Construction Of RCC Road And Paver Block Work Under Capital ,M P,Mla,Counsiler Budget And Other Budget In Naroda Ward in North zone.(ARC)(RE-INVITE TENDER NOTICE NO-18, TENDER NO-87)

The technical bid shall be opened online on Dt.- 21.08.2026 at 11.00 hrs. Any change /

correction / corrigendum in respect of above work shall be placed on line. Contractors

arerequested 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 Construction

Of RCC Road And Paver Block Work Under Capital,M P,Mla,Counsiler Budget And Other Budget

In Naroda Ward in North zone.(ARC)(RE-INVITE TENDER NOTICE NO-18, TENDER NO-87)

1 Name of work Construction Of RCC Road And Paver Block Work Under

Capital,MP,Mla,Counsiler Budget And Other Budget In Naroda Ward in

North zone.(ARC)(RE-INVITE TENDER NOTICE NO-18, TENDER NO-87)

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. 3,00,00,000/-

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.3,00,000/- (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

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

part shall be separately duly sign & seal by contractor .

13 Liquidated Damages 10% of the Amount For Balance work After Date of Completion

or extended time Limit.

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

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

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

Document) amount 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 work.

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.

Bond for DLP, O&M Work

Dt.00/08/2023) to be submitted on completion of work and to be

retained till 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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

SCHEDULE OF BIDDING PROCESS

Event Description Date

1 Sale of Bid Documents

2 Last date of Online submission 17.08.2026 up to 17:00 hrs

3 Last date of Physical submission 18.08.2026 up to 17:00 hrs

4 Pre bid meeting -

5 Opening of Technical Bid 21.08.2026 AT 11:00 hrs

6 Opening of Price bid To be intimated

7 Validity of Bid 180 Days

Seal and Signature of the Bidder Addi. City Engineer (North Zone)

Date: Ahmedabad Municipal Corporation

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:- Construction Of RCC Road And Paver Block Work Under Capital

,MP,Mla,Counsiler Budget And Other Budget In Naroda Ward in North zone.(ARC) (RE-INVITE TENDER

NOTICE NO-18, TENDER NO-87)

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 Construction Of RCC Road And Paver Rs.3,00,00,000/- Rs. 3,00,000/- 12-MONTHS

Block Work Under Capital,M (Excluding Monsoon)

P,Mla,Counsiler Budget And Other

Budget In Naroda Ward in North

zone.(ARC)(RE-INVITE TENDER

NOTICE NO-18, TENDER NO-87)

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).

4. Procedure for Tender Opening

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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:

Construction Of RCC Road And Paver Block Work Under Capital

,M P,Mla,Counsiler And Other Budget In Naroda 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

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

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.

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.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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

contract execution; and

AMDAVAD MUNICIPAL CORPORATION VOL.-I

 “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) Defect liability period :-

Defect Liability Period for the said work shall be 5 (five) years from the date of completion of work.

(C) 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.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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- 06/2026-27 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.

11. stu xuLzhbtk MvÐ WÕjuF fhtguj ntug <tu atubtmtlu fthKu Ft<tfeg MËalt yLJgu ßgthu ßgthu ftb ck^

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.

13. xuLzhbtk stu ftuR mwDtht JDtht ntug <tu <u ykd xuLzh Ch<t vnujt AuÕju ÂœJmu rlg< JucmtRx y&Jt

fauheyu sYhe <vtm fhelu s xuLzh btufjJw.

14. mefgtuhexe zevtuÍex/ vVtuboLm duhuLxele 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 mefgtuhexe zevtuÍex/ vhVtuboLm duhkxele hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckufduhkxelt

MJYvbtk ytvJtle hnuNu.

15. ytuljtRl yul-«tufgwh JucmtRx vh&e ChJtlt &<t xuLzhbtk ftuLx[tfxh/ yusLmeyu xuLzhle ntzo

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

hœ fhJtbtk ytJNu.

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.

yu.yth.me. xuLzh- Nh<tu

1. yu.yth.me. xuLzhbtk Jfoytuzh ytÃgt ctœ ftb NY fhJtle mbgbgtoœtbtk ftuLx[tfxh îtht ftb NY

fhJtle òK fgto ctœ 24 fjtflt ftb NY lrn fhJtbtk ytJu <tu yLg ftuLx[tfxh vtmu btfuox hux&e

ftuLx[tfxhlt Faou ylu stuFbu ftbdehe fhtJJtbtk ytJNu.

2. ftuLx[tfxhlu Jfoytuzoh ytÃgt ctœ yu.yth.me. «fthlkw xuLzh ntuR ftble sYhegt< bwsc xujeVtulef òK

fhe su <u ftb NY fhJt fnuJtbtk ytJNu ylu su ftble òK fgtolt 24 fjtfbtk NY fhJtbtk lrn ytJu

ylu rlg< mbgbgtoœtbtk vwKo fhJtbtk lrn ytJu <tu su <u ytRxblt SOR CtJ&e 1.5 dKe vulÕxe

Jmwj juJtbtk ytJNu.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

3. ºtK fu J^w Jth Wvh bwscle yLg ftuLx[tfxh vtmu&e ftbdehe fhtJJtle Vhs vzNu ylu/y&Jt ºtK fu

J^w Jth vulÕxe fhJtle Vhs vzNu <tu <u mkstudtubtk ftuLx[tfxhlu çjufjeMx fhJtbtk ytJNu sule ykr<b

m•tt Bgw.frb¹lh©e lu hnuNu.

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 after the order to start the works. Progress of work should be in proportion

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 : 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.02 : 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.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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.03 : Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand broken

stone aggregates 40 mm nominal 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, 6 parts of hand broken stone aggregates

and shall so measured by volume. The concrete shall be mixed in a mechanical mixer at the site of work.

Hand mixing may however be allowed for smaller quantity of work if approved by the Engineer-

incharge. When hand mixing is permitted by the Engineer-in charge in case of breakdown of machinery’s

and in the interest of the work. it shall be carried out on a water tight platform and care shall be taken

to ensure that mixing is continued until the mass is uniform in colour and consistency. The quantity of

water shall be sufficient to produce a dense concrete of required workability for the purpose. The

concrete shall be handled from the place of mixing to the final position in not more than 15 minutes by

the method as directed and shall be placed into its final position, compacted and finished within

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 – 04 Providing, supplying and fixing pre cast C.C. blocks (M-20) edge kerb having size of 75 x 300 x

300 mm depth and as per design conveying it to the site, jointing into C:M 1:3 and racking out the joints

incl. necessary excavation of asphalt, soil etc. completed. ( App Rate )

The rate shall be for a unit of Rmt

ITEM – 05 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb Block for Footpath

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 Gujarat.

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 21 Days. No other means of curing shall be

allowed. The technical specification of concrete shall confirm to IS 456-2000. The concrete mix is not required to be

designed and only nominal mix as per IS: 456-2000 shall be followed. The proportion of the concrete mix shall be

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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 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

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

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 colour.

For all kind of exposed concrete work only one brand (to be approved by the Engineer-in charge) of cement shall be

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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. 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

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 mixing units.

At least 1 sample shall be taken from each shift. Ten test specimens shall be made from each sample, 5 for testing at

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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.06 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 required.

Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver blocks. Manufacturing of paver

blocks in your plant as per requirements in technical specification enclosed. Supplying of paver blocks at site, including

handling at both ends.

Laying of paver blocks at site as per requirement in technical specification 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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

Pavers Block Characteristics:

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

until the laying. The surface should be reasonably smooth and of anti skid and anti glare type. The paver should

have uniform chamfers to facilitate easy drainage surface run off. The pavers should have uniform interlocking

space of 2mm to 3mm to ensure compacted sand filling after vibration on the paver 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 minimum.

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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 24 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.

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 No.07 : Providing and laying in position Ready Mixed M-200 grade concrete for reinforced

cement concrete work, using cement content as per approved Design Mix

manufactured in fully automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured

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

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

shuttering finishing and reinforcement including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/retard setting of concrete, improve

workability without impairing strength and durability as per direction of the Engineer -

in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained)

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

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

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

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

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

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

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

per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

Mode of measurement shall be in Cmt.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Item No.08 : Providing and laying in position Ready Mixed M- 250 grade concrete for reinforced

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

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

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

cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained) (Cement level 450 kg )

Mode of measurement shall be in Cmt.

Item No.09 : Providing and laying in position Ready Mixed M- 300 grade concrete for reinforced

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

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

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

cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as per direction of the Engineer - in - charge.

Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg )

Mode of measurement shall be in Cmt.

Item No.10 : Providing Formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. Height of propping and centering

below supporting floor to ceiling not exceeding 4 M. and removal of the same for in

situ reinforced concrete and plain concrete work in. (A)Foundations Footings Bases of

Columns etc. and Mass concrete.

Providing Formwork of ordinary timber planking so as to give a rough finish including centering

shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling

not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in.

(A)Foundations Footings Bases of Columns etc. and Mass concrete.

Mode of measurement shall be in Smt.

Item No.11 : Providing TMT Bar FE500D reinforcement for R.C.C. Work including bending,binding and

placing in position complete up to floor two level.

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or his

authorized representative.

Mode of measurements shall be on Kg basis.

Item No.12 : P/A Tremix with dewartering machine and floater machine on constructed CC work for

finishing the surface as per requirement. The rate including all machinaries, labor, loading, unloading,

transportaion etc complete as per direction given by engineer in charge.

P/A Tremix with dewartering machine and floater machine on constructed CC work for finishing the

surface as per requirement. The rate including all machinaries, labor, loading, unloading, transportaion

etc complete as per direction given by engineer in charge.

Mode of measurements shall be on Smt. basis.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Item No.13 : Making 15 mm. groove in RCC work on road & filling it with polysulfied selant &

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

Making 15 mm. groove in RCC work on road & filling it with polysulfied selant & finished ot good incl.

all labour charges etc. comp.as directed.

Mode of measurement shall be in Rmt.

ITHEM NO – 14 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 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

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.15 : Providing And Jointing Stoneware Pipes Incl. Excavation Up to 2 Mt. Refilling,

Transporting Pipes To Work Site, Unloading, Lowering In Trench, jointing material Such As

Cement, sand, Hemp Bitumen As Directed, Incl. Watering The Trenches Spreading And Carting

away Of Surplus material as directed by engineer in charge. (As per approved Road Tender )

a) 100 mm dia ,B) 150 mm dia ,C) 230 mm dia

Providing And Jointing Stoneware Pipes Incl. Excavation Up to 2 Mt. Refilling,

Transporting Pipes To Work Site, Unloading, Lowering In Trench, jointing material Such As

Cement, sand, Hemp Bitumen As Directed, Incl. Watering The Trenches Spreading And

Carting away Of Surplus material as directed by engineer in charge. (As per approved Road

Tender ) 100 mm dia ,B) 150 mm dia ,C) 230 mm dia

The mode of measure ment shal l be o n Rmt.

Item No.16 : Providing & Supplying ISI Standard RCC pipes (of sulphate resisting cement) in a

standard lengths of following class & dia meter suitable for socket-spigot type including all taxes

insurance, transporation, freight charges, octroi, inspection charges, loading, unloading, conveyance

to departmental stores, staking etc complete (IS 458:1989) Class NP-3, test pressure 0.7/kg/sqcm.

Rate also includes supplying RCC collar for RCC pipes including taxes, carting, loading, unloading, etc

complete. Including labour work for lowering, laying, jointing, RCC pipes in CM 1:1 1/2 of following

diameters in proper position, grade and alignent at all as directed by engineer in charge. inlcuding

conveyance from store to site of work labour giving hydraulic testing and all necessary testing as per

AMDAVAD MUNICIPAL CORPORATION VOL.-I

IS code .(GWSSB SOR-2022-23, page no:15, Item no:10.2.A & 10.3 & section part 1&2 B labour

section, item no:11.B) (RCC pipe Horizontal cast)

300 mm internal diameter

The RCC pipes shall be manufacturers as per IS for B class pipes specifications using best materials first

class workmanship as per IS 458/1971.

The proportion of concrete shall be one part of cement to 2 parts of sand and 2parts of black trap agg.

Mix of suitable size so as to producing firm concrete thought thickness of the pipes.

Reinforcement on form of bars straight & cross wise shall be provided as per IS 458/ class specifications.

RCC spun pipes collars for the pipes shall be made in same manner the internal diameter of the collar

shall be sufficiently large to allow a perfect joint around the outside of the pipes with cement mortar

and other plastic materials.

The rate shall be for a unit of one Rmt

Item No.17 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer by ramming and

The mode of measure ment shal l be o n Cm t.

ITEM No.18 : Excavation for foundation up to 1.5 tm. depth in all type of hard and soft soil

including sorting out stacking of useful material & disposing of excavated stuff up to 50 tm. lead

loose or soft soil, girding, lighting, fencing the trenches', and pits. (depth measured from GL).

Etc.comp. Complete.

(a) 0 to 1.5 meter depth.

(b) 1.5 to 3.00 meter depth.

(c) 3.00 to 4.00 meter depth.

General : Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any

such ordinary excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this

Clearing the site :The site on which the structure is to be built shall be cleared and all obstructions, loose

stone, materials and rubbish of all kind, bush, wood and trees shall be removed as directed. The materials

so obtained shall be property of the Government and be conveyed and stacked as directed. within 50 M.

lead. The roots of the trees coming in the sides shall be cut and coated with a hot asphalt.

The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be paid.

Setting Out : After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor

shall assume full responsibility for alignment, elevation and dimension of each and all parts of the work.

Contractor shall supply laborers, materials, etc. required for setting out the reference marks and bench

marks and shall maintain them as long as required and directed.

Excavation : The excavation in foundation shall be carried out in true line and level and shall have the width

and depth as shown in the drawings or as directed. The contractor shall do the necessary shoring and

shutting or providing necessary slopes to a safe angle, at his own-cost. The payment for such precautionary

measures shall be paid separately if not specified. The bottom of the excavated area shall be 1 evened both

longitudinally and transversely. as

AMDAVAD MUNICIPAL CORPORATION VOL.-I

directed by removing and watering as required. No earth filling will be allowed for bringing it to level, if

mistake or any other reason excavation is made. deeper or wider that shown on the plan or directed. The

extra depth or width shall be made up with concrete of same proportion as specified for the foundation

concrete at the cost of the contractor. The excavation up to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud :

The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the

ground in layer including ramming and watering etc.

The balance of the excavated quantity shall be removed by the contractor from the site of work to a place

as directed with lead upped 50 M. and all lift.

Mode of measurement and payment :

The measurement of excavation in trenches for foundation shall be made according to the sections of

trenches shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall be

made for surplus excavation made in excess of above requirements or due to slopping and sloping back as

found necessary on account of conditions of soil , and requirements of safety.

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

ITEM No.19 : Constructing Slab Type Chamber of following size incl. excavation, refilling brick bats cement

concrete (1:5:10) for foundation, C.C. channel (1:2:4) finished, 15 mm. th cement plaster

inside & outside in C.M.1:3 finishing with cement slurry, P/F 4 mm dia M.S Steel HDPE

coated steps 35 cm c/c at 35 cm staggered Masonry in C.M. 1:5, R.C.C. slab in C.C. 1 : 1.5 :

including centering and reinforcement but excluding cost of manhole seat cover etc.

(A) Of size 0.60 x 0.45 mt. (inside clear) and Depth from 0.00 to 0.90 mt.

(B) Of size 0.60 x 0.75 mt. (inside clear) and Depth from 0.00 to 0.90 mt

(C) Of size 0.75 x 0.75 mt. (inside clear) and Depth from 0.00 to 1.20 mt.

The inspection chamber shall be constructed as per plan and section approved by the city engineer.

The specifications for different items are as under:

i) Excavation: This shall be done as per specification in Item No.

ii) Brickbats lime concrete: Lime used shall be got approved by the Engineer in charge before

starting the work. This shall comply with specification in general.

Sand to be used should comply with specification of P.W.D. hand book in general.

Brickbats to be used for concrete must be thoroughly well burnt and free from impurities and of size

from 20 to 25 mm. Lime mortar concrete should 2 parts of sand to operate of socked lime and shall

comply fully with the P.W.D. hand book's specification. The portion of the concrete shall be on part of

lime mortar and two parts broken brickbats 1: 1.Brickbats must be perfectly clean free from impurities

and shall be thoroughly wetted before mixing mixed proper on wooden or specially prepared platforms

until every part of broken bricks is sufficiently coated with mortar. Concrete must always be used quite

fresh it shall be laid in levees as directed never exceeding 20 kms. In thickness and creams up to surface.

The surface must be kept damp during and after consolidation and in laying can seductive layer for to

lower coarse should be well watered & mode laugh before the next is placed. The contractor shall have

to do brickbats concrete to so ordered by the engineer in cement with proportion 1 part of cement

part of sand 8 part of brickbats without any extra charges.

iii) Brick work with cement mortar:

Brick shall be table brick in P.W.D. hand book's specification No.

This surly be well burnt and free from all defects and shall be got approved by the engineer in

charge before the work is started. Cement to used for mortar shall comply with B.S.S. & P.W.D. hand

book specification No. 8 cement mortar for the brick work shall be one part of cement 6 part of sand.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Every brick well soaked in water is required to be laid in full and closed joint of cement mortar and shall

not exceed 3/8" thickness.

On removal of centering if any open joint are found this shall be pointed immediately. Special care

shall be taken to make the face of brick smooth. Brick work may be to the or shall be raked course.

All introduce serves shall be worked form template strictly made to dimensions and grades.

Brick work in general shall be of first class workmanship and shall be executed accordingly to the

plant working to the proper dimension and as directed by the officer in charge. brick should be

thoroughly wetted in water before being used. All bricks work to be cleaned and wetted in Water before

laying cement mortar shall be prepared in special iron pans and mixing in quantities as required using

measure boxes for sand and cement bag of 1.25 cft. Of 1 cft as measured as the case may be all general

specification No. 42 of P.W.D. hand book. The case work should be meanly finished the work shall be

kept wanted for 3 weeks at least after date of completion.

iv) C.C. Channels:

Cement concrete of the invert and channels of manholes shall consist on a part 1 part of cement

part of sand, 4 part of black trap metal or other approved material of size 1/4' to 1' well grade as per

instruction. The work shall be done as per P.W.D. hand book specification No. 20 and as per general

instruction of Addl.+C.E. The rate includes all necessary materials mixing lifting placing ramming

watering etc. the exposed faces to be neatly of the channels shall be half round as per drawing and

instructions of the engineer in charge. v) Cement Plaster: Cement plaster 15 thick shall be done using

cement mortar of cement and 3 parts of sand in uniform thickness with plumb surface. The work in

general shall comply with general specification for plaster No. 64 in P.W.D. hand book. The plaster

surface to be kept wet for a fortnight all material sides of

the inspection chamber including soffit of the arch shall be provide with cement plaster.

(vi) C. I. Articles :

These are not to be made accurately to from and dimensions shown in the drawings casting shall

be sharp clean free form cracks flows Air bubble blow holes combing or from other defects all casting

shall be cared with Dr. Angles Smith solution when red or with anticorrosive paint. No casing shall be

approved if more than 5% Higher of 1% lower than standard weight contractor shall have to submit two

samples of all approved G.I. Material, to the City Engineer for reference & these samples shall be

returned at the completion if the work all rejected materials shall have to be removed from the site of

the work 24 hours.

Mode of m / s & payment shall be on No basis.

ITEM No.20 : Constructing Slab type M.H. Chamber of the following size including excavation, refilling,

brick bats cement concrete (1:5:10), CC Channel (1:2:4) finished, 15 mm thick cement

plaster inside & outside in CM 1:3, finishing with cement slurry, P/F 4 mm dia M.S.Steel

HDPE coated steps 35 cm c/c at 35 cm staggered masonary in CM 1:5, RCC Slab in CC

1:1.5:3, including Centering & reinforcement but excluding the cost of Machinehole seat

cover etc..completed. of Size 1.00 X 0.75 meter (Inside Clear)

(A) 0.00 to 2.00 meter depth,

(B) 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.)

Machinehole shall be provided at every change of alignment, gradient or diameter of

sewer/storm water drains, Bends and junctions in the sewer/drain shall be grouped together in

Machinehole as far as possoble. The maximum distance between inspection chambers shall be about

25 meters. Where the diameter of sewer/drain is increased, the soffit of the pipe shall be fixed at the

same level and necessary slope given to the channel of Machinehole/inspection chamber. The

minimum internal sizes of Machinehole/inspection chamber shall be as per the respective item of

work. The Machinehole/inspection chamber shall be constructed as per the detailed drawings and as

directed by Engineer. The bed concrete and the brick masonry shall be constructed of such thickness

AMDAVAD MUNICIPAL CORPORATION VOL.-I

as shown on drawing. The brick masonry shall be constructed in C.M. (1:5), plastered on both faces

inside and out side with 15 mm cement plaster in C.M. (1:3). The channel shall be semicircular in the

bottom half and of diameter equal to the sewer/drain. Above the horizontal diameter, the sides shall

be extended vertically to the same level as the crown of the outgoing pipe and the top edge shall be

suitable rounded off. The branch channels shall also be similarly constructed with respect to the

benching out at their junction with the main channel as appropriate fall suitable rounded off in the

direction of flow in the main channel shall be given. The channel at the bottom of Machinehole /

inspection chamber shall be plastered with C.M. (1:3) and finished smooth. Rungs shall be provided in

all Machineholes/inspection chambers over 0.6 mtr in depth and shall be of cast iron conforming to

IS:5455. These rungs shall be fixed staggered in two vertical runs, 300 mm apart horizontally and

mm c/c vertically. The top rung shall be 450 mm below the Machinehole/ inspection chamber cover

and the lowest not more than 300 mm above the benching. The Machinehole/inspection chamber

frame and cover shall be of cast iron of specified weight and shall conform to the requirements given

in IS:1726. The covers and frames shall be cleanly cast and they shall be free from air and sand holes

and from clod shuts. They shall be neatly dressed and carefully trimmed. All castings shall be free

from voids whether due to shrinkage, gas inclusion or other causes. Covers shall have a raised

chequered design on the top surface to provide an adequered nonslip grip. Cover shall be capable of

easy opening and closing and it shall be fitted in the frame in workmanship like manner. The cover

shall be gas tight and water tight. The size of covers specified shall be considered as the clear internal

dimensions of the frame. Covers and frames shall be coated with a black bituminous composition.

The coating shall be smooth and tenaceous. The frame of Machinehole/inspection chamber cover

shall be firmly embeded to correct alignment and level in cement concrete on the top of the

masonry. The item shall be executed as per the detailed drawing and as directed by Engineer.

Design and Details of Reinforcement for the slab shall be approved before casting work or as

directed by engineer in charge or Additional City Engineer (New West Zone zone)

Mode of measurement: The rate shall be for a unit of one number basis.

Item No.21 : 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

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

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.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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 frame.

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.-

chamber cover & frame described as above.

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

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.22 : Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt

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

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

in the proportion of CM (1:3) with out jali etc. comp. as directed.

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt including excavation,

B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with 40 mm thick IPS flooring in

the prop M15 at bottom and 15 mm thick cement plaster inside the catch pit in the proportion of CM

(1:3) with out jali etc. comp. as directed.

Measurement shall be given on No.basis.

Item No.23 : CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc.

comp.. As directed by engineer in charge.

CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc. comp.. As

directed by engineer in charge.

Measurement shall be given on No.basis.

Item No.24 : Providing and fixing S.W. Gully Trap with C.I. Grating brick masonry chamber and water

tight C.I. cover with frame of 300mm x 300mm size(inside) with standard weight.(i) Square mouth

traps. (A) 100mm x 100mm size P type. ( SOR 2023-24 Item code24006AA, NBO.24.19 Page 173).

Measurement shall be given on No.basis.

Item No.25 : Leveling or orientation of existing Gully Trap chamber incl.nece. masonry in CM (1:6)

and plaster in CM (1:3) etc. using old GT stone and cover etc.comp..

Measurement shall be given on No.basis.

ITEM No.26 : Supplying, labour for break down repairing work for activities like excavation, disliting,

removing debris from trench back filling etc. comp. as directed by Eng.in charge.

(a)Mazdoor at day /Night,(b) Fitter at day / Night(c) Makadam/ supervision at day / Night

Measurement shall be paid by No. basis.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Item No.27 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, soiling/cutting

Reinforcement etc. comp. with stacking the material as directed. (a) up to 0.20 meter thickness (By

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

cost of operator, fuel, & transportation etc complete.(c) 0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including cost of operator, fuel, & transportation etc complete.

The Item shall be carried out as per Item description and as per instruction of Engineer-in-Charge

and/or his authorized representative.

The rate includes the cost of excavation of bituminous macadam i.e. bituminous layers only like DBM,

BC etc including the labours, tools, equipment and all other incidental expenses. Non Bituminous Sub-

layer/Sub base are not considered in this item.

Work shall be carried out manually or by Machinery as per site requirements.

The mode of payment for this item shall be on Smt. Basis.

ITEM No.28 : Dismentaling tiled of stone floors laid in mortar including stacking of serviceable

materilas and disposal of unserviceable materials with all lead and lift

The mode of payment for this item shall be on Smt. Basis.

ITEM No.29 : 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

The mode of payment for this item shall be on Cmt. Basis.

ITEM No.30 : Demolition including stacking of serviceable materials and disposal of unserviceable

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

The mode of payment for this item shall be on Cmt. Basis.

ITEM No.31 : Making connection to the ex.M.H.in running sewer of following dia pipes at any convenient

time when M.H.is found empty. All damamged work shall be well repaired as per instructions.

150 mm to 300 mm dia.

400 mm to 600 mm dia.

Making connection to the ex. M. H. in running sewer of following dia. pipes, at any convenient time when

M. H. is found empty. All damaged work shall be well repaired as per inst. etc. complete.

Making connection to the existing M.H. in running sewer of the said dia. Pipe at any convenient time and

M.H. is found be empty. All damaged work shall be well repaired as per instruction. Proposed R.C.C / G.S.W

pipe should be connected with the existing M.H. as directed. Hole made in the wall of existing M.H. should

be finished smooth in circular shape as directed. Rate also incl.Making or repairing of damaged brick,

plaster, and channel. As per instruction of E. I. C. Rate also incl. of watering etc. comp.

Mode of M/S and payment shall be on unit No. Basis

Item No.32 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 kerb stones. Filling of zari alone the

sides of the kerb stone fixed with Bituminous concrete mixed in proper position as directed by

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Engineer in change to form a portable mixture. In any case Gravel or such type of materials shall not

be allowed for production) Laying on 5 cm thick Sand Bedding

Item No.33 Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair

finish / texture finish kerb stones of approved make as per approved sample of any size and any type.

Kerbs shall be fixed on the foundation prepared as per approved design. The rate shall also include for

erecting and fixing the pieces in position for complete kerb system with chamfered type of kerbs

including necessary accessories of kerb like radius kerb, angles and quadrant kerbs, droplet kerbs etc.

complete as per drawing. Kerb shall be fixed as paper joint without any jointing material. However

cement mortar shall be provided at the backside of kerb stone joint. (Sample must be approved) Cost

of excavation, cutting , base , side filling shall includes as directed engineer - incharge in above item

description as per BOQ (a) 450 hight x 600x 150 mm high median kerb.As per approved rate

The rate shall be for a unit of Rmt

Item No.34 Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair

finish / texture finish kerb stones of approved make as per approved sample of any size and any type.

Kerbs shall be fixed on the foundation prepared as per approved design. The rate shall also include for

erecting and fixing the pieces in position for complete kerb system with chamfered type of kerbs

including necessary accessories of kerb like radius kerbs, angles and quadrant kerbs, droplet kerbs etc.

complete as per drawing. Kerb shall be fixed as paper joint without any jointing material. However

cement mortar shall be provided at the backside of kerb stone joint. (Sample must be approved) Cost

of excavation, cutting , base , side filling shall includes as directed engineer - incharge in above item

description as per BOQ (b) 380 x 600 x 150 mm high Footpath kerb.As per approved rate

The rate shall be for a unit of Rmt

Item No.35 Providing & laying Mountable type Central Verge including casting of Kerb of size 15.00 x

32.50 Cm by mechanical Kerb casting machinery and oil paint colour to Center verge (Kerb) by

Yellow/white and Black patta (Three Coat) one coat of priming & two coat of oil Paint including cost of

material required for paint and all labourworketc complete as per direction, detailed drawing and

instruction of engineer incharge .(Including Epoxy Piant of Approved Quality) (Central Verge) Rate

Anlaysis as per AUDA tender

The rate shall be for a unit of Rmt

Item No.36 Supplying and fixing for central verge 230 mm L x 235 mm Width x 680 mm H Supplying

& Fixing in M-20 grade using 20 mm nominal size black trap aggregate of sevaliya/timba or equivalent

quality for pre-cast blocks,reasonably exposed finish/formwork,mould with well equipped with

vibratory system for kerb stones of approved design including curing,etc.complete,including the cost

of formwork etc.complete.THe rate shall also include necessary cutting of asphalt,fixing the kerb

stones in line and level on 5 cm thick sand bedding with necessary equipments and materials.The rate

shall also include the flush pointing in CM(1:3)for all joints of the kerbstones.Filling of Zari alone the

sides of the kerb stone fixed with bituminous concrete mixed in proper position as directed by

engineer in charge to form a portable mixture.In any case gravel or such type of materials shall not be

allowed for production. (based on Road Project sor)

The rate shall be for a unit of Rmt

ITEM NO.37 Providing and setting 50 to 60 mm thick rouge kotah stone water table in line, level and in

required gradient including 25 mm thick beddcing in C.M. 1:6 (1 Part of cement : 6 Part of coarse sand) with

sufficient ramming consolidation. Providing joints in C.M. 1:3 (1 Part of cement : 3 Part coarse sand) and smooth

AMDAVAD MUNICIPAL CORPORATION VOL.-I

pointing in C.M. 1:1 (1 Part of Cement, 1 Part of coarse sand) including watering etc. complete and as per details

in tender specification & as directed by engineer in charge.

Size : 1' x 1'(40 to 50 mm thick)

The rate shall be for a unit of one Smt.

Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm sand bedding,

levelling, watering and fixing in line & level as well cleaning the site etc.comp. as directed.

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.

Work shall be carried out as per item description including cost of all labour and materials etc. complete

as directed. General standard practice of laying of paver block is applicable.

The measurements shall be on SMT basis.

ITHEM NO 40 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.(AMC approved Rate )

The measurements shall be on SMT basis.

ITHEM NO – 41 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.(AMC approved rate)

The measurements shall be on SMT basis

ITHEM NO – 42 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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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. As per approved rate

The measurements shall be on SMT basis

Item No.43 Hiring Charges For J.C.B.Machine Inclduing Cost Of Fuel, Operator, Dirver Etc.

The mode of payment for this item shall be on hr . Basis.

Item No.44 Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Drive

The mode of payment for this item shall be on day . Basis.

Item No.45 Constructing Slab type M.H. Chamber of the following size including excavation, refilling,

brick bats cement concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness 10 C.M.,

finished 15 mm thick cement plaster inside & outside (Only for shaft) in CM 1:3, finishing with cement

slurry, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in masonary CM 1:5,

RCC Slab in CC 1:1.5:3 of thickness 23 C.M., including Cantering & reinforcement (double jalli at 15 C.M.

c/c bothway 12 mm dia.) but excluding the cost of Manholeseat cover etc..completed. of Size 1.00 X

1.40 meter (Inside Clear,M.H. length should be parallel to the flow, for pipe dia <= 800 mm) (Based on

Drainage SOR 2009-10)

ITEM No.46 : Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to

match exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc.

complete as directed. M.H. seat cover will be supplied byA.M.C.(from any store)

The rate shall be for a unit of one number

ITEM No.47 : 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.

The mode of payment for this item shall be on Kg Basis.

Item No.48 Providing & Supplying of il Marked High Density Poy Emylne pors P-100 Poes in standard

lang suable fox Sewage & induation Ement o per 5 foecification no 14333 1906 or its latest

revision/amendment including all local & central taxes & Duties , freight charges,loading,unloading &

Convencyance to departmental strores

HDPE (PE-100) Pipes in standard length suitable for Sewage Industrial Effluents & Rising HDPE 6 kg/cm2

The mode of payment for this item shall be on rmt Basis.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

I Have Also Gone Through Technical Specifications For The Items (As Per Standard P.W.D. Technical

Specification For The Items And Also I Have The Book Of The Same) And Agree To Abide By Them.

In Case Of Where Is No Technical Specification For The Any Items Available, Specification Given

By The Engineer-In-Charge Shall Be Followed And For The Same I Agree To Abide By Them.

I Have Also Gone Through Technical Specifications For The Items (As Per Standard P.W.D. Technical

Specification For The Items And Also I Have The Book Of The Same) And Agree To Abide By Them.

In Case Of Where Is No Technical Specification For The Any Items Available, Specification Given

By The Engineer-In-Charge Shall Be Followed And For The Same I Agree To Abide By Them.

Providing & laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of form work in .

Before starting the concrete the bed of the foundations trenches shall be cleared of all loose materials and watered

and rammed as directed. The proportion of cement, sand and hand broken stone aggregates shall be one part of

cement, 5 parts of coarse sand, 10 parts of hand broken stone aggregates and shall so measured by volume. The

concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may however be allowed for smaller

quantity of work if approved by the Engineer-incharge. When hand mixing is permitted by the Engineer-in charge in

case of breakdown of machinery’s and in the interest of the work. it shall be carried out on a water tight platform and

care shall be taken to ensure that mixing is continued until the mass is uniform in colour and consistency. The quantity

of water shall be sufficient to produce a dense concrete of required workability for the purpose. The concrete shall be

handled from the place of mixing to the final position in not more than 15 minutes by the method as directed and shall

be placed into its final position, compacted and finished within 30 minutes of mixing with water i.e. before the setting

commences. The concrete shall be laid in layers of 15 cms. to 20 cms. The concrete shall be rammed with heavy iron

rammers and rapidly to get the required compaction and to allow all the gaps to be filled with mortar. After the final

set, the concrete shall be kept continuously wet, if required by pounding for a period of not less than 7 days from the

date of placement The concrete shall be measured for its length breadth and depth, limiting dimensions to those

specified on plan or as directed.

Mode of measurements shall be on CMT basis

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in

uniform layers in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the

desired density etc complete.

Production & Supply of WMM to site of works

This work shall consist of laying and compacting clean, crushed, graded aggregate and granular material, premixed with

water, to a dense mass on a prepared sub-grade/sub- base/ base or existing pavement as the case may be in accordance

with the requirements of these Specifications. The material shall be laid in one or more layers as necessary to lines, grades

and cross-sections shown on the approved drawings or as directed by the Engineer.

The thickness of a single compacted Wet Mix Macadam layer shall not be less than 75 mm. When vibrating or other

approved types of compacting equipment are used, the compacted depth of a single layer of the sub-base course may be

upto 200 mm with the approval of the Engineer.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Physical Requirements

Coarse aggregates shall be crushed stone. The aggregates shall conform to the physical requirements set forth in Table 19-1.

Sevaliya/Timba/Ankodiyaspecial aggregate is only acceptable.

If the water absorption value of the coarse aggregate is greater than 2 percent, the soundness test shall be carried out on

the material delivered to site as per IS:2386 (Part-5).

Table 19-1 : Physical Requirements of Coarse Aggregates for Wet Mix Macadam for Sub-base/Base Courses

S. No. Test Test Method Requirements

1. Los Angeles Abrasion value or IS:2386 (Part-4) 40 percent (Max.)

Aggregate Impact value

IS:2386 (Part-4) or IS:5640 30 percent (Max.)

2. Combined Flakiness and Elongation indices (Total)

IS:2386(Part-1) 35 percent (Max.)*

* To determine this combined proportion, the flaky stone from a representative sample should first be separated out. Flakiness index is weight of flaky

stone metal divided by weight of stone sample. Only the elongated particles be separated out from the remaining (non-flaky) stone metal. Elongation index

is weight of elongated particles divided by total non-flaky particles. The values of flakiness index and elongation index so found are added up

Grading Requirements

The aggregates shall conform to the grading given in Table 19-2.

Table 19-2 : Grading Requirements of Aggregates for Wet Mix Macadam

IS Sieve Designation Percent by weight passing the IS Sieve

600 micron 8-22

Material finer than 425 micron shall have Plasticity Index (PI) not exceeding

The final gradation approved within these limits shall be graded from coarse to fine and shall not vary from the low limit on

one sieve to the high limit on the adjacent sieve or vice versa.

Construction Operations:-

Preparation of Base

The surface of the sub-grade/sub-base/base to receive the Wet mix macadam course shall be prepared to the specified

grade and camber and cleaned of dust, dirt and other extraneous material. Any ruts or soft yielding places shall be corrected

in an approved manner and rolled until firm surface is obtained.

Where the Wet mix macadam is to be laid on an existing metalled road, damaged area including depressions and potholes

shall be repaired and made good with the suitable material. The existing surface shall be scarified and re-shaped to the

required grade and camber before spreading the coarse aggregate for Wet mix macadam.

Preparation of Mix

Wet Mix Macadam should be prepared in an approved mixing plant of suitable capacity having provision for controlled

addition of water and forced/positive mixing arrangement like pugmill or pan type mixer of concrete batching plant. For

small quantity of wet mix work, the Engineer may permit the mixing to be done in concrete mixers.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Quantity of water should not vary from OMC determined as per IS : 2720 (part VIII) by more than agreed limit. The mixed

material should be uniformly wet and no segregation should be permitted.

Spreading of mix

Immediately after mixing, the aggregates shall be spread uniformly and evenly upon the prepared subgrade/sub-base/base

in required quantities. In no case should these be dumped in heaps directly on the area where these are to be laid nor shall

their hauling over a partly completed stretch be permitted.

The mix may be spread either by a paver finisher or motor grader or as per instruction of Engineer-in-Charge and/or his

authorized representative. For portions where mechanical means cannot be used, manual means as approved by the

Engineer shall be used. The motor grader shall be capable of spreading the material uniformly all over the surface. Its blade

shall have hydraulic control suitable for initial adjustments and maintaining the same so as to achieve the specified slope and

The paver finisher shall be self-propelled, having the following features:

(i) Loading hoppers and suitable distribution mechanism

(ii) The screed shall have tamping and vibrating arrangement for initial compaction to the layer as it is spread without

rutting or otherwise marring the surface profile.

(iii) The paver shall be equipped with necessary control mechanism so as to ensure that the finished surface is free from

surface blemishes.

The surface of the aggregate shall be carefully checked with templates and all high or low sports remedied by removing or

adding aggregate as may be required. The layer may be tested by depth blocks during construction. No segregation of layer

and fine particles should be allowed. The aggregates as spread should be of uniform gradation with no pockets of fine

After the mix has been laid to the required thickness, grade and crossfall/camber the same shall be uniformly compacted, to

the full depth with suitable roller. If the thickness of single compacted layer does not exceed 100 mm, smooth wheel roller of

80 to 100 kN weight may be used. For a compacted single layer upto 200 mm, the compaction shall be done with the help of

vibratory roller of minimum static weight of 80 to 100 kN or equivalent capacity roller. The speed of the roller shall not

In portions having unidirectional cross fall/superelevation, rolling shall commence from the lower edge and progress

gradually towards the upper edge. Thereafter, roller should progress parallel to the centre line of the road, uniformly over-

lapping each preceding track by at least one third width until the entire surface has been rolled. Alternate trips of the roller

shall be terminated in stops at least 1 m away from any preceding stop.

In portions in camber, rolling should begin at the edge with the roller running forward and backward until the edges have

been firmly compacted. The roller shall then progress gradually towards the centre parallel to the centre line of the road

uniformly overlapping each of the preceding track by at least one-third width until the entire surface has been rolled.

Any displacement occurring as a result of reversing of the direction of a roller or from any other cause shall be corrected at

once as specified and/or removed and made good.

Along forms, kerbs, walls or other places not accessible to the roller, the mixture shall be thoroughly compacted with

mechanical tampers or a plate compactor. Skin patching of an area without scarifying the surface to permit proper bonding

of the added material shall not be permitted.

Rolling should not be done when the subgrade is soft or yielding or when it causes a wave-like motion in the sub-base/base

course or subgrade. If irregularities develop during rolling which exceed 12 mm when tested with a 3 metre straight edge,

the surface should be loosened and premixed material added or removed as required before rolling again so as to achieve a

uniform surface conforming to the desired grade and crossfall. In no case should the use of unmixed material be permitted

to make up the depressions. Rolling shall be continued till the density achieved is at least 98 per cent of the maximum dry

density for the material as determined by the method outlined in IS : 2720 (Part-8).

AMDAVAD MUNICIPAL CORPORATION VOL.-I

After completion, the surface of any finished layer shall be well-closed, free from movement under compaction equipment

or any compaction planes, ridges, cracks and loose material. All loose, segregated or otherwise defective areas shall be made

good to the full thickness of the layer and recompacted.

Setting and drying:

After final compaction of wet mix macadam course, the road shall be allowed to dry for 24 hours.

Opening to Traffic

Preferably no vehicular traffic of any kind should be allowed on the finished wet mix macadam surface till it has dried and

the wearing course laid.

Surface Finish and Quality Control of Work

Surface evenness:

The surface finish of construction shall conform to the requirements of Clause in Item No. 16&17&18.

Quality control:

Control on the quality of materials and works shall be exercised by the Engineer as per Table 19-3.

Table 19-3 : Test and Frequency for Materials for Wet Mix Macadam

Type of Construction Test Frequency (As per Circular No. 66) IS Code

Wet Mix Macadam Gradation One test per 200 Cu.m. IS:2386, Part-I-1963

Aggregate Impact Value One test per 1000 Cu.m. IS:2386, Part-IV

Combined Flakiness and Elongation

One test per 500 Cu.m. IS:2386, Part-I

Atterberg Limits of portion of One test per 200 Cu.m. IS:2720, Part-V

aggregates passing425 micron sieve

Density of compacted layer One set of three tests per 1000 sq.m

IS:2720, Part-VIII

Rectification of Surface Irregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible tolerances or where the course is

otherwise defective due to subgrade soil getting mixed with the aggregates, the full thickness of the layer shall be scarified

over the affected area, reshaped with added premixed material or removed and replaced with fresh premixed material as

applicable and recompacted. The area treated in the aforesaid manner shall not be less than 5 m long and 2 m wide. In no

case shall depressions be filled up with unmixed and ungraded material or fines.

Arrangement for Traffic

During the period of construction, arrangements for the traffic shall be provided. The Contractor shall take all necessary

measures for the safety of traffic during construction and provide, erect and maintain such barricades, including signs,

marking, flags, lights and flagmen as per instruction of the Engineer-in-charge.

Measurements for Payment

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

Signature of Bidder Additional City Engineer

Address & Mobile no. (North Zone)

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 of Construction Of RCC Road And Paver Block

Work Under Capital,M P,Mla,Counsiler Budget And Other Budget In Naroda Ward in North

zone.(ARC)(RE-INVITE TENDER NOTICE NO-18, TENDER NO-87)

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

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 Construction Of RCC Road

And Paver Block Work Under Capital,M P,Mla,Counsiler Budget And Other Budget

In Naroda Ward in North zone.(ARC)(RE-INVITE TENDER NOTICE NO-18, TENDER

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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

mkœCo: (1) ©b ylu htusdth htsgbkºte©e - lJe rœÕnelt vrhvºt ¢btkf C-III /011/2(82)2015/HQ

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(3) ©b ylu htusdth rJCtd-dtkDeldh vrhvºt ¢btkf: RveyuV/182016/368596/b(3)

Cth< mhfth©elt ©b ylu htusdth bkºttjg-lJe rœÕne ylu fboathe CrJ»g rlr^ mkdXl

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yr^rlgb,1952 nuX¤ ytJhe juJt sKtJuj Au.

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<tðftrjf vdjtk juJt.

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WbuhJtltu &<tu Vt¤tu yaqf fvtRlu <ublt «turJzLz Vkzlt Ft<tbtk sbt &tg,<ule aftmKe fhelu

s vAelt brnltle awfJKe ytWxmtumekd yusLmelu fhJe.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

R.ve.yuV.ytu. fauhelt yr^f]< yr^fthe©eytult sKtÔgt bwsc ybœtJtœ Bgwrlrmvj

ftuvtuohuNlbtk ftb fh<tk ftuLx[tfxh©eytu, mÃjtgoh©eytu <&t fLmjxLx©eytu rJduhu suJe <btb cnthle

yusLmeytuyu <ublt nM<flt fboathe©eytultu vK R.ve.yuV.btk mbtJuN fhJtltu ylu R.ve.yuV.lt

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yuBÃjtugh <hefu <ublt awfJJtlt ve.yuV. ykdult ltKtk rlg< Ôgts, vulÕxe ylu zubuSm mne<

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ybj fhJtle Ftm ltuk^ juJt yºtu&e sKtJJtbtk ytJu Au.

mne: zu.Bgwwrl.frbNlh

ltuku ^:- y.Bgw.ftu lt mhfgwjh lk-41 <t.09/11/2021 bwsc ‘bwÏg bkºte yu«uLxemNev gtuslt’ yk<do< ftuLx[tfxh/xuLzhhu

xuLzh mt&u VhSgt< R-Vtubo mxeoVefux hsw fhJtlwk hnuNu sule yawf ltuk^ juJe.

xuLzhhle mne ylu rm¬tu

AMDAVAD MUNICIPAL CORPORATION VOL.-I

bu.Bgwrl.frb§h©e, ybœtJtœ Bgwrl. ftuvtuhuNllt mhfgwjh lk.-81, <t.26.02.2015 bwsc

<btb «fthle fLmx[fNlle yufxeJexebtk bwÏg ftuLx[tfxh,mc ftuLx[tfxhlt su bswhtu ftbdehe

fh<t ntug <u <btb bswhtulwk dwsht< rcÕzekd yuLz y^h fLmx[fNl Jfombtk hSMx[uNl fhtJJwk

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION VOL.-I

ltuku ^:- y.Bgw.ftu lt mhfgwjh lk-41 <t.09/11/2021 bwsc ‘bwÏg bkºte yu«uLxemNev gtuslt’ yk<do<

ftuLx[tfxh/xuLzhhu xuLzh mt&u VhSgt< R-Vtubo mxeoVefux hsw fhJtlwk hnuNu sule yawf ltuk^ juJe

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Seal and Signature of the Bidder Add. City Engineer

AMDAVAD MUNICIPAL CORPORATION VOL.-I

W•th Ítulltk Jtr»tof huRx xuLzhbtk bhtb<-rlCtJltk z[ulus, vtKe, htuz, rcÕz´dlt sw>t sw>t ftbtu <&t

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ftbtu btxu ltdrhf yr^fth vºtfbtk sKtJuj mbg bgtoœtbtk Vrhgtœltu rlftj fhJt <ubs muJtfeg ftbdehe

mbg bgtoœtbtk vwKo &tg <u btxu R-dJolLm me.me.yth.yum. «tusufx yk<od<<t.21.08.2021lt

mh¾gwjh <&t mexe Rsluh Ft<w vrhvºt lk.2 <t. 07.10.2023 lt vrhvºt,Bgw.frb.©ele <theF

23.04.2026 le belexm ytuV bexekd ltk bwœTt lk.21 ylwkm^tlu z[tVx btk mtbuj vulÕxe Nh<tu xuLzhbtk

htFJtle ylu <u bwsc le vulÕxe JmwjJtle xuLzh Nh<tu leau bwsc Au.

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ftbdehe yum.yuj.yu. le mbg bgtoœtbtk fhJtle hnuNu.

2. ftbdehe vwKo &gt ctœ <ult Vtuxtud{tV,mxeoVefux ylu ftbdehe vwKo &gt le òK yum.yuj.yu.

mbg bgtoœtbtk Jtuzolt MxtVlu fhJtle hnuNu.

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«btKe< fhe Jtuzo yturVmu hsw fhJtltu hnuNu.

5. ftuLx[tfxh îtht yhsœth lu Vtul fgto ctœ mœh Vrhgtœ yLg Jtuzo fu yLg rzvtxobuLx fu

y.Bgw.ftuvtuohuNl lt ftgoûtuºt btk l ytJ<e ntuR <ule òK Jtuzo MxtVo lu <tðftrjf fhJtle hnuNu.

 me.me.yth.yum Vrhgtœ mbg bgtoœt btk rlftj l &Jtlt mkstudtu btk fhJtle &<e 5uluÕxe le rJd<

Sr. Department Category Problem SLA Penalty

1 Engineering Water>>Engineering Inadequate water or low inflow 240

pressure - Eng Hours

2 Engineering Water>>Engineering Leakage In Pipe Line - Eng 48

3 Engineering Water>>Engineering Water quality-Polluted water - 24

4 Engineering Water>>Engineering No Water - Eng 240

5 Engineering Drainage>>Engineering Drain Blockage or Choking on 48

TP road - Eng Hours

6 Engineering Drainage>>Engineering Overflowing of main line and 48

distribution line on road - Eng Hours

7 Engineering Drainage>>Engineering No Drainage Manhole cover - 24

8 Engineering Drainage>>Engineering Frequent Breakdown & Blockage 96

of Drain - Eng Hours

AMDAVAD MUNICIPAL CORPORATION VOL.-I

9 Engineering Road Pot holes on the Road 24

10 Engineering Road Patch work Relaying of a portion 72

11 Engineering Road Deep Pit - Large settlement of 48

12 Engineering Road Removal of waste-Dust Lying on 72

both side of the road after re Hours

13 Engineering Footpath Footpath Repairing Required 168

14 Engineering Public Building No Water Supply In A Public 24

15 Engineering Public Building Public Toilets and Urinals - 360

Repairing of Doors, Windows, Hours

Tiles or Sheets

16 Engineering Public Building Other Maintenance 168

17 Engineering Drainage>>Engineering Contractor Had not disposed off 48

the Manhole Silt Properly - Eng Hours

18 Engineering Drainage>>Engineering Raising the Manhole Cover & 168

Catch Pit Up To the Road Level - Hours

19 Engineering Drainage>>Engineering Lowering the Manhole cover & 168

Catch pit - Eng Hours

20 Engineering Drainage>>Engineering Public Toilets and Urinals - 72

Drainage Line Blockage or Hours

21 Engineering Drainage>>Engineering Public Toilets and Urinals - 168

Drainage Line Breakage Hours

22 Engineering Water>>Engineering Public Toilets and Urinals - Non- 168

Availability of Water/Cleaning of Hours

Water Tank/Broken Tank Cover