Supplying and Fixing & Repairing of Shot Blasted and Interlocking Paver Block and Kerbing in MP,MLA, Muni. Councilor and Diff Budget at India Colony Ward in North Zone (ARC)

Dt. 17.03.2026 Up to 5:00 pm. in O/o Asst. Manager (North Zone). The technical bid shall be

opened online on Dt 18.03.2026 mat 11:00 hrs. Any change / correction / corrigendum in

respect of above work shall be placed on line. Contractors are requested to see the website

before 24 hours of submission of their tender..

Assistant Manager (North zone), Ahmedabad Municipal Corporation

North Zone Office Building, Memco- Naroda road, Ahmedabad.

Deputy Municipal Commissioner

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

"Rajiv Gandhi Bhavan", Memco - Naroda Raod, AMDAVAD-25.

MEMORANDUM OF WORK

Municipal Commissioner invites online E-tenders from interested contractors for Supplying

and Fixing & Repairing of Shot Blasted and Interlocking Paver Block and Kerbing in MP,MLA,

Muni. Councilor and Diff Budget at India Colony Ward in North Zone (ARC)

1 Name of work Supplying and Fixing & Repairing of Shot Blasted and

Interlocking Paver Block and Kerbing in MP,MLA, Muni.

Councilor and Diff Budget at India Colony Ward in North

2 Time Limit 12 MONTHS (Excluding Monsoon)

3 Tender Validity Period 180 Days from the date of opening of the tender

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

equivalent register with any other state Govt. or institutions.

If successful bidder is not registered with AMC, they will have to

register before submitting his Running Bill No.

5 Estimated Cost put to Rs.

6 Tender fees Rs.3600.00 Demand Draft in favour of Municipal

(Non refundable) Commissioner, AMDAVAD)

7 Contractor's Class “B” class

8 1% Earnest Money Deposit Rs.2,50,000/- (Demand Draft or Bank Guarantee in favor of

Municipal Commissioner, AMDAVAD/) To be submitted as

prescribed in 8.0 below. Demand Draft or Bank Guarantee

shall be from Nationalized Bank / Scheduled Bank and valid

for 120 days.(As per AMC finance dept. circular No-5 Dt.5/5/07

& F.D. Circular No. 29 Dt. 7/08/2010) & attached ANNEXURE -

1 finance dept. circular No – 10, Dt.01/06/22

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

Tender Fees with Tender as described in the invitation of tender and

submitted to Assistant Manager (NORTH zone) , Rajiv Gandhi

Bhavan, Memco-Naroda Road, AMDAVAD To be Submitted

Physically As per N.I.T

10 Date of Opening of Technical Bid will be opened online as per N.I.T. in the office of

Technical bid Addl. City Engineer (North Zone), Rajiv Gandhi Bhavan,

Memco – Naroda Road, AMDAVAD Municipal Corporation,

11 Security Deposit 5% of the Sanctioned Tender Amount in form of Bank

Guarantee / Demand Draft / Local MICR Cheque.(As per

12 Mode of sending the Price bid should be submitted by online e-tender only and

Tender Documents Technical bid should be submitted physically also in sealed

envelope systems By RPAD/Speed post/ Hand Delivery in

AMDAVAD MUNICIPAL CORPORATION VOL.-I

sealed covers in Duplicate (One Original & One Duplicate) Each

part shall be separately duly sign & seal by contractor .

13 Liquidated Damages 0.1% of contract price per day from the date of delay.

Maximum limit of liquidated damages for delay in completion

of work will be 10% of the Contract Price rounded of to the

neared thousand.

14 Deduction of Retention 2% of the value of work done will be deducted from each RA

Money from each RA Bill bill. It will be released along with release of payment of Final

15 Place of Arbitration AMDAVAD

16 Language of Arbitration English

17 Amount to be deducted Welfare cess as per act 1996 @ 1 % of bill amount

from each bill for labour

welfare fund (non-

18 Contractor's Name

19 Contractor's Address

20 Contractor's Register

Number Renewal Year

21 Contractor's Bank Name

22 Branch Address

23 Bank Account Number

26 Contractor's E-Mail:

27 Preliminary Experience of work of similar nature during last 7 years

prequalification criteria of • One Similar completed work costing not less than the amount

bidding firm (detailed equal to 80% of the estimated tender cost

criteria are given in the Bid • Two Similar completed work costing not less than the amount

Document) equal to 50% of the estimated tender cost

• Three Similar completed work costing not less than the amount

equal to 40% of the estimated tender cost

Similar work means Bidder should have completed New RCC

ROAD AND PAVER BLOCK WORK.(Government work only)

28 Defect Liability Period Defect Liability Period for the said work shall be 5 (five) years from

the date of completion of work.

29 Performance guarantee

a) 5% of Amount of Completed Work in form of Bank Guarantee

of Bank as per Annexure-1 (Ref. Circular No.10, Dt.05/08/2024)

Bond for DLP, O&M Work

to be submitted on completion of work and to be retained till

AMDAVAD MUNICIPAL CORPORATION VOL.-I

defect liability period is over.

b) 5% of Contract Value of Five Years Defect Liability Period by the

Way of Demand Draft / Bank Guarantee of Bank as per

Annexure-1 Only in Favour of “Municipal Commissioner,

Ahmedabad” After Completion of defect liability period.

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

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

work within 48 hours so intimation of work. Communication done

telephonically via SMS, via whatsapp and through letter/ E-mail shall

be considered legal and binding for the same. Contractor shall bound

to execute more than 1 work at the same time as and when required

by the department.

31 During execution of works in any case if any fatal accident (major or minor) occurs due to poor

work and poor safety precautions, then it will be completely contractor’s responsibility and

compensation for the same has to be paid by contractor. During execution of works if any news

is published in print/Electronic/Social media regarding inferior quality of work and poor safety

precautions, and due to inferior quality work any fatal injuries occurs, all the losses due to such

accidents and expenses of legal matters shall be borne by contractor.

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

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

2. The rates to be quoted by the bidder must be exclusive Of GST but inclusive of all other taxes. GST

shall payable extra on the admissible payment as per approved rates. GST shal be payable as per

prevailing rates at the time of payment. (as per circular No 38Dt.21.11.2022)

Seal and Signature of the Bidder Add. City Engineer

AMDAVAD MUNICIPAL CORPORATION VOL.-I

To be notarized by Notary

TENDER DECLARATION FORM

ADD. CITY ENGINEER (NORTH ZONE)

"Rajiv Gandhi Bhavan",

Memco - Naroda Raod, AMDAVAD-25.

Name of Work:- Supplying and Fixing & Repairing of Shot Blasted and Interlocking Paver Block

and Kerbing in MP,MLA, Muni. Councilor and Diff Budget at India Colony Ward in North 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, Statements (1 to 6) furnished by AMDAVAD MUNICIPAL

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

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

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

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

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

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

forfeit the "Earnest Money Deposit."

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

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

action as deemed fit.

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

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

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

as provided for in the aforesaid documents.

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

conditions in the aforesaid documents.

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

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

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

I/We am/are bound to execute the job if the work order is issued within 180 days from the date of opening of

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

and conditions. I am also bound to submit all supporting Genuine Original documents and if any discrepancy

found in such documents as well as in the executed Work with respect to Quality/Quantity at any stage of

work or even after completion of work, it will be solely my Responsibility. I am bound to prove originality of all

documents submitted by me and if any Documents found false/fake then Municipal Commissioner/AMC has

right to take any action/penalty/punishment against me.

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

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

Commissioner/AMC has right to debar/ blacklist for three years.

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

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

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

Yours faithfully

Date: Seal and Sign of Bidder

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AMDAVAD 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. Name of Works Approximate Earnest Money Completion

No. value of works Deposit (Rs.) Period

1 Supplying and Fixing & Repairing Rs.2,49,96,443.21 Rs. 2,50,000/- 12-MONTHS

of Shot Blasted and Interlocking (Excluding Monsoon)

Paver Block and Kerbing in

MP,MLA, Muni. Councilor and Diff

Budget at India Colony Ward in

North Zone (ARC)

2. Interested bidders shall download the tender documents from AMC’s website

www.amc.nprocure.com/ www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be As per N.I.T in the form of Demand

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

AMDAVAD, payable at AMDAVAD, which shall be non refundable. The Details of Tender fees

shall be submit with scan copy at the time of Quoting price bid of the tender and Physically

to be submitted along with technical bid Vol.-1 with other enclosure.

4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the

Works in the above Table payable at AMDAVAD and drawn in favor of MUNICIPAL

COMMISSIONER, AMDAVAD, payable at AMDAVAD,. Earnest Money Deposit will have to be

specified in Clause 2 of Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) North Zone, Rajiv Gandhi

Bhavan, Memco – Naroda Road, AMDAVAD As per N.I.T

6. The Bids will be opened on As per N.I.T at the office of Addl.City Engineer (N/Z) , 1st Floor,

Rajiv Gandhi Bhavan, AMDAVAD Municipal Corporation, Memco-Naroda road, AMDAVAD-

25. in the presence of bidders or their representatives who choose to attend. In the event of

the specified date of bid submission/opening being declared a holiday for the employer, the

bids shall be received /opened on the next working day at the same place and the same

AMDAVAD MUNICIPAL CORPORATION VOL.-I

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FEATURES OF THE WORK

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a).The Bidder should quote the price bid in E- tender form before last date of online submission as

per N.I.T and all other details as asked in the tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two

separate envelope (marked as “original” and other marked as “Duplicate”) in schedule time by

RPAD/ Speed Post/ Hand Delivery in duplicate. This envelope shall be sealed in an outer

envelope. The Bid envelopes shall be marked as follows:-

 Tender Document Vol.

 Registration certificate of class

 Power of Attorney

 Personal Details

 Enclosures as asked in tender

 Technical specifications duly sign by contractor.

c).The envelope shall be addressed to the Employer at the following address:

Assistant Manager, North Zone,

1st Floor, Rajiv Gandhi Bhavan,

Memco-Naroda Road,

d) Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e) Indicate the name and address of the bidder.

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

responsibility for the misplacement or premature opening of the bid.

f) All information has to be typed or hand written legibly. All pages of the Bid have to be

initialed by the bidder.

g).ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT ONLY. Projects for

which incomplete information has been provided will not be considered for evaluation. The

Bidder may attach separate sheets if so required. However, the final bound document

submitted, has to be submitted in vertical A4 size (210 mm X 297 mm) except Form of Bids.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

2. Assessment of Submission

2.1The Employer will open the physically submitted document of all the bids received for the

package (except those received late) containing the sealed Tender volume and other

enclosures then announce the names of bidders in the presence of bidders or their

representatives who choose to attend on the date and time mentioned in the IFB. In the

event of specified date of bid opening being declared as a holiday for the Employer, the

Tender will be opened at the appointed time and location on the next working day.

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The

Employer at the opening will announce bidder’s names, , the presence/or absence of EMD,

the amount and validity of EMD furnished with each bid, is valid registration and such other

details, as the Employer may consider appropriate.

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the

Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the

Employer as non-responsive and the Tender volume will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied

with valid EMD will be taken up for further evaluation. In case, the Bank does not confirm

the EMD, the bid shall be rejected as non-responsive and no further evaluation carried out.

2.6 The tender volume will further be examined to determine whether the bid has been

properly signed, meets the eligibility and qualification criteria, has the required available bid

capacity, is accompanied by the requisite certificates, undertaking and other relevant

information specified in the bid documents and is substantially responsive to the

requirement of the bidding documents and provides any clarification for ascertaining the

correctness of the information/details.

2.7 The Employer shall prepare besides the record of bid opening, minutes of the Bid opening,

including the information disclosed to those present in accordance with Sub Clause

2.8 The bidders or their representatives who are present shall sign attendance sheet evidencing

their attendance.

2.9 If the Tender volume is not substantially responsive, it will be rejected by the Employer and

will not subsequently be made responsive by correction or modification or withdrawal of

the nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

The Employer will evaluate and compare only those Tender volumes which are determined

to be substantially responsive in accordance with Clause 2 and qualified for award of

Contract in accordance with Clause 5(General Terms and Condition).

AMDAVAD MUNICIPAL CORPORATION VOL.-I

4. Procedure for Tender Opening

Received copies of tender in physical form with in schedule time, will be open on schedule

date and time. In the event of specified date of bid opening being declared bidders who

qualify the criteria then bidder bid will be considered for opening of price bid.(Following

clause no. 5 of ITB).

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be

substantially responsive to the bidding documents and who has offered the lowest

Evaluated Bid Price, provided that such bidder has been determined to be (i) eligible in

accordance with the provisions of Clause 3(General Terms and Condition); and (ii) qualified

in accordance with the provisions of Clause 5(General Terms and Condition).

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer

will notify the successful bidder by cable/fax and confirmed by registered letter that his bid

has been accepted. This letter shall name the sum which the Employer will pay the

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

the Contractor as prescribed by the Contract.

6.2 The notification of award will constitute the formation of the Contract.

7. As per City Engineer Circular (WRM) no. 6 2011/12 DT: 24/06/2011. A successful Bidder

has to deposit security deposit / Bank Guarantee within 15 days after receiving letter of

Indent(LOI). Time limit of work will commence from the date of issue of work order.

8. Clarification of Bids

8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his

discretion, ask any bidder for authentication the correctness of the information/details

furnished by him in his bid. Such request by the Employer and the response by bidder shall

be in writing or by cable/fax.

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his

bid from the time of bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid

comparison or contract award decisions may result in the rejection of his bid.

9.1 Information relating to the examination, clarification, evaluation and comparison of bids

and recommendations for the award of a contract shall not be disclosed to bidders or any

other persons not officially concerned with such process until the award to the successful

AMDAVAD MUNICIPAL CORPORATION VOL.-I

bidder has been announced. Any effort by a bidder to influence the Employer's processing

of bids or award decisions may result in the rejection of his bid.

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and

obtain for itself on its own responsibility 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.

10.2 The bidder and any of its personnel or agents will be granted permission by the Employer

to enter its premises and lands for the purpose of such inspection, but only upon the

express condition that the bidder, its personnel and agents, will release and indemnify the

Employer and its personnel and agents from and against all liability in respect thereof and

will be responsible for death or personal injury, loss of or damage to property and any

other loss, damage, costs and expenses incurred as a result of the inspection.

Seal and Signature of the Bidder Add. City Engineer

Date: (North Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

1.1 The AMDAVAD Municipal Corporation hereinafter called "the Employer" invites Tender

document for the construction of works (as defined in these documents, hereinafter referred to

as "the Works") detailed in the table given in the IFB.

1.2 The Works consist of:

Supplying and Fixing & Repairing of Shot Blasted and Interlocking Paver Block and Kerbing in

MP,MLA, Muni. Councilor and Diff Budget at India Colony Ward in North Zone (ARC)

2. Source of Funds

2.1 The expenditure on these Works will be met by AMDAVAD MUNICIPAL CORPORATION.

3. Eligible Bidders

3.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the

following requirements:

 A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent

 The bidders shall have a registration with State PWD, and/or CPWD for Required class

and or equivalent with specialization in road works. If successful bidder is not

registered with AMC, they will have to register before submitting his Running Bill No.

Bidders shall provide such evidence of their continued eligibility satisfactory to the Employer, as

the Employer shall reasonably request.

4. Eligible Material, Equipment and Services

4.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may

be required to provide evidence of the origin of materials, equipment, and services to the

satisfaction of the Employer.

4.2 For purposes of Sub Clause 4.1, "origin" means the place where the materials are mined,

grown, produced or manufactured; similarly for equipments and from where the services are

5. Qualification of the Bidder

5.1 Experience of bidder

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

estimate put to tender i.e. Rs.40,00,000 i.e. 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 i.e. Rs.50,00,000 i.e. 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 i.e. Rs.80,00,000 i.e. 80% of the estimate put to tender.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Similar works mean RCC Road and Paver Block Paving Work.

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

to the level of financial year 2023-24)

Year Financial Year Enhancement Factor

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

bidder’s compliance with the qualifying criteria.

5.2 Financial Status

5.2.1 Achieved an Average Annual financial turnover 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.

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

to the level of financial year 2017-18.

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

5.2.4 he agency should also produce solvency certificate issued and valid in current year for an

amount equal to 20% of the Estimate put to tender.

To be qualified for award of Contract, bidders shall: a) Submit a written power of attorney

authorizing the signatory of the bid to commit the bidder; and

AMDAVAD MUNICIPAL CORPORATION VOL.-I

General information

All individual firms must complete the information in this form. Nationality information shall be

provided for all owner(s) or applicant(s) that are partnership or individually owned firms.

1 Name of firm:

2 Head office address:

3 Local office address (if any):

4 Telephone/ Contact:

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

 Additional information regarding litigation, debarment, arbitration, etc.

5.3 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for

any of the following reasons:

a) Misleading or false representation in the forms, statements and attachments submitted and

included in document.

b) Record of poor performance such as abandoning the work, rescinding of contract for which

the reasons are attributable to the non-performance of the contractor, consistent history of

litigation awarded against the applicant or financial failure due to bankruptcy.

c) Has been identified by the Employer as poor performer in implementation of ongoing AMC

5.4 Debarment/Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their

misleading or false representations in the forms statements etc. for the period to be decided by

AMDAVAD MUNICIPAL CORPORATION VOL.-I

6. One Bid per Bidder

6.1 Each bidder shall submit only one bid per contract package either by himself or as a partner

in a joint venture. A bidder who submits or participates in more than one bid for a contract

package will be disqualified.

7. Bidding Documents

The bidder is expected to examine carefully the contents of all the above bid documents.

Failures to comply with the requirements of bid documents will be at the bidder's own risk.

Pursuant to Clause 16, bids which are not substantially responsive to the requirements of the

bidding documents will be rejected.

8. Language of Bid

The bid, and all correspondence and documents related to the bid exchanged between the

bidder and the Employer shall be written in the English language. Supporting documents and

printed literature furnished by the bidder may be in another language provided they are

accompanied by an accurate translation of the relevant passages in the English language, in

which case, for purposes of interpretation of the bid, the English translation shall prevail.

9.1. Unless stated otherwise in the bidding documents, the Contract shall be for the whole

works as described in bidding documents, based on the percentage rate amount in the Bill

of Quantities submitted online by the bidder.

9.2. The bidder shall fill (in e-tender) in percentage rate above or below and total amount (both

9.2. The bidder shall fill (in e-tender) in percentage rate above or below and total amount (both

in figures and words) for overall items of the Works provided in the Bill of Quantities

10. Bid Validity

10.1 Bids shall remain valid as per Instruction to Bidders (ITB) after that deadline date for bid

submission specified in Clause. The Employer as non-responsive shall reject a bid valid for

a shorter period.

10.2 In exceptional circumstances, prior to expiry of the original bid validity period, the

Employer may request the bidders to extend the period of validity for a specified

additional period. The request and the responses thereto shall be made in writing or by

fax. 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 the period of the extension, and in compliance

with Clause 2 ( Financial Terms & Conditions) in all respects.

11. Format and Signing of Bid

11.1 The bidder shall prepare two copies of the documents comprising the bid as described in

Instructions to Bidders.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

11.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons

duly authorized to sign on behalf of the bidder.

11.3 The bid shall contain no alterations, omissions or additions, except those to comply with

instructions issued by the Employer, or as necessary to correct errors made by the bidder,

in which case the person or persons signing the bid shall initial all such corrections.

11.4 All witnesses and sureties shall be persons of status and probity and their full names,

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

Bids must be received by the Employer at the address specified above not later than the time

and date specified in the IFB.

Any bid received by the Employer after the deadline for submission of bids will be returned

unopened to the bidder.

14. Signing of Agreement

At the same time that the Employer notifies the successful bidder that his bid has been

accepted, the Employer will direct him to submit the Performance Security and attend the

Employer's office on a date determined by the Employer for signing the Form of Agreement.

15. The selection process will lay high emphasis on the ability and competency of contractors to

do high quality work within the given time schedule.

16. The onus of providing, all necessary company / project related information, in appropriate

manner and medium, so as to demonstrate the competency of the bidder and to allow proper

evaluation, will rest entirely on the Bidder.

17. All clause shall be operative from the date of issue of work order and up to the expiry of

original and extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

The Employer will reject a proposal for award if he determines that the Bidder

recommended for award has engaged in corrupt or fraudulent practices in competing for

the contract in question. The Employer will declare the firm ineligible, either indefinitely or

for a stated period of time, to be awarded a contract by AMDAVAD MUNICIPAL

CORPORATION if it at any time determines that the firm has engaged in corrupt or

fraudulent practices in competing for the contract, or during execution.

 “corrupt practice” means behavior on the part of officials in the public or private

sectors by which they improperly and unlawfully enrich themselves and/or those

close to them, or induce others to do so, by misusing the position in which they

are placed, and it includes the offering, giving, receiving, or soliciting of anything of

AMDAVAD MUNICIPAL CORPORATION VOL.-I

value to influence the action of any such official in the procurement process or in

contract execution; and

 “fraudulent practice” means a misrepresentation of facts in order to influence a

Procurement process or the execution of a contract to the detriment of the

Borrower, and includes collusive practice among bidders (prior to or after bid

submission) designed to establish bid prices at artificial non-competitive levels and

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

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and

contract without assigning any reason thereof.

 If AMDAVAD Municipal Corporation is convinced that the Bidder has resorted to material

misrepresentation or provided fraudulent information / statement, the said Bidder will be

liable for disqualification / rejection at any stage.

 Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If

the Tender volume is submitted without valid documents and without proof of eligibility

criteria it will be rejected.

 Those who do not meet with the eligibility criteria need not submit the Tender document.

 Tenders, which do not fulfill all or any of condition or are submitted incomplete in any

respect or are conditional tenders, will be rejected.

 Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the

existing laws as well as framed from time to time). Any penalties laid due to violation of

such laws shall be directly deducted from the contractor's outstanding

19. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users

of the road i.e. public and vehicles also. All the arrangements of traffic drums, metal / fiber

cones, traffic blinkers, traffic signs as per design, safety tapes etc. to be arranged at site.

Necessary florescent marking on traffic signs to be provided so that it should be visible at

night. During night working hours safety in charge personnel shall be provided with

florescent jackets.

The Contractor has to make all the necessary arrangements for making all the temporary

diversions for proper working at site including traffic signages, safety cones, traffic

blinkers, barricading tapes, red and green flags etc for making easy smooth and safe

conditions for the traffic. The Contractor shall and must provide above at his own cost.

 Liaison with local authority for electrical connections for the AMC

The contractor is responsible for liaison with local authority for change in supply connection

or new connection on behalf of AMC. It includes filling the necessary application to power

Supply Company, follow up and getting the supply, filling the necessary test reports to the

power supply company. All official fees including security deposits and other expenses shall

be of initially paid by the contractor.

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

Seal and Signature of the Bidder Add. City Engineer

Date: (North Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

TERMS & CONDITION

(C) FINACIAL CONDITION

1. Cost and Currencies of Bidding:-

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

the Employer will in no case be responsible or liable for those costs.

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2. Earnest Money Deposit:-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid

shall be valid for 28 days beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1, L2 and L3 bidders, will be returned as

promptly as possible as but not later than 28 days after the expiration of the period of bid

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be

returned when the bidder has furnished the required performance security and signed

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid during the period of bid validity;

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

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

Within 15 (Fifteen) days of the date of receipt of the Letter of Acceptance/Work Order,

the successful bidder shall deliver to the Employer, a Initial Security Deposit in the form of

a Bank Guarantee for an amount equivalent to 5% (Five percent) of the Contract Price .

The Security Deposit to be provided by the successful bidder in the form of a bank

guarantee as per format shall be issued from any Nationalized or RBI approved foreign

bank having net worth of more than Rs.500 Crore of Indian Operation and acceptable to

(B) Retention :-

a).Retention @ 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.

4. Approved Bank: - As per AMC finance Department Circular No-10, Dt.05.08.2024

AMDAVAD MUNICIPAL CORPORATION VOL.-I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate

8. Penalty: - Compensation for (0.10%) zero point one percentage of Delay contract price for

uncompleted work per day subject to a maximum up to ten percentage of contract price or

as decided by Municipal Commissioner.

9. Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT etc. on

material procurement or any other component for the works from any source shall be borne

by the contractors.

All duties, taxes, Service Tax and other levies payable by the Contractor under the Contract,

or for any other cause as of the date 28 days prior to the deadline for submission of the bids,

shall be included in the rates and prices and the total bid price submitted by the bidder and

the evaluation and comparison of bids by the Employer shall be made accordingly.

Seal and Signature of the Bidder Add. City Engineer

Date: (North Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

Tender form B-1

FORM B-1 OF GUJARAT STATE ROADS AND BUILDING DEPARTMENT/ WATER RESOURCES

DEPARTMENT may be referred.(only English version)

Note binding on the contractors

01. The terms and conditions of contract mentioned in the Clause no 1 to 77 of Form B-1 of

Gujarat State Road and Building Department / Water Resources Department shall be

applicable. Binding on the contractors unless specifically mentioned about it hereunder in

clause no.15 to

02. Please read “AMDAVAD Municipal Corporation “instead of “Government / Government of

Gujarat “wherever written.

03. Please read “ AMDAVAD Municipal Corporation “ instead of “ Government of Gujarat State

Public Works Department/Public Works Department/ Government “ wherever written.

04. Please read “City Engineer" instead of “Superintending Engineer “or Executive Engineer

wherever written.

05. “AMDAVAD Municipal Corporation “herein called as “AMC “

06. “Governor for the state of Gujarat “shall be read as “Municipal Commissioner / AMDAVAD

Municipal Corporation”

07. The contents / details / information mentioned in the relevant point under the heading

08. The contents / details / information mentioned in the relevant point under the

heading “NOTICE INVITING TENDERS” may be read as under-

Point No 1 may be read as: Tenders are invited by Municipal Commissioner ,AMC for the work of

Construction Of RCC Road And Paver Block Work At Different T.P. Road and MLA Budgets Under PIU

Unit In Naroda, Saijpur and Indiacolony Ward in North zone.(ARC)

 OF AMDAVAD CITY Point No.3 : The class of contractor shall be as per

Memorandum of Works in Brief.

 The Cl. No. 14.2, 21, 38, 60, 69, 73, 74, 75 shall be read as deleted.

09. The contents / details / information mentioned in the relevant point under the

heading “ADDITIONAL INSTRUCTIONS TO PERSONS TENDERING” shall be read as

 Point No .2.1 may be read as per the details mentioned in the tender notice

AMDAVAD MUNICIPAL CORPORATION VOL.-I

10. DECLARATION FORM & DECLARATION CERTIFICATE are given separately in Tender

Document and it shall be applicable.

11. TENDER FOR WORKS to be read as given in tender documents / Tender Form.

12. MEMORANDUM to be read as per the details given in tender notice

13. The contents / details / information mentioned in the following CLAUSE under the

heading “TERMS AND CONDITION OF CONTRACT” shall be read as under-

 Clause 1: Security Deposit: to be read as per the details given separately

elsewhere in the tender documents.

 Clause 2: Liquidated Damages for delay: to be read as per the details given

separately elsewhere in the tender documents.

14. Clause No. 14.2, 21, 38, 60, 69, 73, 74, 75 shall be read as deleted in the form B-1.

Seal and Signature of the Bidder Add. City Engineer

Date: (North Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. After sanction of tender a Letter of Intent shall be issued to contractor and in response

to that letter, contractor shall have to arrange for Security Deposit within 15 days. If S.D

is given within 10days of issuance of Letter of Intent, time limit shall be counted from

that date. If S.D is given after 15 days of issuance of letter of intent, contractor shall be

finned Rs. 200/- per day of delay and shall be deducted from contractor’s bill. In this

case time limit shall start latest by the 10th day of letter of intent, Security Deposit of

5% of tender amount shall be deposited by pay order, demand draft, cheque of

nationalized bank /scheduled bank by pay order, demand draft, cheque of nationalized

bank/scheduled bank only. Contractor shall have to sign contract paper with AMC.

2. In case of earnest money cheque bounce back, contractor’s tender shall treated as

cancelled and the contractor shall not be given any tender, offer, quotation work in

AMC for one year.

3. Conditional tender shall not be accepted

4. Tender validity period is 180 days from the date of opening of tender

5. Muni. Commissioner shall have right to accept, reject the tender as well as the rate at

which tender to be accepted and awarded.

6. Specification of tender items shall be as per PWD manual in general/AMC’s norms and

B-1 form conditions shall be applicable. In case of controversy, Add.C.E’s decision shall

7. Contractor shall have to deposit Earnest Money deposit with tender.

8. Work shall be allotted as per contractors registration class.

9. Contractor shall have to work in such a system that there shall be no damage to any

service line of electric, telephone, gas, any type of service cable ,drainage or water lines

etc. In case of damage to service line, the whole responsibility of accident shall be on

contractor’s shoulder. It will be responsibility of contractor to safe guard the labours

against any accident or damage of lives. In case of police complain, Contractor shall be

held responsible for negligence. In case of soil /land collapse, contractor shall be held

responsible for not supporting the soil suffering with strutting, shuttering Contractor

shall safeguard the labour before allowing the labour to enter in excavated or other site.

In case of accident to labours, contractor shall be held responsible for police complain

against him. AMC’s staff shall be responsible for any accident at the site of the work.

10. Contractor shall take insurance of his all labour. and supervisory staff

11. Only registered contractor shall quote the tender , If the contractor is registered with

government then they shall have to apply to registration in AMC within 90 days from

the date of work order.

12. AMC’S general condition and Form -B-1 shall be binding to the contractor B-1 Form is

put up on AMC’s web site.

13. Payment of running bill , final bill shall be as per policy of AMC in force at time of

14. Any time of litigation shall be in court of AMDAVAD city jurisdiction only.

15. As per site conditions/requirement of site, there shall be increase or decrease in tender

item quantities. In such case contractor shall not have right to any price rise. In case of

decrease in any tender item quantity, contractor shall not ask for compensation.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

16. If any construction material brought to site by contractor , is not as per specification, or

any inferior quality material brought to site, then such rejected material shall be

removed from the site within 24 hours, otherwise AMC can throw away such material at

any place and recover the amount for such removal work from contractor bill. In this

case contractor shall not be entitled for compensation.

17. Cost of testing of material shall be done by the contractor. He shall provide vehicle

for taking material/staff from site to testing laboratory/ manufacturing site and

contractor shall be bear the cost of transportation of staff and material.

18. Contractor shall work as per labour Act. Contractor shall not be given any payment if

labour act rules are not followed or insurance of labour is not taken for work

19. Contractor shall deposit the material on site in such a way that it should not become

obstruction to any one in any way

20. All type of taxes(e.g. sales tax, surcharge, vat etc) to be by the contractor.

21. If asked by AMC Engineering staff, contractor shall take photograph of site of

work/before start of work, during work and after the completion of work, with digital

camera and deposit to AMC office or transfer photograph from camera to AMC

computer. No additional cost shall be paid.

22. In case of cancellation/rejection of tender, contractor shall not be entitled for any

compensation Or right

23. In case of extra item, rate shall be taken from SOR of the year of tender preparation. If

item is not available in SOR, then market rate shall be derived by the Eng. dept by rate

analysis. Contractor shall not ask for the rates as per his rate analysis. This should be

clearly understood and taken in to consideration while quoting the tender by the

24. During execution of work, contractor shall take safety measures like protection by

ropes, drums, danger sign boards, plastic strips, bamboos, wooden poles etc as per

requirement & instruction of Engg.- in- charge. In case of accident due to lack of

protection, contractor shall responsible for police complains, compensation etc AMC

staff shall not be held responsible for contractors negligency.

25. If instructed by AMC officials, contractor shall have to keep daily progress register and

get is signed by Ass. city Engineer. Contractor shall maintain record of daily No. of

labours, employed, work done, rectification work carried out by contractor after Eng.-in-

charge inspection & the compliance of the same. If such rectification work is not done

by contractor within 24 days the contractor shall be finned Rs. 250/- day of delay & shall

be recovered from the contractors bill

26. Contractor is not entitled for any type of compensation or right for the cancellation of

tender or tender items by any means.

27. If work is not completed within specified time limit penalty shall be recovered from bills

as per tender condition.

28. Deduction from bills shall be done as per rules prevailing or the rules which shall come

in to force, by State or Central Govt.

29. 1% amount shall be deducted for labour welfare fund as per state Govt order.

30. Quantity in item is tentative. It is likely to be change.(increase or decrease) as per site

requirement during execution of work.

31. All above conditions shall over rule the conditions given in Form B-1

AMDAVAD MUNICIPAL CORPORATION VOL.-I

32. Contractor shall have to register the work as per labour act & as per building safety act,

1906 with ,Dy.Director building safety act, Shram bhavan, 5th floor labour commissioner

office, Khanpur, AMDAVAD.

33. Befor quoting tender, contractor shall have to take complete information of the work

after seeing site and from the concerned Asst. Engineer or Asst. city engineer.

34. In case of the bank detail are not given then EMD return procedure shall be delayed.

35. Before quoting the tender contractor should know that, he has seen the site &

understood the item of works, site conditions. He should be in a position to provide

labours at the time of festivals like Holi, Diwali, Navratri, Marriage season, rainy season

or any other time of the year Contractor can not say that he has no labours due to

36. In case progress is delayed, contractor shall be penalized 0.10% of Tender amount per

day for work done after time limit, maximum up to 10% for remaining value of work.

37. As per Cicular No- 41 Dt.09.11.2021 E Form Certificate Required.

38. Contractor has to follow Finance Circular NO-38, Date:- 21.11.2022

39. As per AMC’s Finance department Crcular No.38, Dt.21/11/022 and approval of

competent authority, rate of all the items are taken without GST and prevailing

GST will be payable Seperately..

40. All the relevant prevailing AMC circulars/ its time to time revisions are applicable

for this work and all the bidders are bound to follow the same, so the bidder must

check before applying for the tender.

I have read all above conditions carefully and ready to work as per above conditions.

Seal and Signature of the Bidder Add. City Engineer

Date: (North Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl- W•th Ítul

y.Bgw.ftu. W•th Ítul Ítulj ytuVem,

W•th Ítul xuLzh ltuxem lk- 18/2025-26 btk ytJhe juJtguj ftbtule ÂJd<tu

1. Wvhtuf< xuLzhtu su <u Jdobtk btLg hSMx[uNl ^htJ<t ftuLx[tfxh©eytuyu ChJt.

2. xuLzhle rlg< xuLzh Ve <&t R.yub.ze. ck^ fJhbtkk Wvh lt mhltbu ÁcÁ / hSMxh yu.ze./ MvezvtuMx/

fwhegh&e rlg< mbgbtk btufjJtlt hnuNu.

3. ftuLx[tfxh©eytuyu xuLzhle mt&u BGþrlrmvj btLg hSMx[uNlle/ dJobuLx hSMx[uNlle ftuve, (xuLzh ftuve

<&t yLg vwhtJt mt&u) yawf mtbuj fhJtle hnuNu ylu fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh

MvÐ œNtoJJtltu hnuNu.ck^ fhJh Wvh xuLzh ltuxem lkch, xuLzh lkch, ftblwk ltb <&t, ftuLx[[tfxhle

mkM&tlwk ltb <&t ftuLxufx lkc< yJ~g œNtoJJtlt hnuNu. su ftuLx[tfxh©eytuyu hSMx[uNl heLgw fhtJuj l

ntug <u ftuLx[tfxh©eyu xuLzh ChJt lnek.

4. ftuLx[tfxhtuyu xuuLzhbt cukfl wltb, Ft<t lkch, btRfh lkch ylu mhltb wMvÐ yûthtubtk jFJw.

5. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtlehnuNu. œhuf xuLzh œeX yjd xuLzh xuLzhVe ChJtle hnuNu.

6. ytuAe hfble xuLzh Ve, R.yub.ze. fu xuLzh Ve, R.yub.ze. ÂJltlt xuLzhtu hœct<j (fuLmj) dKtNu.

7. xuLzh mt&u BþfJtbtk ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / vu ytuzoh /

jtufj btRfh auf&e s MJefthJtbtk ytJNu. œhuf xuLzh œeX yjd R.yub.ze. ChJtle hnuNu. R.yub.ze.

hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu htufzt, jtufj btRfh auf, rzbtLz z[tVx, vu ytuzoh fu

cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb btxu R.yub.ze.le hfb btºt

rzbtLz z[tVx, vu ytuzoh fu ckuf duhkxelt MJYvbtk ytvJtle hnuNu.

8. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

9. xuLzh Ve <&t R.yub.ze.le hfblt ze.ze./ aufle vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlwk ltb <&t

btuctRj lkch yJ~g jFJtltu hnuNu.

10. Nh<e xuLzhtu hœ ct<j dKtNu.

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htFJtLþk &tg <u mbglu ftble BþÆ<btk bshu ytvJtbtk ytJNu. vhkðþ yt yLJgu ftuE CtJ J^thtu

ytvJtbtk ytJNu lne. sule ltuk^ xuLzhhu juJe.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

12. xuuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrlrmvj

frbNlh©ele hnuNu.

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fauheyu sYhe <vtm fhelu s xuLzh btufjJw.

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jtufj btRfh auf, rzbtLz z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS<

hfblt ftb btxu mefgtuhexe zevtuÍex/ vhVtuboLm duhkxele hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckufduhkxelt

MJYvbtk ytvJtle hnuNu.

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CtJ Cgto Jdhle mne mefft fhe mcbex fhJtle hnuNu. stu <ubtk CtJ Chuj nNu <tu <uJt xuLzh hœ

16. mœh xuLzhle ytRxbtult CtJtu ltKt Ft<tlt mhfgwjh lk.38, <t.21/11/2022 <&t mûtb m•ttle

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

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

17. mœh xuLzh yk<od<lt ftb mkjøl y.Bgw.ftu.btk v{Jo<btl <btb rlgbtu/mhfgwjhtu jtdw vzNu <ubs

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

zebtLz z[tVx / auf “Bgwrlrmvj frb§h©e, ybœtJtœ” lt ltbltu fZtJJtu.

xuLzhhle mne ylu rm¬tu yuze.mexe Rsluh (W.Ítul)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

Section II - CONDITIONS OF PARTICULAR APPLICATION

1. The selection process will lay high emphasis on the ability and competency of contractors to

do high quality work within the given time schedule.

2. The onus of providing, all necessary company / project related information, in appropriate

manner and medium, so as to demonstrate the competency of the bidder and to allow

proper evaluation, will rest entirely on the Bidder.

3. All information has to be typed or hand written legibly. All pages of the Bid have to be

Initialed by the bidder.

4. ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT ONLY.

Projects for which incomplete information has been provided will not be considered for

evaluation. The Bidder may attach separate sheets if so required. However, the final bound

document submitted, has to be submitted in vertical A4 size (210 mm X 297 mm) except

5. The scope of work, project description mentioned in the document is indicative and is likely

to change during detail design. Project brief, along-with the schematic drawings and colored

photographs, is provided to assist the bidder in understanding the fundamental and specific

requirements of the project.

6. Conditional tenders will not be accepted.

7. AMC’s decision for selection or rejection of the offers shall be final and binding to all.

8. Bidder should provide information as mentioned in the prescribed forms.

Information other than that related to this work shall not be considered for evaluation.

9. If AMDAVAD Municipal Corporation is convinced that the Bidder has resorted to material

misrepresentation or provided fraudulent information / statement, the said Bidder will be

liable for disqualification / rejection at any stage.

10. Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If

the Tender volume is submitted without valid documents and without proof of eligibility

criteria will be rejected.

11. Those who do not meet with the eligibility criteria need not submit the Tender document.

12. Tenders, which do not fulfill all or any of condition or are submitted incomplete in any

respect or are conditional tenders, will be rejected.

13. Municipal Commissioner reserves the rights to reduce/ increase the scope of work and

contract without assigning any reason thereof.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

14. DEFECTS: For completion of any work/ part thereof, contractor will be required to request

in writing, to get completion certificate from Additional City Engineer . Date of completion

for start of defect liability period will be considered as the date mentioned in the

completion certificate.

The contractor shall be required to make good all the damages / defects identified and

conveyed to him, during the entire defect liability period. The method and time limit of

rectification will be decided by the Engineer in charge. If he fails to carry out rectification

as per the instructions, the same will be carried out at his cost and it shall be recovered

from the amount retained.

15. All the material and other test expenses shall be borne by the contractor. Contractor shall

have to provide vehicle and other communication facilities to visit plant and testing

16. Contractor shall have to make his own arrangements for water and electricity for the

purpose of construction work at site at his own expense.

17. If the contractor fails to execute the said works within prescribed time limit, the said work

will be carried out at the risk and cost by other contractors with 20 % supervision charges as

may be decided by the Additional City Engineer.

18. Safety and Signage

Contactor has to arrange for the complete safety of the persons working for project, users

of the road i.e. public and vehicles also. All the arrangements of traffic drums, metal / fiber

cones, traffic blinkers, traffic signs as per design, safety tapes etc. to be arranged at site.

Necessary florescent marking on traffic signs to be provided so that it should be visible at

night. During night working hours safety in charge personnel shall be provided with

florescent jackets.

The Contractor has to make all the necessary arrangements for making all the temporary

diversions for proper working at site including traffic signage, safety cones, traffic

blinkers, barricading tapes, red and green flags/lights etc for making easy smooth and safe

conditions for the traffic. The Contractor shall and must provide above at his own cost. If

the Contractor fails to comply this clause, Rs. 500/- per day shall be recovered from his

19. Tax, Duties on Materials

AMDAVAD MUNICIPAL CORPORATION VOL.-I

All charge on account of Octroi, excise duties, terminal tax, sales tax. Service tax, VAT,

govt.duties etc. on material procurement or any other component for the works from any

source shall be borne by the contractors.

20. Submission of project schedule:

Contractor has to submit the following documents along with the qualification data of the

tender failing in which shall lead to rejection of the tender.

Contractor shall submit the detailed Project schedule showing break up for the various tasks

to be performed in order of their occurrence during the project in Microsoft Project/Prima

21. For Flakiness and Elongation Index norms adopted by AMC shall be made applicable.

22. For non-bituminous, bituminous and concrete works, the black trap aggregates of required

size shall be procured from quarry situated in Sevaliya / Timba region or equivalent. Prior

approval of source/ material by Additional City Engineer shall be required.

23. Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the

existing laws as well as framed from time to time). Any penalties laid due to violation of such

laws shall be directly deducted from the contractor's outstanding. .

24. 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.

25. Special Clause: As per construction works welfare cess Act – 1996 non-refundable one percent

of tender amount shall be deducted against works welfare cess.

Seal and Signature of the Bidder Add. City Engineer

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 month (Excluding Monsoon) after the order to start the works. Progress of work

should be in proportion to time limit.

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

for barricading at night and arrangement of Pagi at night to direct the traffic. He shall be responsible for any damage to

public. If any incident happen, during the execution of work. In case of dispute for unseen or overlooked items the

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

and at the time of completion of work and hand over the site with final finishing of the work as directed. All the

rejected materials shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall have to

cart daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall have to prepare

through of bigger size and mix the mortar in the required proportion. In on case he shall be allowed to mix the

mortar either on floor or any finished surfaces. The contractor shall have to make his own arrangement for water

required for the work.

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

paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in SOR than

based on current market rates. In case of extra item decision of Add. City Engg. shall remain final regarding rate.

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

contractor shall carry out the same at his quoted rates without charges any extra and the contractor will have to carry

out the works and he will be paid at the rate quoted by him. No claim for extra rate for subsequent changes in site and

design is entertained.

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

measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will be fully responsible

for compliance of the various provisions under contract Act. 1970 and the Rules framed the to under.

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

and that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If any

tenderer withdraw or makes any modifications or addition in the terms and conditions of his tender not acceptable to

the Municipal Corporation the Municipal Corporation shall without prejudice to any right or remedy be at liberty to

forfeit in full the said earnest money and black list the contractor.

If 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:-

1. Conditional tender shall not be accepted.

2. All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.

3. In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand draft or in

4. 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 Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child

Labour Prohibition and Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as

per the guide lines. If child labour is employed on the site work, the contractor shall have to deposit Rs.

20,000.00 (Rupees Tw enty thousand only) in the child labour welfare fund. If the employer refuses to

deposit then action will be taken for contempt of Supreme Court Judgement and also will be prosecuted

by concerned authority. Because of the breach of any provision of child labour prohibition and

regulation Act 1986 by the Contractor & Municipal Corporation becomes liable to pay any amount then

the Municipal Corporation shall recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its

Reso. No. 1783 Date 06--02-97, but the Municipal Corporation Board has recently decided that the

actual testing charge is taken and the remaining amount is refundable at the time of final bill (As per

Muni. Board Reso. No. 123 dated 25-02-97)

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register

acordingly,and has to follow other govt.rules.

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall

be entertain regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be

made by A.M.C. The same shall be placed on A.M.C website which may be downloaded by the tendrers

enclosed along with the tender duly signed. These shall form a part of tender. The tenderer shall not

add or amend the text of any of the documents except in so far as may be necessary to comply with any

* ADDENDAUM/CORRIGENDUM .

Addendum or corrigendum conveying any change or correction in respect of the work shall form the

part of the contract documents. The full consideration shall be given to such addendum or corrigendum

or correction before submission tender duly filled in by the contractor. Therefore, the contractor shall

have to watch such addendum or corrigendum or correction published by A.M.C through its website

www.egovamc.com. Tenderes shall verify the number of addendum issued and enclose the same with

the tender documents,failing which the tender shall be liable for rejection and no any complaint in

respect to this shall be entertained under any circumstances.

CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER

& STAMP (North Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

TECHNICAL SPECIFICATIONS

SPECIFICATIONS OF MATERIALS

1.1. Water shall not be salty or brackish and shall be clean, reasonably clear and free

objectionable quantities of silt and traces of oil and injurious alkalis, salts, organic

matter and other deleterious material which will either weaken the mortar or concrete

or cause efflorescence or attack the steel in R.C.C Container for transport, storage and

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

1.2. If required by the Engineer-in-charge it shall be tested by comparison with distilled

water. Comparison shall be made by means of standard cement tests for soundness,

time of setting and mortar strength as specified in I.S.269-1976. Any indication of

unsoundness, change in time of setting by 30 minutes or more or decrease of more than

10 per cent in strength of mortar prepared with water sample when compared with the

results obtained with mortar prepared with distilled water shall be sufficient cause for

rejection of water under test.

1.3. Water for curing mortar, concrete or masonry should not be too acidic or too alkaline. It

shall be free of elements which significantly affect the hydration reaction or otherwise

interfere with the hardening of concrete during curing or those which produce

objectionable stains or other unsightly deposits on concrete or mortar surfaces.

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

1.5. Portable water will be generally found suitable for curing mortar or concrete.

3.1 Cement shall be ordinary Portland slag cement as per I.S. 269-1976 or Portland slag

cement as per I.S. 455-1976.

M-4. White Cement :

4.1 The white cement shall conform to I.S. 80412-E

M-5. Coloured Cement:

5.1 Coloured cement shall be with white or gray Portland cement as specified in the item of

5.2 The pigments used for coloured cement shall be of approved quality and shall not

exceed 10% of cement used in the Mix. The mixture of pigment shall be properly

grounded to have a uniform colour and shade. The pigments shall have such properties

to provide for durability under exposure to sunlight and weather.

5.3 The pigment shall have the property such that it is neither by the cement nor

detrimental to it.

6.1. Sand shall be natural sand, clean, well graded, hard strong durable and gritty particle

free from injurious amounts of dust clay, kankar nodules, soft or flaky particles shale,

alkali, salts organic matter, loam, mica or another deleterious substance and shall be got

approved from the Engineer-in-charge. The sand shall not contain more than 8 percent

of silt as determined by field test. If necessary the sand shall be washed to make it

AMDAVAD MUNICIPAL CORPORATION VOL.-I

6.2. Coarse Sand : The fineness modulus of coarse sand shall not be less than 2.5 and shall

The sieve analysis of coarse shall be as under:

IS Sieve Percentage by weight IS Sieve Percentage by weight

Designation Passing Sieve Designation Passing Sieve

6.3 Fine Sand: The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand

shall be as under:

IS Sieve Percentage by weight IS Sieve Percentage by weight

Designation Passing Sieve Designation Passing Sieve

M-8. Stone Grit:

8.1. Grit shall consist of crushed or broken stone and be hard strong, dense, durable, clean,

of proper gradation and free from skin or coating likely to prevent adhesion of mortar

Grit shall generally be cubical in shape and as far as possible flaky elongated pieces shall

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

stone of particular quarries is mentioned, grit shall be obtained from the best black trap

or equivalent hard stone as approved by the Engineer-in-charge. The grit shall have no

deleterious reaction with cement.

8.2. The grit shall conform to the following gradation as per sieve analysis:

IS Sieve Percentage by weight IS Sieve Percentage by weight

Designation through Sieve Designation through Sieve

8.3. The crushing strength of grit will be such as to allow the concrete in which it is used to

used to built up the specified strength of concrete.

8.4. The necessary tests for grit shall carried out as per the requirements of I.S.2386(Parts I

to VII) 1963, as per instructions of the Engineer-in-charge. The necessity of test will be

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

Sand: Sand Shall conform to specification M-6.

10.1. Proportion of Mix : 10.2.1. Mortar shall consist of such proportions of slaked lime and

sand as may be specified in the item. The slaked lime and sand be measured by volume.

10.2. Preparation of Mortar :

10.3.1. Lime mortar shall be prepared by wet process as per I.S. 1625-1971. Power driven mill

shall be used for preparation of lime mortar. The slaked lime shall be placed in the mill

in an even layer and ground for the 180 revolutions with a sufficient water. Water shall

be added as required during grinding (care being taken not to add more water) that will

AMDAVAD MUNICIPAL CORPORATION VOL.-I

bring the mixed material to a consistency of stiff paste. Thoroughly wetted sand shall

then be added evenly and the mixture ground for another 180 revolutions.

10.3. Storage : 10.4.1 Mortar shall always be kept damp, protected form sum and rain till

used up , covering it by tarpaulin or open sheds.

10.4. Use : 10.5.1 All mortar shall be used as soon as possible after grinding it should be used

on the day on which it is prepared. But in no case mortar made earlier than 36 hours

shall be permitted for use.

ENERAL MATERIAL SPECIFICATIONS FOR BRAND NAMES TO BE USED FOR THE EXECUTION

SCHEDULE OF MAKE FOR CIVIL WORK

1. CEMENT (OPC/PPC): L&T (53 Grade), Siddhi, JK Laxmi, Hathi ,Ultratech, Ambuja, Binani, Sanghi

only. Samples of cement arranged by the Contractor shall be taken by the Engineer-in-Charge and got

tested in accordance with provisions of the relevant BIS codes. In case test results indicate that the

cement arranged by the Contractor does not conform to the relevant BIS codes, the same shall stand

rejected and shall be removed from the site by the Contractor at his own cost within three days.

3. TMT REINFORCEDMENT :Electrotherm, Kamdhenu Ispat , Sulekhram ,Sirhind or

equivalent as approved by consultant or competent authority The Contractor shall have to obtain

and furnish test certificates to the Engineer-in-Charge. The Contractor shall have to obtain and furnish

test certificates to the Engineer-in-Charge in respect of all supplies of steel brought by him to the site

of work. Samples shall also be taken and got tested by the Engineer-in- Charge as per the provisions

in this regard in the relevant BIS codes. In case the test results indicate that the steel arranged by the

Contractor does not conform to BIS codes, the same shall stand rejected and shall be removed from

the site of work within three days.

4. BRICK : Compressive strength Avg. 35 KG. Per sq.CM.

5. SAND : As per Mix design for concrete work or zone-II.

For Masonary and plaster work zone – III

6. COURSE AGGREGATE : Sevaliya or Equivalent, Approved quarry

 General Technical Specification Section

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

Item No.01 : 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) Dismantling tiled

or stone floors laid in mortar including stacking of serviceable material and disposal of

uservicalble material with all lead and lifts.

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.

Mode of Measurement shall be paid by Smt

(b) Demolition of brick work & stone masonry including stacking of serviceable materials

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

Mode of Measurement shall be paid by Cmt

AMDAVAD MUNICIPAL CORPORATION VOL.-I

© Demolition including stacking of serviceable materials and disposal of unserviceable

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

Mode of Measurement shall be paid by Cmt

Item No.02 : 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 approved rate by C E sir ) (a),(b)&(c)

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

approved rate by C E sir )Mode of Measurement shall be paid by Smt

Item No.03 : 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 200 Mt.lead

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 200 Mt.lead

Mode of Measurement shall be paid by cubic meter

Item No.04 : 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.

Lead From 4 Km to 5 Km.

f) Lead From 5 Km to 10 Km.

g) Lead From 10 Km to 15 Km.

Mode of Measurement shall be paid by cubic meter

Item No.05 : Providing and laying Cement Concrete 1:5:10 (1-Cement : 5-Fine Sand : 10-Graded

Brick Bat Aggregates 40mm Nominal Size) and curing complete. (compacting with

plate compactor. )

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,

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

Item No.06 : Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6- hand

broken stone aggregates 40 mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

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,

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

Item No.07 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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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 30 cum/hour. The

plant should equipped with automatic control panel for maintaining water cement ratio from batch

to batch to obtain concrete of uniform quality and strength. The plant should be equipped with

adequate mechanism for mechanized loading of raw materials into mixer and conveyor belt for

transportation of concrete from mixer to concrete block making machine to maintain quality of wet

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 paver blocks.

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 bedding to match the

shade of the paver block.

The colour of the paver block shall be guaranteed against fading of colour for period of 12 months

from the date of laying of the same at site.

All other technical specifications & Procedure for testing, laying & sampling of coloured pavers will be

as per attachment.

Pavers Block Characteristics:

The concrete pavers should have perpendicularities after release from the mould and the same

should be retained until the laying. The surface should be reasonably smooth and of anti skid and anti

AMDAVAD MUNICIPAL CORPORATION VOL.-I

glare type. The paver should have uniform chamfers to facilitate easy drainage surface run off. The

pavers should have uniform interlocking space of 2mm to 3mm to ensure compacted sand filling after

vibration on the paver Surface. The concrete mix design should be followed for each batch of

materials separately and automatic batching plant is to be used to achieve uniformity in strength and

quality. The pavers shall be manufactured in single layer only. Skilled labour should be employed for

laying blocks to ensure line and level of laying, desired shape of the surface and adequate compaction

of the sand in the joints. The pavers shall be of cement gray colour without any pigment & for

coloured pavers refer “specifications for coloured pave`” The pavers are to be skirted all round with

kerbing using solid concrete blocks of size 150mm X 250mm X 380mm. The kerbing should be

embedded for 100mm depth. The concrete used for kerbing shall be cured properly for 7 days

Paver Block Dimensions:

Thickness 60 mm

Shape Unipaver, I shape or directed by Addl.C.E.

Chamfer 4mm to 6mm along top edges

Colour Natural cement grey colour without use of any pigment.

For coloured pavers refer “specifications for coloured pavers”

Dimensional Tolerance (+/-) 2mm for length & width,

(+/-) 3mm for Height (Thickness)

Testing of Paver Blocks :

SR. NO. * TEST Frequency

1. Compressive Strength Min. 35 N/Sq mm for 60mm thick 250 Smt / 1 Test

2. Flexural Strength Minimum 4.5 N/Sq mm

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

* Sampling and testing procedure as per enclosed specifications

Sampling and Testing Procedure for Paver Blocks

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Sampling for Testing

Sampling of Paver blocks.

Method of sampling :

Before laying paver blocks, each designated section comprising not more than 50000 blocks, shall be

divided into ten approximately equal groups. Three blocks shall be drawn from each group.

Marking and identification :

All samples shall be clearly marked at the time of sampling in such a way that the designated section

of part thereof, and the consignment represented by the sample, are clearly defined.

The sample shall be dispatched to the approved test laboratory taking precaution to avoid damage to

the paving in transit. Protect the paving from damage and contamination until they have been tested.

The testing shall be carried as soon as possible, after the sample has been taken. As soon as

practicable after sampling. The samples shall be stored in water at 20 degree C  5 degree C for

hours prior to testing.

The item is to be executed as per instructions and to the entire satisfaction of Engineer-in-Charge

and/or his authorized representative using Rubber mould and Table vibrator for Kerb instead of

mechanical press system.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

carpet, metal, soling 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 and/or his

authorized representative.

Excavation area shall be properly identified and marked in rectangular shape. The road crust shall be

opened up to entire depth i.e. including soling. All the materials shall be separately deposited in such

a way and in places as may be determined by the Engineer-in-Charge and/or his authorized

representative. 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 contract

For detailed specification for Laying of Paver Block on sand bedding, refer R & B Department booklet

for General Technical Specification for building works.

The rate shall be for a unit of SMT

ITEM – 08 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

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 bedding.

The rate shall be for a unit of Smt

ITEM – 09 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. a) Laying on 5 cm thick Sand Bedding.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

The specifiction of following materials shall be conforming with specification mentioned for

relavent material / items in General technical specification for building work of R&B Department of

Water shall conform to M-1

Graded stone aggregate 20 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

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 20 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

50 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

38 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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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 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 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.

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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,

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 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.

Item No.10 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 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 productiona) Laying on 5 cm thick Sand Bedding.

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 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.

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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

productiona) Laying on 5 cm thick Sand Bedding.

The rate shall be for a unit of Rmt

Item No.11 : 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 x600 x 150 mm high

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 x600 x 150 mm high Footpath kerb.

Mode of measurement shall be in Rmt.

Item No.12 : 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 grade Grey

Paver block of size 200mm x 200mm.

Mode of measurement shall be in Smt.

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Item No.13 : 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 grade Grey

Paver block of size 200mm x 200mm.

Mode of measurement shall be in Smt.

Item No.14 : Road marking with hot applied thermoplastic paints with reflectorising glass beads on

bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250gms per sqm area,thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be

level,uniform and free from streaks and holes.zebra patta /bump patta lane/center

line/ edge line/cut patta. The white color marking should provide liminance coefficinet

on cement road shall be min 130 mcd/m2/lux and Asphalt road shall be

min100mcd/m2/lux during the service life during the daytime.The marking should

meet the performance criteria for night time reflectivity,wet reflectivity and skid

resistance as mentioned in the section-15of IRC35-2015.Warranty for the Retro

reflectivity should be two years.SOR RB 23-24 IT CODE

Mode of measurement shall be in Smt.

Item No.15 : 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 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

Type H and complying to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not

exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on

each side and the slope to the base shall be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/-

mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of

500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as per manufacturers recommendation and

The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-

in-charge. SOR RB IT NO:26162A

Mode of measurement shall be in Nos.

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Item No.16 : 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

new plastered concrete surfaces)

Mode of measurement shall be in Smt.

Item No.17 : Supplying And Fixing Jumbo bollard swiss type Made out of 1.5 cm crc sheet height

cms. Bottom dia 30 cms. Top dia 18cm. With direction plate of 45cm dia. Fabricated as

per attached drawing, pre treated with phospheting process painted with apoxy

coating reflectorised with retro reflective sheetings specified by M.O.R.T & H.'s latest

specification.(B) High Intensity Grade.

Mode of measurement shall be in Nos.

Item No.18 : 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 curved channel Make VYARA or Equivalent.

Mode of measurement shall be in Rmt.

Item No.19 : Labour work for fixing Interlocking Blocks / any kind of pavement on up to 50 mm th

sand bedding, levelling, watering and fixing in line & level as well cleaning the site

etc.comp. as directed.

Mode of measurement shall be in Smt.

Item No.20 : 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 top surface, as

directed by engineer in charge. .

Mode of measurement shall be in Rmt.

Item No.21 Repairing damaged M.H. and raising 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.(a)upto 0.15mt.(@Two coarse)(b)upto to 0.35mt.(@Four coarse (c)upto

0.65 mt.(@seven Coarse) (d)upto 0.90mt.(@Ten Coarse)

This item relates to repairing work of above item of machine hole with fixing existing seat at

top & fixing pre-cast FRC cover (medium duty) repairing up to 2.00 mt. depth. This item

relates to repairing existing machine hole of 1.40 x 1.00 or 1.00 x 0.75 mt. size with

AMDAVAD MUNICIPAL CORPORATION VOL.-I

removing first existing seat & cover including demolishing existing loose masonry work up to

from GF level to depth if specified & up to same height brick work in CM 1:5 shall be

completed & after of that work plastering work in CM 1:3 shall also be done. Rate including

fixing existing or new (if not there) C.I. steps shall fixed at time of masonary work. After

completion of brick work & plastering same machine hole seat & cover fixing at top & casted

it in C.C. 1:2:4 etc. Measurements shall be given on no. of basis up to 2.00 mt. depth work.

For detailed specification refer R & B Department booklet for General Technical Specification for

building works.

Items also includes:

Proper Barricading to avoid accidents.

Removal of debris from site.

Compaction of Bitumen by Roller.

Applying tack coat before laying of Hotmix material.

The mode of payment for this item shall be on No. Basis.

Item No.22 : Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø &

mm thick circular cover, 35.00 MT load design, 100x2mm MS flat allround, 16mm ø

plain round bar for lifting the cover & should be fitted with plastic cups.

Frame : 560 mm ø clear opening, outer size- 888x888x175 mm. On the upper periphery

of frame 25 x 3mm wide MS flat should be well embed in concrete to protect the edges

of frame. FRC E.H.D.-35 manhole cover & frame described as above

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 730mm ø & 90mm

thick circular cover, 20.00 MT load design, 90x2mm MS flat allround,16mm ø plain

round bar for lifting the cover & should be fitted with plastic cups.

Frame: 560mm ø clear opening, outer size - 890 x 890 x 165 mm. On the upper periphery

of frame 25 x 3mm wide MS flat should be well embded in concrete to protect the edges

F.R.C. Light Duty [LD-3.00] Chamber Cover : 680 x 530 x 35mm rectangular cover, 2.5:00

MT load design, 35x1.2mm MS flat all round, 6mm ø plain round bar for lifting the cover

& should be fitted with plastic cups. Frame: 600 x 450mm clear opening, outer Size-790 x

640 x 85 mm. Set : FRC L.D.- 3.00 chamber cover & frame described as above.

FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x 50 mm rectangular cover

frame size 600 x 450 mm clear opening outer size 816 x 666 x 100 mm (MD-10)

F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear opening, The

dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

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

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø & 100 mm

thick circular cover, 35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round

bar for lifting the cover & should be fitted with plastic cups.

Frame : 560 mm ø clear opening, outer size- 888x888x175 mm. On the upper periphery of

frame 25 x 3mm wide MS flat should be well embed in concrete to protect the edges of

frame. FRC E.H.D.-35 manhole cover & frame described as above

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 730mm ø & 90mm thick

circular cover, 20.00 MT load design, 90x2mm MS flat allround,16mm ø plain round bar for

lifting the cover & should be fitted with plastic cups.

Frame: 560mm ø clear opening, outer size - 890 x 890 x 165 mm. On the upper periphery of

frame 25 x 3mm wide MS flat should be well embded in concrete to protect the edges of

AMDAVAD MUNICIPAL CORPORATION VOL.-I

F.R.C. Light Duty [LD-3.00] Chamber Cover : 680 x 530 x 35mm rectangular cover, 2.5:00 MT

load design, 35x1.2mm MS flat all round, 6mm ø plain round bar for lifting the cover &

should be fitted with plastic cups. Frame: 600 x 450mm clear opening, outer Size-790 x 640 x

85 mm. Set : FRC L.D.- 3.00 chamber cover & frame described as above.

FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x 50 mm rectangular cover

frame size 600 x 450 mm clear opening outer size 816 x 666 x 100 mm (MD-10)

F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear opening, The

dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

Mode of measurement : The M/s shall be on No. basis.

Item No.23 : Providing and fixing cast iron manhole 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 exisisting 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.

Providing and fixing cast iron manhole 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 exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for

days etc. complete as per instruction by engg. in charge..

Measurement shall be given on Kg basis.

Item No.24 : Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver

Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver

Measurement shall be given on Day basis.

ITEM No.25 : Raising of Existing manhole. Item includes, cutting of existing road surround by

Manhole by diamond cutter machine, dismantling of road in confined area by breaker

machine and carting of dismantled material. Item also included necessary brick work to

raise the manhole at road level in CM 1:3. Item also included fixing of Manhole frame

at exact road level by using fibre reinforced thixotropic repair mortar material, Laying

of concrete made from special bonding chemical flowable micro concrete material in

desired thickness and laying of hot mix bituminous material in upper layer and

compaction of hot mix bituminous material by Plate compactor machine. Rate also

included necessary plaster at inside of manhole in CM 1:3 in 20 mm thickness on raised

Measurement shall be paid by No. basis.

ITEM No.26 : 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 Page 3 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 Codal Provision.

(a) Production & Supply of WMM

(b) Laying of WMM

Measurement shall be paid by Cmt basis.

ITEM No.27 : Providing & Supplying JCB Machine on rental basis in case of emergency situation

and break down type work & also during unavoidable condition as per instruction

of Engg. In Charge, rate includes all nece. Shifting, fuel and operating charges and

stacking of useful & non-useful materials separately up to store. (As per previous

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Measurement shall be paid by Hr basis.

Signature of Bidder Additional City Engineer

Address & Mobile no. (North Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Standard norms for quality control

Sr Test Frequency of tests Acceptance Criteria

a) Setting time initial 50 -100 T- 2 sample Not less than 30 minutes

final 100-200 T-3 sample Not more than 600 minutes

200-300 T-4 sample

300 - 500 T-5 sample

500- 800 T-6 sample

b) Fineness by Sieve 1 in 5 samples 90% passed from 90 micron sieve

c) Consistency One sample Above 30 percent

(Each sample as

d) Compressive strength One sample 160 kg / cm2 for OPC & PPC on third day

(Each sample as

220 kg / cm2 for OPC & PPC on seventh day

310 kg / cm2 for OPC & PPC on twenty eight day

e) Fineness test through 1 in 5 samples 2250 kg/Cm2 and above for OPC FOR PPC 3000 kg/Cm2

Specific surface

f) Chemical Analysis 1 in 5 samples Mgo less than 6 percent

IS 4032-986 SO3 less than 2.75 percent

less on ignition upto 5 percent

a) Silt Content 1sample of 10 kg Up to 3 percent

b) Fineness modulus - Do- Specification as per specified standard. No sand of fourth

zone shall be used.

3 Kapachi - Grit for

Building work As per IS 183-1970 standards

a) Gradation 2 test / Season As per relevant specifications provision

b) Impact 2 test / Season wearing surface overlaid surface (IS18.5-1972)

c) Abrasion 2 test / Season 30 % 5%

d) Soundness 2 test / Season Loss with Loss with

a) Efflorescence 20 bricks out of 2000 Moderate

32 bricks out of

50 bricks out of

b) Water absorption -DO- Less than 20 Percent

c) Compressive strength -DO- Minimum average 35 Kg/cm2 & individual result may fall

below up to 20 percent

5 Cement Concrete

flooring/Mosaic tiles

a) Water absorption 6 tiles /2000 tiles Maximum 10 percent

b) Transverse strength 12 tiles /2000 tiles Wet Dry

c) Abrasion 6 tiles /2000 tiles Average wear shall not exceed 3.5 mm

6 Water Chemical Once for approval

Analysis source

b) Chlorides " 2000 mg/L (PCC) & 500 mg/L for RCC

c) Organic (matter) " 200 mg/L Max.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Sr Test Frequency of tests Acceptance Criteria

d) Inorganic (matter) " 3000 mg/L Max.

e) Sulphate (mg/L) " 500 mg/L Max.

f) TDS " 2000 mg/L Max.

7 Cement Concrete As per IS 456-2000 Grade Specified characteristic cube

cubes ordinary and designation compressive strength.

controlled concrete At 28 days N/mm2

work m3 No. of M10

add sample for each M40

50 m3 part there of

ordinary and suces /60m3 each for Average compressive strength of each day should not be

controlled concrete for 7 and 28 days further less than specified strengths subject to that 20% cubes per

road bridge that every day for day (i.e.) 1 per 5 may fall below specified strength up to

first six days and its 85 percent.

once in three days

a) TMT bars 1 test / 40MT Fe-500 Quenched and Tempered (TMT) bars of different

diameters satisfying IS : 1786, with Yield stress >

N/mm2 , Tensile strength > 545 N/mm2

And elongation more than 12%

b) steel for general Gr.A Fe410 WS 410 N/mm2

structural purpose (All size)

specification IS 2062- Gr.B. Fe410 WB 410 N/mm2

1992 (All size)

c) steel wires for 8.0 140 Kg/mm2

prestressed consete IS 7.0 150 Kg/mm2

1785 part-1 19 lab 5.0 160 Kg/mm2

85 % the minimum specific tensiled strength

9 Teakwood As per LOT

e) Moisture cement

10 All Other Material As suggested by

Consultant/EIC/ TPI

as per relevant IS

AMDAVAD MUNICIPAL CORPORATION VOL.-I

1) Tests as may be directed by Engineer in charge as shown above shall have to

2) Above mentioned all the tests of the materials and others shall be carried out

for construction of each and every different lot in Government Approved

3) AMC / PMC / TPI may ask Contractor to Carry Out Additional Laboratory

Test for any of the Above Items if Required. The Cost of such testing shall be

borne by the Contractor.

4) Contractor should follow construction practice as per Latest I.S. Cades.

Seal and Signature of the Bidder Add. City Engineer (N.Z)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

FORM 1 - BID SECURITY (BANK GUARANTEE)

(Hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance

with the term and conditions of tender for the work Supplying and Fixing & Repairing of Shot

Blasted and Interlocking Paver Block and Kerbing in MP,MLA, Muni. Councilor and Diff Budget

at India Colony Ward in North Zone (ARC) 1. Therefore. We hereby affirm that -we are

guarantors on behalf of the Tenderer up to total rupees………………..(in

words............................................) Rs. (in figures) and we undertake to pay to Municipal

Commissioner, AMDAVAD Municipal Corporation, A'bad. Specified tip to his first written

demand, without demur without delay and without the necessary of a previous of judicial or

administrative procedures and without the necessity of a previous of judicial or administrative

procedures and without the necessity to prove to the Bank the defects or short comings or

debits of the contractor any sum within the limit of Rs.....................................................

2. We further agree that the Guarantee herein contemned shall remain in full force and effect

during the period that would be taken for the acceptance of tender. However unless a demand

of claim under this guarantee is made on its in writing on or before the (Date to be specified

will not be less than 180 days from the stipulated date of receiving the tender) we shall be

discharge from all liabilities under the guarantee thereafter

3. We undertake not to revoke the guarantee during it currency except with the previous

consent of the Municipal Commissioner, AMDAVAD Municipal Corporation, A' bad in

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the

Tenderer or of the Bank.

Signature & Seal of Guarantor ...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender is

accepted and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

7. List of approved banks As per ANNEXURE –

Seal and Signature of the Bidder Add. City Engineer (N.Z)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

FORM -2 PERFORMANCE GUARANTEE BOND

(BANK GUARANTEE)

(Clause 37 of Section I Volume 1)

Awarded a contract dated_ __________________FOR Supplying and Fixing &

Repairing of Shot Blasted and Interlocking Paver Block and Kerbing in MP,MLA, Muni.

Councilor and Diff Budget at India Colony Ward in North Zone (ARC)

Whereas the said M/s _________________________________________has approached Us

___________________________________________Bank to provided a PERFORMANCE

GUARANTES BOND to the AMC for the work undertakes by M/s.

have agreed to provided such a PERFORMANCE GUARANTEE BOND. Now therefore, we the_

______________________Bank provided the following Performance Bank, Guarantee by way

of these Bond to the AMC.

1. The contract value of the contract provided to M/s. _____________________by the AMC in

Rs. _ __________. This guarantee in the nature of PERFORMANCE GUARANTEE is provided so as

to ensure and indemnify the AMC for full and proper performance of the contract by

the _______________________________Bank hereby indemnify the AMC for all losses and / or

damages to the road surface which would be laid or resurface by

M/s.________________________ and such PERFORMACE GUARANTEE would include any

damage to hot mixes, dense bituminous macadam asphalt, concrete, seal coat, concrete blocks,

road markings, signage, steel structures which may be suffered by the AMC as a result of

defective production of mixes, because of poor workmanship, or at all, by way of this bond, we

the _________________________________Bank agree and promises that in the eventuality of

the contractors M/s. __________________________________________not repairing or

remeding the Problem, loss or damage to the road surface we shall indemnify and pay the AMC

such expenses, losses and damages that may be incurred by the AMC, as a result of the AMC

getting the work done itself or from the other source.

2. We _______________________________ Bank agree and understand that the decision as to

whether any losses or damages to the project have taken place or not and / or whether the

work suffers from poor workmanship or not will be taken by the Commissioner of AMC and on

the Commissioner's decision regarding such losses or damages or defect whatsoever being so

notified by the AMC to us, We shall immediately take steps and ensure that

M/s.__________________________________ faithfully and diligently carry out the necessary

remedial steps to the full satisfaction of the Commissioner of the AMC. The opinion of the

Commissioner as to whether full and complete remedial steps, to the full satisfaction the

Commissioner of the AMC has been taken or not, will be that of the AMC. For the purpose, of

arriving at such decision as aforesaid it will be open to the Commissioner of the AMC in case he

so desires, to delegate this power to subordinate like the city Engineer to take appreciate

decision and the decisions referred to above will be deemed to be properly take and as if taken

by the Commissioner of the AMC. In the eventually of M/s.______________ not taking

remedial action to the almost satisfaction of the Commissioner of AMC. The AMC will be

AMDAVAD MUNICIPAL CORPORATION VOL.-I

entitled to get the work done itself or from sources. On the Commissioner of the AMC notifying

to us the total expenses incurred for this purpose. We hereby expressly have under taken to

pay the AMC the said amount forth with and in any case not less than 7 days from taken to pay

the AMC the said binding the amount indicted by the Commissioner of the AMC and our

obligation to pay such amount will be continuing of the AMC and our obligation irrespective of

any dispute of differences that may arise between us and M/s.

_____________________________ of between the AMC and M/s.

3. The contract value is Rs. __________________________. This PERFORMANCE GURANTEE is

limited to 5% of the said contract value and accordingly it comes to Rs.

_______________________ our liability will be in all cases be limited to

4. We agree and undertake that this PERFORMANCE GURANTEE will be valid for a period of five

years and one month from the date when the contract work is completed by the

M/s._____________________________________. The Commissioner of the AMC notify such

completion that to us. In case, no such completion it is notified, this performance guarantee will

be a valid from five years from the date of execution of this agreement. The Performance

Guarantee will come into effect from such completion date. In case however, the contract of

several parts it will be opened to the Commissioner to indicate separate completion dates for

separate part and to simultaneously indicate a break up of the contract value equivalent to the

separate part. In which case the PERFORMANCE GUARNATEE to extent of the different

completion dates. It is expressly understood that the considering this period of five years and

one month, the date by which the Corporation, intimate the Bank about the losses, damages or

problems as the case may be, shall be considered as long as such intimation is within a period

of five years and one month from the completion date. We the ___________________ Bank

will be liable, irrespective of whether the remedial actions or lack thereof has taken place after

the period of the five years and one month.

5. We _________________________________ Bank agree that the PERFORMANCE

GUARANTEE which is continuing guarantee will be binding, and enforceable against us

irrespective of any difference / disputes between the AMC and M/s.

and irrespective of any change or variation or execution time or any forbearance or waiver

made or grant by the AMC to M/s.___________________________________.

6. In case any disputes arise as to the interpretation or implementation or implementation of

this PERFORMANCE GUARANTEE, the matter shall be referred to the sole arbitration of he

Commissioner of AMC whose decision in the matter will be final. In case any resource to any

court of law is necessitated, the appropriate Civil Court in the AMDAVAD along will have

Date: Signature of Contractor

AMDAVAD MUNICIPAL CORPORATION VOL.-I

FORM-3 FORM OF AGREEMENT

THIS AGREEMENT made the ____ day of _______, 20__ between AMDAVAD Municipal

Corporation ………………..(here in after called “the Employer”) of the one part and

___ (here in after called “the Contractor”) of the other part.

WHEREAS the Employer is desirous that certain works should be executed by the Contractor,

____________________________________________ and has accepted the bid by the

contractor for the execution and completion of such works and the remedying of any defects

therein at a contract price of Rs.______________ (Rupees ____________________________).

NOW THIS AGREEMENT WITNESSETH as follows:

1. In this Agreement, words and expressions shall have the same meanings as are respectively

assigned to them in the Conditions of Contract hereinafter referred to.

2. The following documents shall be deemed to form and be read and construed as part of

this Agreement, viz.:

a) The Letter of Acceptance;

b) The General Conditions

c) The Financial Condition

d) The Technical Specifications;

e) The Priced Bill of Quantities; and

f) Other documents forming part of the contract.

3. In consideration of the payments to be made by the Employer to the Contractor as here in

after mentioned, the Contractor hereby covenants with the Employer to execute and complete

the Works and remedy any defects therein in conformity in all respects with the provisions of

4. The Employer hereby covenants to pay the Contractor in consideration of the execution and

completion of the Works and the remedying of defects therein the Contract Price or such other

sum as may become payable under the provisions of the Contract at the times and in the

manner prescribed by the Contract. IN WITNESS where of the parties hereto have caused this

Agreement to be executed the day and year first before written.

Signed, sealed, and delivered by the said Employer and the Contractor in the presence of:

On behalf of AMDAVAD Municipal Corporation On behalf of M/s.

Binding Signature of the Employer:

Binding Signature of the Contractor:

*Sample Form for updating - qualification information*

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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s vAelt brnltle awfJKe ytWxmtumekd yusLmelu fhJe.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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AMDAVAD MUNICIPAL CORPORATION VOL.-I

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AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Seal and Signature of the Bidder Add. City Engineer