Hand laying Patch work by hot mix material and Wet Mix Material Supplying at Different Area in Indrapuri ward of South Zone.

4 Estimated Cost put to tender Rs.11,99,999.86 (exclusive of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

5 Earnest Money Deposit 1 % EMD of Estimate put to tender (Demand Draft / pay order /

Bank Guarantee in favour of Municipal Commissioner, Ahmedabad

is to be submitted as prescribed in 10.0 below. Demand Draft/Bank

Guarantee shall be from approved list of AMC of banks and the

issuing branch of bank guarantee shall be of Ahmedabad city only

and it should be valid for 180 days from the last date of tender

submission. E.M.D. shall be submitted physically along with the

Physical Submission.

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

(B) 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.

7 Tender fees Rs.900/- Demand Draft / Pay order in favour of Municipal

(Non refundable) Commissioner, Ahmedabad)

8 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 Office of Assistant Manager(South zone) , South

zone office, Rambaug, Maninagar Ahmedabad

9 Tenders issue date Tenders from the website http://amc.nprocure.com &

http://nprocure.com shall be down loaded.

10 Last date of receiving Tenders. Dt.03/03/2026 up to 16:00 hrs The tenders received after this

date and time will not be entertained under any circumstances.

11 Date of Opening To be intimated after technical bid evaluation.

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

Documents RPAD/ Speed post/ Hand Delivery/ Courier in sealed covers as

described in submission of the tender.

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

Specification contract shall be applicable.

14 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price

To the Final Submission Time And Date. The Same Shall From a

part Of Tender and The Same As to be Attached Along with The

Tender Document.

15 EPF Act As per Account Department circular no-37 Date: 09/08/2018

16 GST GST will be paid extra by AMC/Authority at prevailing rate to the

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

all the tenders without assigning any reasons thereof.

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION,("hereinafter called “the Employer”) invites

sealed Tender document from reputed and qualified bidders for the construction of Works

detailed in the Table below:-

Sr. Name of Works Approximate Earnest Completion

No. value of works Money Period

(Rs.) Deposit (Rs.)

1 Hand laying Patch work by hot mix Rs.11,99,999.86 Rs.12,000/- 12 Months

material and Wet Mix Material

Supplying at Different Area in

Indrapuri ward of South Zone.

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 Rs.900.00 in the form of

Demand Draft / Pay Order from any Nationalized Bank in favour of MUNICIPAL

COMMISSIONER, Ahmedabad, payable at Ahmedabad, 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 Ahmedabad and drawn in favour of MUNICIPAL

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

specified in Clause 2 of Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) South Zone,2nd Floor,

South Zone Office, Opp. Fire Station, Maninagar, Ahmedabad-380008, 16.00 hrs

6. The Price Bids will be opened at the office of Addl.City Engineer-- (S/Z) , Ahmedabad

Municipal Corporation, 2nd Floor, South Zone Office, Opp. Fire Station, Maninagar,

Ahmedabad-380008 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 time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD 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 schedule time along with soft copy

of Tender Document Vol. 1 , scan copy of tender fee & EMD (Draft /DD) and all other enclosures as

asked in tender.

b).The bidder shall submit the Tender document physically 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

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

Assistant Manager, South Zone,

2nd Floor, South Zone Office,

Opp. Fire Station, Maninagar,

Ahmedabad-380008.

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

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.

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

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 with in 15 days after receiving letter of Indent.

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 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 Addl. City Engineer

Date: (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

1.1 The Ahmedabad 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:

Hand laying Patch work by hot mix material and Wet Mix Material Supplying at Different Area in

Indrapuri ward of South Zone.

1.3 The works under this Contract shall be carried out in accordance with the bidding documents

constituting the contract and shall consist of various salient items as generally described below:

2. Source of Funds

2.1 The expenditure on these Works will be met by AHMEDABAD 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 practice.

 The bidders shall have a registration with State PWD, and/or CPWD for "E2" class and or

equivalent with specialization in road works. If contractor is not registered with AMC in

the relevant class, on award of contract he shall be required to register himself with AMC

within 3 month's time.

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 bidder;

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

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

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.

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 AHMEDABAD 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

 “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 Ahmedabad 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

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 Addl. City Engineer

Date: (South Zone)

AHMEDABAD 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 180 days i.e. 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, the successful

bidder shall deliver to the Employer, a Initial Security Deposite in the form of a Bank

Guarantee for an amount equivalent to 3% (three percent) of the Contract Price .

The Security Deposite 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) Performance Bond : ---N.A.------

(C) Defect liability period: ---N.A.------

(D) Solvency: Solvency certificate for an amount equal to 20 % of the Certificate estimated

cost of works plus the amount of works on hand still to be executed by him. A solvency

certificate to this effect shall be submitted by him from any Nationalized bank.

(E) Retention :- ---N.A.------

4. Approved Bank: - As per finance circular no. 10 / Dt.01/06/2022

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 for

8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time

limit. (As per Circular No.9, Date.18.05.2012) 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.

10. 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 15 % supervision charges as may

be decided by the Addl. City Engineer.(Soth Zone).

11. If any delay is caused handing over sites to contractor, due to excavation for providing any

utilities or for any other reason, no extra payment or claim or price rise shall be paid to

contractor except price variation of basic rate mentioned in the tender. However this

condition will be effective for 3 month beyond the time limit/or extended time limit.

12. Water, Electricity Contractor shall have to make his own arrangements for water and

electricity for the purpose of construction work at site at his own expense.

13. Actual Testing charges of materials will be deducted from the final bill.

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 Addl. City Engineer

Date: (South Zone)

Approved Bank List for B.G.

As per account department (A.M.C.) circular no. 03 Dt.28/04/2023 Bank

guarantee of said work must be of Ahmedabad city branch, which mentioned as

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

permanent basis.

 All nationalized Banks

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

period up to March-31, 2024. The validity cut-off date in the GR is with

respect to the date of issue of Bank Guarantee irrespective of the date of

termination of Bank Guarantee.

1. Commercial Banks :-

1. A U Small Finance Bank

3. City Union Bank

4. DBS Bank India Limited

6. Equitas Small Finance Bank

7. Federal Bank

10.IndusInd Bank

11.Kotak Mahindra Bank

12.Standard Chartered Bank

13.Tamilnadu Mercantile Bank

14.Bandhan Bank

18.Karnataka Bank

19.Krur Vysya Bank

20.South Indian Bank

21.Utkarsh Small Finance Bank

2. Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutan nagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. Saurashtra Gramin Bank

7. The Gujarat State Co-Operative Bank

8. The Mehsana Urban Co-operative Bank Limited

9. The Surat District Co-operative Bank

10.The Surat Peoples Co-operative Bank

11.SVC Co-operative Bank LTD.

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zebtLz z[tVx / auf “BgwÂlÂmvj fÂb§h, ybœtJtœ” lt ltbltu fZtJJtu.

Contractor's Signature Addl. City Engineer

& Stamp (South Zone)

AHMEDABAD 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 “Ahmedabad Municipal Corporation “instead of “Government /

Government of Gujarat “wherever written.

03. Please read “ Ahmedabad 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. “ Ahmedabad Municipal Corporation “ herein called as“AMC “

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

Ahmedabad Municipal Corporation ”

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

Seal and Signature of the Bidder Addl. City Engineer

“bwÏgbkºte yu«uLxemNev gtuslt” yk<do< 2021-22 lt J»tobtk Bgwrl.

frb. ©e lt mh¾gwjh lk. 41 <t. 09.11.2021 lt ylwmk^tlu xuLzhhu

‘The Apprentices Act - 1961’ yLJgu <uytulwk yuBÃjtugh - ltufhe œt<t

<hefu hSMx[uNl fhtJuj Au, <ultu vwhtJtu mtbuj fhJtltu hnuNu.

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION

TECHNICAL SPECIFICATIONS

Box cutting the read surface in all sorts of soil, murrum to proper slope & camber for making a base

for road work including removing the excavated stuff & depositing on the road side as directed upto

200.00 mt. Lead

Any soil which generally yields to the application of pickaxes and shovels, spades, rakes or

any such ordinary excavating implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls

under this category. For materials and workmanship for earthwork and excavation, relevant

specification IS: 3764 & IS 1200 (Part I) shall be followed.

To protect persons from injury and to avoid damage to property, adequate barricades,

construction signs, red lanterns and guards as required shall be placed and maintained during the

progress of the construction work and until it is safe for the traffic to use the roadways. The relevant

Indian standards and the rules and regulations of local authorities in regards to safety provisions shall

The depth of the excavation shall be as required. The site shall be cleared and all

obstructions, loose stones, materials and rubbish of all kind, bush; wood and all type trees shall be

removed, as directed. The materials so obtained shall be the property of AMC and shall be conveyed

and stacked as directed, within 50-m. lead. The roots of the trees coming in the sides of the trenches

shall be cut and coated with hot Bitumen.

All types of trees, woods etc. which requires prior permission of Govt./ Forest Authority /

Municipal Commissioner, before cutting shall be cut after obtaining such permission from them. The

rate of site clearance is deemed to be included in the rate of earthwork.

The excavation shall be carried out in true line and level and having width and depth, as

shown in the drawings or as directed. The Contractor shall do the necessary shoring and strutting or

shall provide necessary slopes to a safe angle or steps, as required or directed, at his own cost. No

extra payment shall be made for such precautionary measures, taken. The bottom of the excavated

area shall be leveled both longitudinally and transversely, as directed, by removing excess soil and

watering, as required. No earth filling will be allowed for bringing it to level, if by mistake or any other

reason, excavation is made deeper or wider than shown on the drawings or as directed. The extra

depth or width shall be made up with sand filling, as specified for the bottom level of the subsequent

finishing at the cost of the Contractor or as directed by Engineer-In-Charge.

The Contractor shall at his own expense and without extra charge make provision of

supporting all utility services, lighting the excavated areas, separating and stacking serviceable

materials neatly, shoring, timbering, strutting, bailing out water either sub-soil or rainwater, including

pumping at any stage of the work. Excavated areas shall be kept free of water while masonry or

concrete or relevant base works are in progress and till the Engineer-in-charge considers it necessary.

The mode of measurnment shall be on Cmt basis.

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

rock, fly ash, aggregates of any kind Including spreading & levelling etc. complete.

a) Lead up to 5 Km.

All the surplus earth/excavated material etc. shall be carried away immediately from the site

of work to a place within distance specified in the relevant item or as directed and ordered by the

Engineer, so as not to cause any inconvenience to the public traffic. If the instructions are not

complied within 7 days from the date of order to cart the surplus materials and clear the site, the said

work shall be carried out by the Municipal Corporation at the risk and cost of the contractor and no

claim or dispute shall be entertained in this respect.

The rate of carting including carting of brick bats, metal, rubble vegetable and garbage, if

necessary to clear the road surface.

The mode of measurnment shall be on Cmt basis.

Item No. 3: Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including demolishing the asphalt carpet, metal,s oiling/cutting

Reinforcement etc.comp. with stacking the material as directed. (Based on Previously approved rate

The mode of measurnment shall be on Smt basis.

Item No. 4: Construction of granular Sub base using crusher run, spreading in uniform layers with

motor grader on prepared surface mixing by mix in place method with front end loader

at OMC and compacting with vibratory roller to achieve the desired density, complete

as per tender specification. For all grade.( crushed GSB shall be used)

This work shall consist of laying and compacting well graded material on prepared sub grade

in accordance with the requirements of these specifications. The material shall be laid in one

or more layers as sub-base or lower sub-base and upper sub-base as directed by the

The material to be used for the work shall be natural sand, crushed gravel, crushed stone,

crushed slag or combination thereof depending upon the grade required. The material shall

be free from organic or other deleterious constituents and shall cnfirm to the grading given

in table 18-1. The grading to be adopted for a project shall be as specified in the Contract. If

the thickness of GSB layer is more than 150 mm then the sub-base is required to laid in two

layers as upper sub-base and lower sub-base.

Table 18-1 : Grading for Granular Sub-base Materials

IS Sieve Percent by Weight Passing the IS Sieve

Designation Grading I Grading II Grading III Grading IV Grading V

Table 18-2 : Physical Requirements for Materials for Granular Sub-base

Aggregate Impact Value (AIV) IS:2386(Part4) or Maximum

Liquid Limit IS:2720 (Part 5) Maximum

Plasticity Index IS:2720 (Part 5) Maximum

CBR at 98% dry density (at IS:2720- IS:2720 (Part 5) Minimum

Construction Operations :-

Preparation of Sub-grade

Immediately prior to the laying of sub-base, the subgrade already finished shall be prepared

by removing all vegetation and other extraneous matter, lightly sprinkled with water, rolled

with two passes of 80-100 kN smooth wheeled roller.

Spreading and Compacting

The sub-base material of the grading specified in the Contract shall be spread on the

prepared sub grade with the help of a motor grader of adequate capacity, its blade having

hydraulic controls suitable for initial adjustment and for maintaining the required slope and

grade during the operation, or other means as approved by the Engineer.

Manual mixing shall be permitted only where the width of laying is not adequate for

mechanical operations as in small sized jobs. The equipment used for mix-in-place

construction shall be a rotavator or similar approved equipment capable of mixing the

material to the desired degree. If so desired by the Engineer, trial runs with the equipment

shall be carried out to establish its suitability for the work.

Moisture content of the loose material shall be checked in accordance with IS:2720 (Part 2)

and suitably adjusted by sprinkling additional water from a truck mounted or trailer mounted

water tank and suitable for applying water uniformly and at controlled quantities to variable

widths of surface or other means approved by the Engineer so that, at the time of

compaction, it is from 1 per cent above to 2 per cent below the optimum moisture content

corresponding to IS: 2720 (Part 8). While adding water, due allowance shall be made for

evaporation losses. After water has been added, the material shall be processed by

mechanical or other approved means like disc harrows, rotavators until the layer is uniformly

Immediately after spreading the mix, rolling shall be done by an approved roller. If the

thickness of the compacted layer does not exceed 100 mm, a smooth wheeled roller of 80 to

100 kN weight may be used. For a compacted single layer up to 200 mm the compaction

shall be done with the help of a vibratory roller of minimum 80 to 100 kN static weight

capable of achieving the required compaction. Rolling shall commence at the lower edge and

proceed towards the upper edge longitudinally for portions having unidirectional cross fall or

on super elevation. For carriageway having cross fall on both sides, rolling shall commence at

the edges and progress towards the crown.

Each pass of the roller shall uniformly overlap not less than one-third of the track made in

the preceding pass. During rolling, the grade and cross fall (camber) shall be checked and any

high spots or depressions which become apparent, corrected by removing or adding fresh

material. The speed of the roller shall not exceed 5 km per hour.

Rolling shall be continued till the density achieved is at least 98 percent of the maximum dry

density for the material determined as per IS:2720 (Part 8). The surface of any layer of

material on completion of compaction shall be well closed, free from movement under

compaction equipment and from compaction planes, ridges, cracks or loose material. All

loose, segregated or otherwise defective areas shall be made good to the full thickness of

layer and re-compacted.

Surface Finish and Quality Control of Work :-

CONTROL OF ALIGNMENT, LEVEL AND SURFACE REGULARITY

All works performed shall conform to the lines, grades, cross sections and dimensions shown

on the drawings or as directed by the Engineer, subject to the permitted tolerances

described herein-after.

Horizontal Alignment

Horizontal alignment shall be reckoned with respect to the centre line of the carriageway as

shown on the drawings. The edges of the carriageway as constructed shall be correct within

a tolerance of ± 10 mm therefrom. The corresponding tolerance for edges of the roadway

and lower layers of pavement shall be ± 25 mm.

The levels of the subgrade and different pavement courses as constructed, shall not vary

from those calculated with reference to the longitudinal and cross-profile of the road shown

on the drawings or as directed by the Engineer beyond the tolerances mentioned in below

Table18-3: Tolerances in Surface Levels

1) Subgrade ±20 mm

a) Flexible pavement ±10 mm

b) Concrete pavement ±6 mm

3) Base-course for flexible pavement ±6 mm

a) Bituminous Base/Binder course

i) Machine laid ±10 mm

ii) Manually laid ±15 mm

4) Wearing course for flexible pavement

a) Machine laid ±6 mm

b) Manually laid ±10 mm

5) Cement concrete pavement ±5 mm

Provided, however, that the negative tolerance for wearing course shall not be permitted in

conjunction with the positive tolerance for base course, if the thickness of the former is

thereby reduced by more than the following limits:

• 4 mm for bituminous wearing course of thickness 40 mm or more

• 3 mm for bituminous wearing course of thickness less than 40 mm

• 5 mm for concrete pavement slab

For checking compliance with the above requirement for subgrade, sub-base and base

course, measurements of the surface levels shall be taken on a grid of points placed at

m longitudinally and 3.5 m transversely. For any 10 consecutive measurements taken

longitudinally or transversely, not more than one measurement shall be permitted to exceed

the tolerance as above, this one measurement being not in excess of 5 mm above the

permitted tolerance.

For checking the compliance with the above requirement for bituminous wearing courses

and concrete pavements, measurements of the surface levels shall be taken on a grid of

points spaced at 6.25 m along the length and at 0.5 m from the edges and at the centre of

the pavement. In any length of pavement, compliance shall be deemed to be met for the

final road surface, only if the tolerance given above is satisfied for any point on the surface.

Surface Regularity of Pavement Courses

The longitudinal profile shall be checked with a 3 metre long straight edge/moving

straightedge as directed by the Engineer at the middle of each traffic lane along a line

parallel to the centre line of the road.

The maximum permitted number of surface irregularities shall be as per given Table

Table18-4 : Maximum Permitted Number of Surface Irregularities

Surfaces of Carriageways and Surfaces of Laybys, Service

Paved Shoulders Areas and all Bituminous Base

Irregularity 4 mm 7 mm 4 mm 7 mm

Number of Surface

Irregularities on National 15 9 2 1 40 18 4

Highways/ Expressways*

Number of Surface

Irregularities on Roads of

lower Category*

* Category of each section of road as described in the Contract.

The maximum allowable difference between the road surface and underside of a 3 m

straightedge when placed parallel with, or at right angles to the centre line of the road at

points decided by the Engineer shall be:

for pavement surface (bituminous and cement concrete) 3 mm

for bituminous base courses 6 mm

for granular sub-base/base courses 8 mm

for sub-bases under concrete pavements 10 mm

for subgrade 15 mm

Where the surface regularity of subgrade and the various pavement courses fall outside the

specified tolerances, the Contractor shall be liable to rectify these in the manner described

below and to the satisfaction of the Engineer.

i) Subgrade: Where the surface is high, it shall be trimmed and suitably compacted. Where

the same is low, the deficiency shall be corrected by scarifying the lower layer and adding

fresh material and recompacting to the required density. The degree of compaction and

the type of material to be used shall conform to the requirements of tender document.

ii) Granular Sub-base: Same as at (i) above, except that the degree of compaction and the

type of material to be used shall conform to the requirements of tender document.

iii) Lime/Cement Stabilized Soil Sub-base: For lime/cement treated materials where the

surface is high, the same shall be suitably trimmed while taking care that the material

below is not disturbed due to this operation. However, where the surface is low, the same

shall be corrected as described herein below. For cement treated material, when the time

elapsed between detection of irregularity and the time of mixing of the material is less

than 2 hours, the surface shall be scarified to a depth of 50 mm, supplemented with

freshly mixed materials as necessary and recompacted as per the relevant specification.

When this time is more than 2 hours, the full depth of the layer shall be removed from the

pavement and replaced with fresh material to Specification. This shall also apply to lime

treated material except that the time criterion shall be 3 hours instead of 2 hours.

iv) Water Bound Macadam/wet Mix Macadam Sub-base/Base: Where the surface is high or

low, the top 75 mm shall be scarified, reshaped with added material as necessary and

v) Bituminous Constructions: For bituminous construction other than wearing course, where

the surface is low, the deficiency shall be corrected by adding fresh material over a

suitable tack coat, if needed, and recompacting as per specifications. Where the surface is

high, the extra thickness in the affected layer shall be removed and replaced with fresh

material and compacted to Specifications. For wearing course, where the surface is high

or low, the full depth of the layer shall be removed and replaced with fresh material and

compacted to specifications. In all cases where the removal and replacement of a

bituminous layer is involved, the area treated shall not be less than 5 m in length and not

less than 3.5 m in width.

If deemed necessary by the Engineer, any section of the slab which deviates from the

specified levels and tolerances shall be demolished and reconstructed at the Contractor's

The riding quality of bituminous concrete wearing surface, as measured by a standard towed

fifth wheel bump integrator, shall not be more than 2000 mm per Km.

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

Table 18-5 : Test and Frequency for Materials for Granular Sub-base

Type of Test Frequency (As per Circular IS Code

Construction No. 66)

Granular Sub- Gradation One test per 400 Cu.m. IS:2386, Part-I-

Atterberg Limits One test per 400 Cu.m. IS:2720, Part-V

(Liquid Limit, Plasticity

Moisture content prior One test per 400 Cu.m. IS:2720, Part-II

Density of compacted One test per 1000 sq.m IS:2720, Part-VIII

CBR As required IS:2720, Part-XVI

Arrangements 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.

The mode of measurnment 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 as per MoRTH clause

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.

Physical Requirements

Coarse aggregates shall be crushed stone. The aggregates shall conform to the physical requirements

set forth in Table 19-1. Sevaliya/Timba/Ankodiya/othvad special aggregate is only acceptable.

If the water absorption value of the coarse aggregate is greater than 2 percent, the soundness test

shall be carried out on the material delivered to site as per IS:2386 (Part-5).

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

S. No. Test Test Method Requirements

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

Aggregate Impact value

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

2. Combined Flakiness and Elongation IS:2386(Part-1) 35 percent (Max.)*

indices (Total)

* To determine this combined proportion, the flaky stone from a representative sample should

first be separated out. Flakiness index is weight of flaky stone metal divided by weight of stone

sample. Only the elongated particles be separated out from the remaining (non-flaky) stone metal.

Elongation index is weight of elongated particles divided by total non-flaky particles. The values of

flakiness index and elongation index so found are added up

Grading Requirements

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

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

IS Sieve Designation Percent by weight passing the IS Sieve

600 micron 8-22

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

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

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

Construction Operations:-

Preparation of Base

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

prepared to the specified grade and camber and cleaned of dust, dirt and other extraneous material.

Any ruts or soft yielding places shall be corrected in an approved manner and rolled until firm surface

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

depressions and potholes shall be repaired and made good with the suitable material. The existing

surface shall be scarified and re-shaped to the required grade and camber before spreading the

coarse aggregate for 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.

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

The mix may be spread either by a paver finisher or motor grader or as per instruction of Engineer-

in-Charge and/or his authorized representative. For portions where mechanical means cannot be

used, manual means as approved by the Engineer shall be used. The motor grader shall be capable

of spreading the material uniformly all over the surface. Its blade shall have hydraulic control suitable

for initial adjustments and maintaining the same so as to achieve the specified slope and grade.

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

(i) Loading hoppers and suitable distribution mechanism

(ii) The screed shall have tamping and vibrating arrangement for initial compaction to the layer as it

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 materials.

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

uniformly compacted, to the full depth with suitable roller. If the thickness of single compacted layer

does not exceed 100 mm, smooth wheel roller of 80 to 100 kN weight may be used. For a compacted

single layer upto 200 mm, the compaction shall be done with the help of vibratory roller of minimum

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

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

edge and progress gradually towards the upper edge. Thereafter, roller should progress parallel to

the centre line of the road, uniformly over-lapping each preceding track by at least one third width

until the entire surface has been rolled. Alternate trips of the roller shall be terminated in stops at

least 1 m away from any preceding stop.

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

until the edges have been firmly compacted. The roller shall then progress gradually towards the

centre parallel to the centre line of the road uniformly overlapping each of the preceding track by at

least one-third width 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 :

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

compaction equipment or any compaction planes, ridges, cracks and loose material. All loose,

segregated or otherwise defective areas shall be made good to the full thickness of the layer and

Setting and drying:

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

Opening to Traffic

Preferably no vehicular traffic of any kind should be allowed on the finished wet mix macadam

surface till 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.

Quality control:

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

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

Type of Test Frequency IS Code

Construction (As per Circular No. 66)

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

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

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

Elongation Indices

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

portion of aggregates

of compacted One set of three tests per IS:2720, Part-VIII

layer 1000 sq.m

Rectification of Surface Irregularity

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

where the course is otherwise defective due to subgrade soil getting mixed with the aggregates, the

full thickness of the layer shall be scarified over the affected area, reshaped with added premixed

material or removed and replaced with fresh premixed material as applicable and recompacted. The

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

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

Arrangement for Traffic

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

take all necessary measures for the safety of traffic during construction and provide, erect and

maintain such barricades, including signs, marking, flags, lights and flagmen as per instruction of the

Engineer-in-charge.

The mode of measurnment shall be on Cmt basis.

Item No. 6: Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming

to ASTM GRADE on prepared surface of wet mix macadam including clearing of Wet mix macadam

surface with air compressor to remove all loose material other foreign material. The primer shall be

sprayed uniformly at the rate of 0.70-1.0 kg/sqm. It shall be applied by a self-propelled or towed

bitumen pressure sprayer, equipped for spraying the material uniformly at a specified rate. No

dilution or heating at site of SS1 bitumen emulsion shall be permitted.

The mode of measurnment shall be on Smt basis.

Item No. 7: Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming

Providing & applying Tack coat with VG-30 Grade bitumen using bitumen pressure distributor at the

rate of 0.20-0.30 kg/sqm on the existing bituminous surface cleaned with Air Compressor etc

complete. For D.B.M. or B.C.

The mode of measurnment shall be on Smt basis.

Item No. 8: Labour charges for hand laying hotmix material DBM/BC on the road surface in line &

level incl. cleaning the surface with air compressor and if require re carting material by JCB at

necessory place of work also rolling with 8 - 10 tonnes vibratory roller and Dust spreading on BC

after rolling, rate also includes re-carting of Hotmix material from place of Work / AMC store

to Location of laying having narrow width like chawls, poles, gamtal roads etc. complete.

The mode of measurnment shall be on MT basis.

Item No. 9: Providing and spreading tack coat using Bitumen VG10/30 on road surface before laying

hotmix material including heating the bitumen and labour charges for applying bitumen on road

surface at the rate 2.5 kg/ 10 smt. with carting on site etc. comp as directed by engg. in charge.

(Never Use Tyre / Platic Material for heating the Bitumin)

The mode of measurnment shall be on MT basis.

Item No. 10: Reinstatement of Asphalt road/any kind of paving/flooring using the same material.

The mode of measurnment shall be on Smt basis.

Providing & Supplying JCB Machine on rent al basis in case of emergency situation and break down

type work & also during unav oidable condition as per instruction of engg. incharge,rate includes all

nece.shifting fuel and operating charges and stacking of useful & non-useful materialsseparately up to

store. (No payment should be allowed for non working condition of machinery and for pipe line

excavation and laying work) ( Based on Previously approved rate by C E sir )

The payment shall be made on Hour basis.

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

The payment shall be made on Day basis.

Supplying, labour for excavation of all types of soil at any depth including excavation of asphalt

pavement of any thickness,demolit ion of brick work in CM of any proportion including stacking of

serviceable materials and disposal of unserviceable material etc. comp. as directed.

Mazdoor at day /night

Makadam/ supervision/Fitter at day / Night

The payment shall be made on No. basis.

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

at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board out side to avoid accident &

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

temporary sufficient nos of lighting arrangement through out the work with necessary required

arrangement. ..The same shall be removed after completion of work. (Only for break down work from

start to complete)

The payment shall be made on RMT basis.

Supplying Common burrnt clay Bricks Conventional size at the store / place as per the direction of

engineer in charge.Mazdoor at day /night

The payment shall be made on EACH. basis.

Carriage of Bricks (up to 10 on)

The payment shall be made on EACH. basis.

Providing and suppplying Roller for compacting the road bhuva with available building waste and Road

waste material as and where directed by engineer in charge..

The payment shall be made on Shift. basis.

Seal and Signature of the Bidder Addl. City Engineer

Technical conditions

1. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources

Department with the correction slips made up to 15-08-1999 may be referred. (only English

2. In the specification “as directed" / "approved" shall be taken to mean "as directed / "approved"

by the Engineering in charge.

3. Wherever a reference to any Indian standard appears in the specifications, it shall be taken to

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

4. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of

specific mention for a particulars point / aspect, the same in the relevant Indian Standards shall

be referred to.

5. All measurement and computations, unless otherwise specified shall be carried out nearest to

the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or thickness

shall be followed.

6. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

7. Approval of the samples of various materials given by the Engineer in charge or AMC's

Consultant shall not absolve the contractor from the responsibility of replacing defective

materials brought on site or materials used in the work found defective at a later date. The

contractor shall have no claim to any payment or compensation whatsoever on account of any

such materials being rejected by the Engineer in charge.

8. The contractor’s rate for the item of work shall be for the work completed in all respect.

9. All materials including those of electrical shall be got approved by the Engineer in charge/

Architect before using them in the work.

10. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be

removed from the site of work within 24 hours.

11. All work shall be carried out in a manner applying the best technique.

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

for checking lines, levels, alignment of the works & all precautionary measures during execution

shall have to be kept in sufficient numbers and in good working condition at the site of the

13. Special modes of the construction not adopted in general Engineering practice, if proposed to

be adopted by the contractor shall be considered only if the contractor provided satisfactory

evidence that such special mode of construction and completion of work to the required

strength and quality. Acceptance of the same by the Engineer in charge shall not however,

absolve the contractor from the responsibility of any adverse effect and concordance of

adopting the same in the course of exaction or completion of the work.

14. The contractor shall be responsible for observing the rules and regulation imposed under the

"Minor Mineral Act", and such other laws and rules prescribed by the Government from time to

15. All necessary safety measures and precautions (incl. those laid down in the various relevant

Indian Standard) shall be taken to engrave the safety of men, materials and machinery on the

work and also of the work itself.

16. Quantity measured in the tender is approximate. It may increase or decrease looking to the

quantum of actual work for which no any claim shall be entertained by A.M.C.

17. Contractor shall have to execute extra item if required.

18. The work in general shall be carried out as per standard specifications of the relevant items

to be executed & as per the instruction of Engineer in charge & as per the guidance of AMC's

Consultant for this project.

19. The general terms & conditions of the contract shall be applicable & shall be binding on the

contractor. The contract agreement shall have to be executed between AMC & the agency to

which work is awarded for execution.

20. The time limit shall be reckoned after 15 days from the date of issue of the written work

order to the contractor. No time extension will be granted under any circumstances.

21. In case of any ambiguity in specifications mentioned in this tender, the interpretation given

by Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the Contractor.

22. The contractor shall take no advantage of any apparent error or omission in drawing or

specification and the Engineer -in-charge shall make such corrections and interpretations as

necessary to fulfill the intent of the plants and specifications.

23. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

24. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal

Corporation. will be payable by the contractor.

25. No any kind of price rise / price escalation / price variation for cement , steel or labour shall

26. Contractor is requested to see the site physically before tendering. He is also requested to

quote the rates keeping in view of all the points mentioned in relevant pages of tender

27. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water

for the construction of the works and provide a satisfactory supply of potable water for drinking,

washing, sanitation and cleaning down. The contractor will be responsible for all the costs

where applicable of connection, meter installation, water consumed, water required for testing

purposes, disconnection and the laying, maintenances and ultimate removal of any distribution

system around the site.

28. Electricity: Electric supply will be made available at the site by the Contractor and the

contractor must make his own arrangements with the Corporation and Electricity Supply

Authorities and with other contractors to connect and to take a supply from such services,

paying all costs in connection therewith.

The Contractor shall be entitled to use supply Electricity as may be available on the site for

purpose of the work and shall pay such charges as is fixed by the appropriate supply Authorities.

In case there is any delay in supply of power site of any interruption or fault in the power during

the work. No compensation shall be paid for idle labor staff, machineries and for use of diesel

operating sets etc. as the case may be.

29. Tenders shall submit all the valid/certified documents in support of their initial/eligibility

criteria mentioned above along with the bid. They shall have also to submit the income tax

clearance certificate and solvency certificate.

30. No advance such as secured advance machinery advance, mobilization advance or materials

advance will be given.

31. The contractor shall get the electrical works executed through the authorized Government

approved licensed electrical person or firm in appropriate category in accordance to contractual

32. The electrical works shall be carried out strictly in accordance with the directives issued by

Engineer in charge.

33. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby

total amount of work increases/ decreases.

total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.

34. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the

35. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any respect

will be rejected. Municipal Commissioner reserves the right to increase/decrease the scope of

work. No any claim to that effect shall be entertained. The Municipal Commissioner also

reserves the right to reject any or all the tenders without assigning any reason thereof.

36. The contractors are requested to quote their rates considering above tender conditions.

37. The contractor shall have to execute the contract agreement within 15 days from the date if

issue of work order.

Even though in special case, If work is not started because of monsoon or any other special reason

(like site is not available), after evaluation of situation the actual date of starting of work will be

consider after approval of Dy.M.C. (South zone)

38. The Contractor shall not claim for increase or decrease in the quantity of the item or the scope

39. The payment shall be made as per the A.M.C policy for the work done by the contractor.

40. Conditional tenderes will not be accepted.

41. The Bidder should be follow COVID 19 related government guideline compulsory.

Seal and Signature of the Bidder Addl. City Engineer

AHMEDABAD 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

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, Ahmedabad 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, Ahmedabad 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 AMC finance dept. circular No-5 Dt.5/5/07 & F.D. Circular

Seal and Signature of the Bidder Addl. City Engineer (S.Z)

FORM -2 PERFORMANCE GUARANTEE BOND

(BANK GUARANTEE)

(Clause 37 of Section I Volume 1)

Awarded a contract dated_ __________________for the Hand laying Patch work by hot

mix material and Wet Mix Material Supplying at Different Area in Indrapuri ward of

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.

________________________ and Whereas. We, the

_____________________________Bank have agreed to provided such a PERFORMANCE

GUARANTEE BOND. Now therefore, we the_ ______________________Bank provided the

following Performance Bank, Guarantee by way of these Bond to the AMC.

1. The contract value of the contract provided to M/s. _____________________by the AMC

in Rs. _ __________. This guarantee in the nature of PERFORMANCE GUARANTEE is provided

so as to ensure and indemnify the AMC for full and proper performance of the contract by

the _______________________________Bank hereby indemnify the AMC for all losses and /

or damages to the road surface which would be laid or resurface by

M/s.________________________ and such PERFORMACE GUARANTEE would include any

damage to hot mixes, dense bituminous macadam asphalt, concrete, seal coat, concrete

blocks, road markings, signage, steel structures which may be suffered by the AMC as a result

of defective production of mixes, because of poor workmanship, or at all, by way of this

bond, we the _________________________________Bank agree and promises that in the

eventuality of the contractors M/s. __________________________________________not

repairing or remeding the Problem, loss or damage to the road surface we shall indemnify

and pay the AMC such expenses, losses and damages that may be incurred by the AMC, as a

result of the AMC getting the work done itself or from the other source.

2. We _______________________________ Bank agree and understand that the decision as

to whether any losses or damages to the project have taken place or not and / or whether

the work suffers from poor workmanship or not will be taken by the Commissioner of AMC

and on the Commissioner's decision regarding such losses or damages or defect whatsoever

being so notified by the AMC to us, We shall immediately take steps and ensure that

M/s.__________________________________ faithfully and diligently carry out the

necessary remedial steps to the full satisfaction of the Commissioner of the AMC. The

opinion of the Commissioner as to whether full and complete remedial steps, to the full

satisfaction the Commissioner of the AMC has been taken or not, will be that of the AMC. For

the purpose, of arriving at such decision as aforesaid it will be open to the Commissioner of

the AMC in case he so desires, to delegate this power to subordinate like the city Engineer to

take appreciate decision and the decisions referred to above will be deemed to be properly

take and as if taken by the Commissioner of the AMC. In the eventually of

M/s.______________ not taking remedial action to the almost satisfaction of the

Commissioner of AMC. The AMC will be 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 and one month 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 Ahmedabad along will have

Date: Signature of Contractor

FORM 3 - FORM OF AGREEMENT

THIS AGREEMENT made the ____ day of _______, 201_ between Ahmedabad 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 the Contract.

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 whereof 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

On behalf of Ahmedabad Municipal Corporation On behalf of M/s.

Binding Signature of the Employer :

Binding Signature of the Contractor :

Sample Form for updating - qualification information