shall be fixed as paper joint without any jointing material.

However cement mortar shall be provided at the backside of kerb stone joint. (Sample must be

approved) Cost of excavation, cutting , base , side filling shall includes as directed engineer -

incharge in above item description as per BOQ (a) 450 mm high median kerb*600*150mm

Specification as per Item No.

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair finish /

finish kerb stones of approved make as per approved sample of any size and any type. Kerbs shall be fixed

on the foundation prepared as per approved design. The rate shall also include for erecting and fixing the

pieces in position for complete kerb system with chamfered type of kerbs including necessary accessories

of kerb like radius kerbs, angles and quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb

shall be fixed as paper joint without any jointing material. However cement mortar shall be provided at

the backside of kerb stone joint. (Sample must be approved) Cost of excavation, cutting , base , side

filling shall includes as directed engineer - incharge in above item description as per BOQ (b) 380 mm high

Footpath kerb*600*150mm

Material: (1) Water shall conform to M-1. (2) Cement shall conform to M-3. (3) Sand shall conform to M-6.

(1) Stone aggregate shall conform to M-12 (5) Pre cast kerb shall be of approved make and as per

approvedsample.

1.0 Workmanship :

All Precast exposed/ fare finish/ texture finish kerb stones shall be of approved

make.Sufficient curing shall be done before placement of the same.

The method of transporting and placing the precast members shall be as approved by

theArchitect and Engineer-in-charge. Members shall be so transported that no

breakage orundue stresses are induced inthem.

The pits of the size 0.15 M in width and 0.23 M. in depth or as per site condition shall

first be excavated, true to line and level. The specifications for excavation shall be

followed as per relevant item.

The pits shall be filled with a layer of 0.15 M. thick lean concrete M15. The kerbs shall be

laid on existing PCC base in true line and plumb. The specifications for PCC work shall be

followed as per relevant item.

The rate shall also include for erecting and fixing the pieces in position for complete

Kerb systems with Chamfered type of kerbs including all type of necessary accessories of

kerb like Radius Kerbs, Angles and Quadrant Kerbs, inlet kerb etc complete as per

The rate shall also include the flush pointing in CM (1:2) for all joints of the kerb stones.

Mode of Measurement & Payment:

The rate shall include the cost of material and labour for fixing the kerb system including laying,

jointing and finishing but excluding the cost of excavation, bitumen cutting, base PCC, zari filling with

bitumen material

The Measurement of the item shall be in Rmt basis.

Providing & laying Mountable type Central Verge including casting of Kerb of size 15.00 x 32.50 Cm by

mechanical Kerb casting machinery and oil paint colour to Center verge (Kerb) by Yellow/white and Black

patta (Three Coat) one coat of priming & two coat of oil Paint including cost of material required for paint

and all labourworketc complete as per direction, detailed drawing and instruction of engineer

.(Including Epoxy Piant of Approved Quality) (Central Verge)

CEMENT CONCRETE KERB AND KERB WITH CHANNEL

This work shall consist of constructing cement concrete kerbs and kerbs with channel in the

central median and/or along the footpaths or separators in conformity with the lines,levels and

dimensions asspecified in the drawings.

Kerbs and kerb with channel shall be provided in cement concrete of Grade M20 in accordance

withSection 1700 of theseSpecifications.

Type ofConstruction

These shall be cast-in-situ construction with suitable kerb casting machine in all situations

except atlocations where continuous casting with equipment is not practicable. In those

situations, precast concrete blocks shall be used.

A continuous kerb casting equipment of adequate capacity and controls, capable of laying the

kerbs in required cross-sections and producing a well- compacted mass of concrete free of voids

and honeycombs, shall be used.

ConstructionOperations

Kerb shall be laid on firm foundation of minimum 150 mm thickness of cement concrete of M

grade cast in-situ or on extended width of pavement. The foundation shall have a projection of

mm beyond the kerb stone. Before laying the foundation of lean concrete, the base shall be

levelled and slightly watered to make it damp.

In the median portions in the straight reaches,the kerb shall be cast in continuous

lengths. In the portions where footpath is provided and/or the slope of the carriageway is

towards median (as in case of superelevated portions), there shall be sufficient gap/recess

left in the kerb to facilitate drainageopenings.

After laying the kerbs and just prior to hardening of the concrete, saw cut grooves shall

be provided at 5 m intervals or as specified by the Engineer.

Kerbs on the drainage ends such as along the footpath orthe median in superelevated

portions, shall be cast with monolithic concrete channels as indicated in drawings. The

slope of the channel towards drainage pipes shall be ensured for efficient drainage of the

Vertical and horizontal tolerances with respect to true line and level shall be ± 6mm.

Measurements forPayment

Cement concrete kerb/kerb with channel shall be measured in linear metre for

thecomplete item of work.

Foundation of kerb, where separately provided shall be measured in linear metre

forcomplete item ofwork.

The Contract unit rates for cement concrete kerb/kerb with enamel and foundation

for kerbshall be payment in full compensation for furnishing all materials, labour,

tools, equipment

for construction and otherincidentalcost necessary to complete thework.

Measurements for Payment:

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

Supplying and fixing for central verge 230 mm L x 235 mm Width x 680 mm H Supplying & Fixing in

M-20 grade using 20 mm nominal size black trap aggregate of sevaliya/timba or equivalent quality

for pre-cast blocks,reasonably exposed finish/formwork,mould with well equipped with vibratory

system for kerb stones of approved design including curing,etc.complete,including the cost of

formwork etc.complete.THe rate shall also include necessary cutting of asphalt,fixing the kerb

stones in line and level on 5 cm thick sand bedding with necessary equipments and materials.The

rate shall also include the flush pointing in CM(1:3)for all joints of the kerbstones.Filling of Zari alone

the sides of the kerb stone fixed with bituminous concrete mixed in proper position as directed by

engineer in charge to form a portable mixture.In any case gravel or such type of materials shall not

be allowed for production.

Work shall be carried out as per item description including cost of all labour and materials etc.

complete as directed. General standard practice of work is applicable.

The measurements shall be on Rmt basis.

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35 Grade of any size

;shape (Usually Uni-Paver Blocks) using black trap good quality aggragate of 20 mm nominal size for

footpath, parking areas, service lanes and other areas as mentioned in the drawing / instruction of

Engineer-in-Charge and/or his authorized representative. Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per required grading and specification. The paver block shall be

mechanically compacted. The work of paving blocks shall be executed in line and level by skill mason of

flooring work only. It should be laid in such a way that the no cutting of the paver block to be necessary. if

cutting of paver block necessary then it should be cut by machine only and carting. The finished surface of

the paver block shall have resonably good, plain finished. Paver blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of materials shall not be allowed for production. Laying on 50 mm

thick sand bedding.

• Laying on 50 mm thick sand bedding.

Scope of work :

Excavation and compaction up to 300 mm in height for footpath paving in all sorts of soil murrum

including sorting outs and stacking of useful materials stuff up to 50mt.

The scope of work includes manufacturing, supplying, and lying of precast paver blocks at various

Retail outlets. The work includes: Verification of the existing site condition and advising our project in

charge to lay suitable base course if required. Contractors are required to satisfy themselves with

quality of sub grade, sub-base course before the paver blocks are laid and suggest strengthening if

Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver blocks.

Manufacturing of paver blocks in your plant as per requirements in technical specification enclosed.

Supplying of paver blocks at site, including handling at both ends.

Laying of paver blocks at site as per requirement in technical specification on 50 mm thick sand

bedding, within shortest possible time the site is public place hence care should be taken to ensure

that the routine activities should not be disturbed. The job of laying may required to be carried out

during night also.

Testing of paver blocks shall through reputed Govt. /Non Govt. Test house only and submission of

test results as per requirements in Technical Specifications. AMC reserves the right to carryout test at

random. Cost for such tests to be borne by party. The contractor shall guarantee that all material and

components designed, fabricated, supplied, and laid by him shall be free from any type of defect due

to faulty material and/or workmanship/erection for a period of One year from the date of completion

of work. However, the contractor one year's shall render free maintenance.

TECHNICAL SPECIFICATIONS:

Paver Block Manufacturing Facilities:

The Paver Block shall be made in factory with following minimum facilities:

Concrete Block making Machines:

The machine should be capable of producing high quality Paver Blocks by obtaining high level

of compaction by application of hydraulic compaction and also by high intensity vibration to

the moulds. The machine should have automatic control panel

for uniformity in strength.

Concrete Batching & Mixing Plant: (Not essential)

The concrete Mix Design should be followed for each batch of materials. The concrete

ingredient should be mixed in concrete Batching & Mixing plant with minimum capacity of

cum/hour. The plant should equipped with automatic control panel for maintaining water

cement ratio from batch to batch to obtain concrete of uniform quality and strength. The

plant should be equipped with adequate mechanism for mechanized loading of raw materials

into mixer and conveyor belt for transportation of concrete from mixer to concrete block

making machine to maintain quality of wet cement.

The factory should have well designed curing area to ensure adequate curing of paver blocks.

Laboratory (Desirable but not essential) :

The testing equipment should have required in the Laboratory as per the

following:A Compression testing machine of adequate capacity.

Other tools and equipment for testing raw materials and paver blocks.

Systematic record of test results of various paver blocks manufactured in the

factory.Concrete Mix Design for various grade of concrete used for making of

Specifications For Coloured Paver Blocks:

Coloured concrete paver blocks shall be manufactured as per attached specifications using or

equivalent approved colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS”

with minimum colour pigment of 3% by weight of cement. The colour shade shall be “RED” as

selected by AMC before commencement of the work. White cement shall be used for colored

pavers to obtain the desired colour shade. The job also includes providing 50 mm thick sand