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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
3 Nov 2026, 5:00 pmDue tomorrow
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Add. City Engineer,North Zone
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT . T.P.1,2,70,71,AND DIFFERENT PLACES IN NARODA WARD.(ARC).
359612
E-Tender Notice 12/2026-27 Tender No.-65
Open
Civil Works
Works
Ahmedabad
4 documents required · 4 mandatory
₹900
Municipal Commissioner, Ahmedabad
₹10,000
26 Oct 2026
26 Oct 2026
26 Oct 2026
3 Nov 2026
26 Oct 2026
Dt-04.11.2026 Up to 5.00 pm. in O/o Asst. Manager (North Zone). The technical bid shall be
opened online on Dt.05.11.2026 at 11.00 hrs. Any change / correction / corrigendum in
respect of above work shall be placed on line. Contractors are requested to see the website
before 24 hours of submission of their tender.
Assistant Manager (North zone), Ahmedabad Municipal Corporation
North Zone Office Building, Memco- Naroda road, Ahmedabad.
Deputy Municipal Commissioner
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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 forLABOUR
WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES
1 Name of work LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT .
T.P.1,2,70,71,AND DIFFERENT PLACES IN NARODA WARD.(ARC)
2 Time Limit 12 MONTHS
3 Tender Validity Period 120 Days from the date of opening of the tender
4 Eligibility Criteria Register “E-2” class in PWD in Govt. R&B/CPWD/AMC or
equivalent register with any other state Govt. or institutions.
5 Estimated Cost put to Rs. 10,00,000/-
6 Tender fees Rs.900.00 Demand Draft in favour of Municipal Commissioner,
(Non refundable) AMDAVAD)
7 Contractor's Class E-2
8 1% Earnest Money Deposit Rs.10,000/- (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
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...
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
AMDAVAD MUNICIPAL CORPORATION VOL.-I
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
21 Contractor's Bank Name
22 Branch Address
23 Bank Account Number
26 Contractor's E-Mail:
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.) As per AMC’s Finance department Circular 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 Separately.
Seal and Signature of the Bidder Add. City Engineer
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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:- LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT .
T.P.1,2,70,71,AND DIFFERENT PLACES IN NARODA WARD
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
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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 LABOUR WORK FOR Rs.10,00,000/- Rs. 10,000/- 12 - MONTHS
HANDLAYING HOTMIX MATERIAL
AT . T.P.1,2,70,71,AND DIFFERENT
PLACES IN NARODA WARD.(ARC)
2. Interested bidders shall download the tender documents from AMC’s website
www.amc.nprocure.com/ www.nprocure.com.
3. Tender (a complete set of bidding document) fee shall be As per N.I.T in the form of Demand
Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER,
AMDAVAD, payable at AMDAVAD, which shall be non refundable. The Details of Tender fees
shall be submit with scan copy at the time of Quoting price bid of the tender and Physically
to be submitted along with technical bid Vol.-1 with other enclosure.
4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the
Works in the above Table payable at AMDAVAD and drawn in favor of MUNICIPAL
COMMISSIONER, AMDAVAD, payable at AMDAVAD,. Earnest Money Deposit will have to be
specified in Clause 2 of Financial Condition.
5. Physical submission must be delivered to Asst. Manager (Admin) North Zone, Rajiv Gandhi
Bhavan, Memco – Naroda Road, AMDAVAD As per N.I.T
6. The Bids will be opened on As per N.I.T at the office of Addl.City Engineer (N/Z) , 1st Floor,
Rajiv Gandhi Bhavan, AMDAVAD Municipal Corporation, Memco-Naroda road, AMDAVAD-
25. in the presence of bidders or their representatives who choose to attend. In the event of
the specified date of bid submission/opening being declared a holiday for the employer, the
bids shall be received /opened on the next working day at the same place and the same
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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.
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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).
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
AMDAVAD MUNICIPAL CORPORATION VOL.-I
4. Procedure for Tender Opening
Received copies of tender in physical form with in schedule time, will be open on schedule
date and time. In the event of specified date of bid opening being declared bidders who
qualify the criteria then bidder bid will be considered for opening of price bid.(Following
clause no. 5 of ITB).
5.1 The Employer will award the Contract to the bidder whose bid has been determined to be
substantially responsive to the bidding documents and who has offered the lowest
Evaluated Bid Price, provided that such bidder has been determined to be (i) eligible in
accordance with the provisions of Clause 3(General Terms and Condition); and (ii) qualified
in accordance with the provisions of Clause 5(General Terms and Condition).
6. Notification of Award
6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer
will notify the successful bidder by cable/fax and confirmed by registered letter that his bid
has been accepted. This letter shall name the sum which the Employer will pay the
Contractor in consideration of the execution, completion and maintenance of the Works by
the Contractor as prescribed by the Contract.
6.2 The notification of award will constitute the formation of the Contract.
7. As per City Engineer Circular (WRM) no. 6 2011/12 DT: 24/06/2011. A successful Bidder
has to deposit security deposit / Bank Guarantee within 15 days after receiving letter of
Indent(LOA). 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
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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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)
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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:
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND
DIFFERENT PLACES IN NARODA WARD.
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
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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
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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.
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11.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons
duly authorized to sign on behalf of the bidder.
11.3 The bid shall contain no alterations, omissions or additions, except those to comply with
instructions issued by the Employer, or as necessary to correct errors made by the bidder,
in which case the person or persons signing the bid shall initial all such corrections.
11.4 All witnesses and sureties shall be persons of status and probity and their full names,
Occupations and addresses shall be printed below their signatures.
12. Deadline for Submission of Bids
Bids must be received by the Employer at the address specified above not later than the time
and date specified in the IFB.
Any bid received by the Employer after the deadline for submission of bids will be returned
unopened to the bidder.
14. Signing of Agreement
At the same time that the Employer notifies the successful bidder that his bid has been
accepted, the Employer will direct him to submit the Performance Security and attend the
Employer's office on a date determined by the Employer for signing the Form of Agreement.
15. The selection process will lay high emphasis on the ability and competency of contractors to
do high quality work within the given time schedule.
16. The onus of providing, all necessary company / project related information, in appropriate
manner and medium, so as to demonstrate the competency of the bidder and to allow proper
evaluation, will rest entirely on the Bidder.
17. All clause shall be operative from the date of issue of work order and up to the expiry of
original and extended time limit.
18. Legal Condition:-
Corrupt or Fraudulent Practices
The Employer will reject a proposal for award if he determines that the Bidder
recommended for award has engaged in corrupt or fraudulent practices in competing for
the contract in question. The Employer will declare the firm ineligible, either indefinitely or
for a stated period of time, to be awarded a contract by AMDAVAD MUNICIPAL
CORPORATION if it at any time determines that the firm has engaged in corrupt or
fraudulent practices in competing for the contract, or during execution.
“corrupt practice” means behavior on the part of officials in the public or private
sectors by which they improperly and unlawfully enrich themselves and/or those
close to them, or induce others to do so, by misusing the position in which they
are placed, and it includes the offering, giving, receiving, or soliciting of anything of
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value to influence the action of any such official in the procurement process or in
contract execution; and
“fraudulent practice” means a misrepresentation of facts in order to influence a
Procurement process or the execution of a contract to the detriment of the
Borrower, and includes collusive practice among bidders (prior to or after bid
submission) designed to establish bid prices at artificial non-competitive levels and
to deprive the Borrower of the benefits of free and open competition.
Municipal Commissioner reserves the rights to reduce/increase the scope of work and
contract without assigning any reason thereof.
If AMDAVAD Municipal Corporation is convinced that the Bidder has resorted to material
misrepresentation or provided fraudulent information / statement, the said Bidder will be
liable for disqualification / rejection at any stage.
Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If
the Tender volume is submitted without valid documents and without proof of eligibility
criteria it will be rejected.
Those who do not meet with the eligibility criteria need not submit the Tender document.
Tenders, which do not fulfill all or any of condition or are submitted incomplete in any
respect or are conditional tenders, will be rejected.
Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the
existing laws as well as framed from time to time). Any penalties laid due to violation of
such laws shall be directly deducted from the contractor's outstanding
19. Administrative Conditions:-
Safety and Signage
Contractor has to arrange for the complete safety of the persons working for project, users
of the road i.e. public and vehicles also. All the arrangements of traffic drums, metal / fiber
cones, traffic blinkers, traffic signs as per design, safety tapes etc. to be arranged at site.
Necessary florescent marking on traffic signs to be provided so that it should be visible at
night. During night working hours safety in charge personnel shall be provided with
florescent jackets.
The Contractor has to make all the necessary arrangements for making all the temporary
diversions for proper working at site including traffic signages, safety cones, traffic
blinkers, barricading tapes, red and green flags etc for making easy smooth and safe
conditions for the traffic. The Contractor shall and must provide above at his own cost.
Liaison with local authority for electrical connections for the AMC
The contractor is responsible for liaison with local authority for change in supply connection
or new connection on behalf of AMC. It includes filling the necessary application to power
Supply Company, follow up and getting the supply, filling the necessary test reports to the
power supply company. All official fees including security deposits and other expenses shall
be of initially paid by the contractor.
Contractor shall not sub-let the work without permission of the authority.
Seal and Signature of the Bidder Add. City Engineer
Date: (North Zone)
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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
(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.
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4. Approved Bank: - As per AMC finance Department 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
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)
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA
AND DIFFERENT PLACES IN NARODA WARD
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
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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)
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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 120 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.
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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
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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)
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
AMDAVAD MUNICIPAL CORPORATION VOL.-I
ybœtJtœ BgwÂlÂmvj ftuvtuohuNl
bntldh muJtmœl- W•th Ítul
y.Bgw.ftu. W•th Ítul Ítulj ytuVem,
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z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb btxu
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btuctRj lkch yJ~g jFJtltu hnuNu.
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ytvJtbtk ytJNu lne. sule ltuk^ xuLzhhu juJe.
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
AMDAVAD MUNICIPAL CORPORATION VOL.-I
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frbNlh©ele hnuNu.
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fauheyu sYhe <vtm fhelu s xuLzh btufjJw.
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fhe su <u ftb NY fhJt fnuJtbtk ytJNu ylu su ftble òK fgtolt 24 fjtfbtk NY fhJtbtk lrn ytJu
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
AMDAVAD MUNICIPAL CORPORATION VOL.-I
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m•tt Bgw.frb¹lh©e lu hnuNu.
xuLzhhle mne ylu rm¬tu yuze.mexe Rsluh (W.Ítul)
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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.
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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
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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
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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)
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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)
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TECHNICAL SPECIFICATIONS
Following technical specifications shall be applicable to the relevant items of BOQ
Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of thickness up to
meter including demolishing the asphalt carpet, metal, soiling/cutting Reinforcement etc. comp. with stacking
the material as directed.
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.
Barricading the entire break down or excavated area on lumsum rental basis using wooden ballies / M.S. angles
at max. 2.0 meter center to center, C.G.I sheet, reflective paint out side to avoided accident and for smooth
traffic diversion and movement including cautionary board etc. the same shall be removed after completion of
The height of the barricades should be minimum 1.20 mt from the ground level. The Item shall be carried out as per
Item description and as per instruction of Engineer-in-Charge and/or his authorized representative. After removal of
barricades, all material related to barricading shall be property of the contractor.
The mode of payment for this item shall be on Rmt. Basis.
Box cutting the road surface to proper slope and camber for making a base for road work including removing the
excavated stuff and depositing on the road side slope as directed upto 200Mt.lead.
Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any such ordinary
excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this category.
Clearing the site :
The site on which the structure is to be built shall be cleared and all obstructions, loose stone, materials and rubbish
of all kind, bush, wood and trees shall be removed as directed. The materials so obtained shall be property of the
Government and be conveyed and stacked as directed. within 200 M. lead. The roots of the trees coming in the
sides shall be cut and coated with a hot asphalt.
The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be paid.
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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.
The excavation in foundation shall be carried out in true line and level and shall have the width and depth as shown
in the drawings or as directed. The contractor shall do the necessary shoring and shutting or providing necessary
slopes to a safe angle, at his own-cost. The payment for such precautionary measures shall be paid separately if not
specified. The bottom of the excavated area shall be 1 evened both longitudinally and transversely. as directed by
removing and watering as required. No earth filling will be allowed for bringing it to level, if mistake or any other
reason excavation is made. deeper or wider that shown on the plan or directed. The extra depth or width shall be
made up with concrete of same proportion as specified for the foundation concrete at the cost of the contractor.
The excavation up to 1.5 m. depth shall be measured under this item.
Disposal of the excavated stud :
The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the ground in
layer including ramming and watering etc. The balance of the excavated quantity shall be removed by the
contractor from the site of work to a place as directed with lead upto 200 M. and all lift.
Mode of measurement and payment :
The measurement of excavation in trenches for foundation shall be made according to the sections of trenches
shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall be 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.
Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash,
aggregates of any kind Including spreading & levelling etc. complete.
• Lead Upto 1 Km.
• Lead From 1 Km to 2 Km.
• Lead From 2 Km to 3 Km
• Lead From 3 Km to 4 Km
• Lead From 4 Km to 5 Km
• Lead From 5 Km to 10 Km
• Lead From 10 Km to 15 Km
Disposal of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash, aggregates of
any kind is subject to the following :
Unsuitable materials obtained from clearing site and excavation shall be disposed off within a lead of 200 meters or
as per instruction given by Engineer in charge. Useful materials obtained from clearing site and excavation shall be
stacked and used within the work site. Internal conveyance above 200 mt within the work site i.e. From starting
chainage to End chainage of a given road WILL NOT BE PAYABLE. Materials suitable for construction of Embankment,
earthen shoulder and subgrade shall be stacked at convenient places within a work site for reuse. No extra payment
will be paid to the contractor for stacking of earth within the work site and reused for the construction of
Embankment layer, sub grade and earthen shoulder purpose. Only surplus earth shall be disposed off outside the
work site as per instruction given by Engineer-In-charge. Useful stones from rock excavation shall be stacked nearly
within a lead of 50 M. and will be allowed to be used by the contractor on payment at rates laid down in the contract
or if not so aid down, at schedule of rates of the Division or at a mutually agreed rates if there are no such rates in
the Schedule of rates.
If surplus materials are required to be conveyed outside the work site i.e. Outside conveyance from a particular
stretch of given road will be paid in this item as per instruction of Engineer in charge. No bulkage of disposed earth
will be considered for the payment.
The rate shall be for a unit of one cubic meter.
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Supplying of graded hand broken stone size of 90 mm to 127 mm at site (Rubble or Spoul).
The stone for rubble soling to be supplied by the contractor and shall be of good quality and size 90 mm to 127 mm.
The stone shall be quarried and shall be sound, angular, durable and free form flaws and decay and shall be
approved by the Engineer-in-Charge and/or his authorized representative. The material shall conform to the
following requirement.
Water Absorption: Maximum 2 %
Impact Value: Maximum 30%
Los angles abrasion Value: Maximum 40%
Crushing Strength: Maximum 30%
Specific gravity: Minimum.
The stone shall be stacked on neat and uniform ground at roadsides, stack shall be of the regular/ geometric shape,
and stack shall be measured in volume. The material shall be stacked in such a way that there shall be minimum
voids. The rate includes quarrying blasting, hand breaking collection transporting, to the site and stacking in
measurable stacks at site. Inferior quality of material brought on site shall be immediately removed from the site
without any extra cost. The rubble or spouls shall be spread after measurements are recorded and orders are
obtained from the Engineer-in-Charge and/or his authorized representative.
Mode of Payment :- The rate shall be paid on cubic meter basis.
Labour charges for spreading the spouls 127 mm thick layer good earth filling in voids correcting the grade &
camber comp. with rolling, watering, incl. preparing the surface by brushing for removing all loose or dirts
The item relates to labour work of soling. The spouls stacked at any lead from the filling area should be used good
earth obtained from outside only after Engineer-in-Charge and/or his authorized representative approved. The
spouls shall be sorted out from stacks. Extra earth, debris, shall be removed and the spouls shall be placed in position
over the earth level formed to give a suitable soling formation by packing voids, no hollow space is left. The soling
shall be filled up with the same material of finer size, interlock the small cavities between the soling and the whole
soiling shall be made a compact, solid and continues level which shall not be disturbed while rolling. The entire
surface shall be well watered and rolled with a heavy roller weight not less than 8 ton capacity as directed by
Engineer-in-Charge and/or his authorized representative. The gaps formed shall be packed again by the same
process. Spouls shall be laid on herringbone bond to required grade and camber. Contractor shall provide required
number of labour at time of rolling to rectify undulation and depression without any extra payment. The contractor
shall have to prepare the surface true in accordance to camber & gradient of the road. If any extra depth of soling is
required in the process that will not be paid for separately.
Mode of Payment :- The rate shall be paid on SMT. basis.
Supply of graded machine cut black trap stone aggregate (metal) of Sevaliya/Timba/Ankodiya or equivalent
quality metal of size 25 mm to 40 mm.
The Aggregates shall consist of Black trap machine crushed stone only, obtained from quarries situated in
Sevaliya/Timba/Ankodiya or equivalent. It shall remain visibly black on immersion in water. They shall be clean,
strong, durable of fairly cubical shape and free from disintegrated pieces, organic or other deleterious matters and
adherent coating. They shall be free from elongated and flaky piece also. The size of the aggregate shall be below.
As shown in the Table
I.S. Sieve (mm) Per cent by weight passing the sieve
Coarse Aggregate
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Specific gravity: minimum.
Water Absorption: Maximum 2 %
Impact Value: Maximum 30%
Los angles abrasion Value: Maximum 40%
Crushing Strength: Maximum 30%
Flakiness &Elongation Combined: Maximum 30%
Mode of Payment: - The rate shall be paid on cubic meter basis.
Labour work for spreading the metal 85 mm thick in single layer, incl. providing & applying bitumen for semi
grouting 2.5 kgs/sqm. & Providing & spreading the key black trap aggregate of good quality on top at the rate of
0.013 cmt. per sq.m. of size 18 mm passing in 9.5 mm retain rolling with 10 tonne roller etc. comp. as directed.
The metal shall be screened of any rubbish, dust or grass. Then metal shall be laid uniformly in Single layers of 85 mm
thick, to the required grade and camber as directed by the Engineer-in-Charge and/or his authorized representative.
Laying of metal shall be started after the consolidating soling layers prepared perfectly to the proper line level and
camber. Where camber of soling is found doubtful it shall be corrected prior to spreading metal. Metal filled in the
basket shall be spread evenly in required number of layers as directed. Metal shall be spread in proper grade and
camber if required using camber boards, so as to ensure the corrected surface. The surface shall be checked at every
15 mts. by means of template and string for correctness of the camber. The consolidation of metal shall be done by
the contractor with a minimum 8 to 10 T roller. The contractor shall provide required number of labors at the time of
rolling to rectify the undulation that might have occurred during rolling. To carryout grouting of the above said
mm thick metalling coat the contractor shall bring all the required equipment and materials as directed. Bitumen of
80/100 grade (VG-10) penetration of approved quality heated to a temperature of about 150 C. and shall be applied
hot by means of a sprayer uniformly over the surface at the rate of 2.5 kg./sq. mt. up to the satisfaction of Engineer-
in-Charge and/or his authorized representative. Immediately following the application of bitumen. Key aggregate of
as specified in below table and of approved quality shall be evenly spread out at rate of 0.013 cum. per sq. mt. After
spreading the chipping the whole area shall be rolled over thoroughly with a 8 T to 10 T. roller It is important that the
rolling should be done while the bitumen is still soft and it should be continued until the road sets and there is no
settlement under the roller.
The mode of payment for this item shall be on sq. mt. 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.
Physical Requirements
Coarse aggregates shall be crushed stone. The aggregates shall conform to the physical requirements set forth in
Table 17-1. Sevaliya/Timba/Ankodiya special aggregate is only acceptable.
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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 17-1 : 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 30 percent (Max.)
2. Combined Flakiness and Elongation indices 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 17-2.
Table 17-2 : 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
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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 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 5 km/h.
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
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
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).
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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.
Quality control:
Control on the quality of materials and works shall be exercised by the Engineer as per Table 17-3.
Table 17-3 : Test and Frequency for Materials for Wet Mix Macadam
Type of Test Frequency IS Code
Construction (As per Circular No. 66)
Wet Mix Gradation One test per 200 Cu.m. IS:2386, Part-I-1963
Macadam Aggregate Impact Value One test per 1000 Cu.m. IS:2386, Part-IV
Combined Flakiness and One test per 500 Cu.m. IS:2386, Part-I
Elongation Indices
Atterberg Limits of portion of One test per 200 Cu.m. IS:2720, Part-V
aggregates passing
425 micron sieve
Density of compacted layer One set of three tests per 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
m long and 2 m wide. In no case shall depressions be filled up with unmixed and ungraded material or fines.
Arrangement for Traffic
During the period of construction, arrangements for the traffic shall be provided. The Contractor shall take all
necessary measures for the safety of traffic during construction and provide, erect and maintain such barricades,
including signs, marking, flags, lights and flagmen as per instruction of the Engineer-in-charge.
Measurements for Payment
The rate shall be for a unit of one cubic meter.
Providing and applying Tack coat with VG-30 Grade bitumen using bitumen pressure distributor at the rate of
kg/sqm on the existing bituminous surface cleaned with Air Compressor etc (a) For D.B.M. (b) For B.C.
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The work shall consist of the application of a single coat of low viscosity liquid bituminous material to existing
bituminous or primed granular surface preparatory to the superimposition of a bituminous mix as instructed by the
The binder used for tack coat shall be low viscosity paving bitumen of VG 30 grade conforming to as per late.
Weather and Seasonal Limitations
Bituminous material shall not be applied during a dust storm or when the weather is foggy, rainy or windy or when
the temperature in the shade is less than 10°C.
The tack coat shall be applied by a self-propelled or towed bitumen pressure sprayer, equipped for spraying the
material uniformly at a specified rate. Hand spraying shall not be permitted except in small areas, inaccessible to the
distributor, or narrow strips, shall be sprayed with a pressure hand sprayer, or as directed by the Engineer.
Preparation of Base
The surface on which the tack coat is to be applied shall be cleaned of dust and any extraneous material before the
application of the binder, by using a mechanical broom or any other approved equipment/method as specified by
the Engineer. The granular or stabilized surfaces shall be primed with primer coat.
Application of Tack Coat
The application of tack coat shall be at the rate specified in Table 19-1, and it shall be applied uniformly. Paving
bitumen if used for tack coat shall be heated to appropriate temperature in bitumen boilers to achieve viscosity less
than 2 poise. The method of application of tack coat will depend on the type of equipment to be used, size of
nozzles, pressure at the spray bar, and speed or forward movement. The Contractor shall demonstrate at a spraying
trial, that the equipment and method to be used is capable of producing a uniform spray, within the tolerances
Table 19-1 : Rate of Application of Tack Coat
Type of Surface Rate of Spray of Binder in Kg per sq. m
Bituminous surfaces (DBM/BC) 0.20-0.30
Granular surfaces treated with primer 0.25-0.30
Curing of Tack Coat
The tack coat shall be left to cure until all the volatiles have evaporated before any subsequent construction is
started. No plant or vehicles shall be allowed on the tack coat other than those essential for the construction.
Quality Control of Work
Control on the quality of materials and works shall be exercised by the Engineer as per Table 19-2.
Table 19-2 : Test and Frequency for Tack Coat
Type of Test Frequency
Quality of Binder MTC Should be provided.
Tack Coat Binder Temperature for application Three test per day
Rate of spread of binder Three test per day
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.
Measurement for Payment
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Tack coat shall be measured in terms of surface area of application in mt.
As per item description
To provide tractor with hydraulic trolley, driver with fuel, to carry out different works during day / night for Hrs.
shift. Work shall be carried out as per the instructions of engineer in-charge. No extra charged shall be paid for
Providing and supplying JCB machine on rental basis in case of emergency situation and breakdown type work
and also during unavoidable condition as per instruction of engg. Incharge, rate includes all nece. Shifting, fuel
and operating charges and stacking of useful and non useful materials separately 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 )
Providing and supplying Roller for compacting the road bhuva with available building waste and Road waste
material as and where directed by engineer in charge..(Vibratory roller 8 - 10 tonnes @ 100 cum per hour)
The Item 9,10 AND 11 shall be carried as per Item mentioned in tender document and as per instruction of Engineer-
in-Charge and/or his authorized representative.
The mode of payment for this item shall be Hour/Shift depending on the item executed.
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.
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
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:
1. Proper Barricading to avoid accidents.
2. Removal of debris from site.
3. Compaction of Bitumen by Roller.
4. Applying tack coat before laying of Hotmix material.
The mode of payment for this item shall be on No. Basis.
Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick masonry in C.M.
1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber sheet cover, removing the debris
from chamber and carting the same as directed.
The mode of payment for this item shall be on No. Basis.
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The Item shall be carried as per Item mentioned in tender document and as per instruction of Engineer-in-Charge
and/or his authorized representative.
The mode of payment for this item shall be Hour/Shift depending on the item executed.
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.
Signature of Bidder Additional City Engineer
Address & Mobile no. ( North Zone)
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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 LABOUR WORK FOR HANDLAYING HOTMIX
MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD 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)
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FORM -2 PERFORMANCE GUARANTEE BOND
(BANK GUARANTEE)
(Clause 37 of Section I Volume 1)
Awarded a contract dated_ __________________FOR LABOUR WORK FOR HANDLAYING HOTMIX
MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD Whereas the said
___________________________________________Bank to provided a PERFORMANCE
GUARANTES BOND to the AMC for the work undertakes by M/s.
have agreed to provided such a PERFORMANCE GUARANTEE BOND. Now therefore, we the_
______________________Bank provided the following Performance Bank, Guarantee by way
of these Bond to the AMC.
1. The contract value of the contract provided to M/s. _____________________by the AMC in
Rs. _ __________. This guarantee in the nature of PERFORMANCE GUARANTEE is provided so as
to ensure and indemnify the AMC for full and proper performance of the contract by
the _______________________________Bank hereby indemnify the AMC for all losses and / or
damages to the road surface which would be laid or resurface by
M/s.________________________ and such PERFORMACE GUARANTEE would include any
damage to hot mixes, dense bituminous macadam asphalt, concrete, seal coat, concrete blocks,
road markings, signage, steel structures which may be suffered by the AMC as a result of
defective production of mixes, because of poor workmanship, or at all, by way of this bond, we
the _________________________________Bank agree and promises that in the eventuality of
the contractors M/s. __________________________________________not repairing or
remeding the Problem, loss or damage to the road surface we shall indemnify and pay the AMC
such expenses, losses and damages that may be incurred by the AMC, as a result of the AMC
getting the work done itself or from the other source.
2. We _______________________________ Bank agree and understand that the decision as to
whether any losses or damages to the project have taken place or not and / or whether the
work suffers from poor workmanship or not will be taken by the Commissioner of AMC and on
the Commissioner's decision regarding such losses or damages or defect whatsoever being so
notified by the AMC to us, We shall immediately take steps and ensure that
M/s.__________________________________ faithfully and diligently carry out the necessary
remedial steps to the full satisfaction of the Commissioner of the AMC. The opinion of the
Commissioner as to whether full and complete remedial steps, to the full satisfaction the
Commissioner of the AMC has been taken or not, will be that of the AMC. For the purpose, of
arriving at such decision as aforesaid it will be open to the Commissioner of the AMC in case he
so desires, to delegate this power to subordinate like the city Engineer to take appreciate
decision and the decisions referred to above will be deemed to be properly take and as if taken
by the Commissioner of the AMC. In the eventually of M/s.______________ not taking
remedial action to the almost satisfaction of the Commissioner of AMC. The AMC will be
entitled to get the work done itself or from sources. On the Commissioner of the AMC notifying
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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
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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 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 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*
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xuLzh mt&u VhSgt< R-Vtubo mxeoVefux hsw fhJtlwk hnuNu sule yawf ltuk^ juJe.
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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
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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
LABOUR WORK FOR HANDLAYING HOTMIX MATERIAL AT NARODA,MUTHIYA,HANSPURA AND DIFFERENT PLACES IN NARODA WARD_ Volume-1
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