Work of installing Grills(Railings) & other related work on different TP roads in the ward under Deputy City Engineer-1 of North West Zone.

Sr. Department No. of Total Amount

Dt.30.01.2026 Up to 5.00 pm. in O/o Asst. Manager (North WEST Zone). The technical bid

shall be opened online on Dt.31.01.2026 at 12.00 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 West zone), Ahmedabad Municipal Corporation

North West Zone Zonal Office”, Rajmata vijaya raje Sindhiya Bhavan, Nr.Atithi dining hall,

Judjes Bunglow Road, Bodekdev, Ahmedabad.

Deputy Municipal Commissioner

North WEST Zone

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

"Rajmata Vijaya raje Sindhiya Bhavan", Nr.Atithi dining hall, Judjes Bunglow Road, Bodekdev,

Ahmedabad, AMDAVAD.

MEMORANDUM OF WORK

Municipal Commissioner invites online E-tenders from interested contractors for Work of

installing Grills(Railings) & other related work on different TP roads in the ward under Deputy

City Engineer-1 of North West Zone.

1 Name of work Work of installing Grills(Railings) & other related work on

different TP roads in the ward under Deputy City Engineer-1

of North West Zone.

2 Time Limit 12 MONTHS (excluding monsoon)

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

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

equivalent register with any other state Govt. or institutions.

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

register before submitting his Running Bill No.

5 Estimated Cost put to Rs.

6 Tender fees Rs.3600 Demand Draft in favour of Municipal Commissioner,

(Non refundable) AMDAVAD)

7 Contractor's Class C

8 1% Earnest Money Deposit Rs.1,50,000.00 (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 180 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 West Zone) , Rajmata

Vijaya raje Sindhiya Bhavan, Nr.Atithi dining hall, Judjes

Bunglow Road, Bodekdev To be Submitted Physically As per

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 West Zone), Rajmata Vijaya raje

Sindhiya Bhavan, Nr.Atithi dining hall, Judjes Bunglow Road,

Bodekdev,Amdavad Municipal Corporation, AMDAVAD

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

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

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

Tender Documents Technical bid should be submitted physically also in sealed

envelope systems By RPAD/Speed post/ Hand Delivery in

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

part shall be separately duly sign & seal by contractor .

13 liquidated damages 10% of the Amount For Balance work After Date of

Completion or extended time Limit.

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

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

15 Place of Arbitration AMDAVAD

16 Language of Arbitration English

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

from each bill for labour

welfare fund (non-

18 Contractor's Name

19 Contractor's Address

20 Contractor's Register

NumberRenewal YearClass

21 Contractor's Bank Name

22 Branch Address

23 Bank Account Number

26 Contractor's E-Mail:

27 Preliminary Experience of work of similar nature during last 5 years

prequalification criteria of • One Similar completed work Of MS Railing Work costing

bidding firm (detailed not less than the amount equal to 80% of the estimated

criteria are given in the Bid tender cost

Document) • Two Similar completed work Of MS Railing Work costing

not less than the amount equal to 50% of the estimated

•Three Similar completed work Of MS Railing Work costing

not less than the amount equal to 40% of the estimated

Similar work means Bidder should have completed New

Central verge, new footpath , New Paver Block work. (not

including RCC Road Work

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.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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

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

Seal and Signature of the Bidder Add. City Engineer

(North West Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

To be notarized by Notary

TENDER DECLARATION FORM

ADD. CITY ENGINEER (NORTH WEST ZONE)

" Rajmata Vijaya raje Sindhiya Bhavan, Nr.Atithi dining hall, Judjes Bunglow Road, Bodekdev ",

Name of Work:- Work of installing Grills(Railings) & other related work on different TP roads in

the ward under Deputy City Engineer-1 of North West Zone.

I/We the undersigned have carefully gone through and clearly understood the Tender documents of above

mentioned project comprising of Notice Inviting tenders, Articles of Agreement, Scope of work, Definition of

terms, notes Instructions/Information to Bidder, Condition of Contract, special condition of contract,

Appendices, Specifications, Bill of Quantities, Statements (1 to 6) furnished by AMDAVAD MUNICIPAL

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

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

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

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

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

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

forfeit the "Earnest Money Deposit."

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

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

action as deemed fit.

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

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

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

as provided for in the aforesaid documents.

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

conditions in the aforesaid documents.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Yours faithfully

Date: Seal and Sign of Bidder

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AMDAVAD MUNICIPAL CORPORATION,( hereinafter called “the Employer”) invites sealed

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

the Table below:-

Sr. Name of Works Approximate Earnest Money Completion

No. value of works Deposit (Rs.) Period

1 Work of installing Grills(Railings) & Rs. 14999384.86 Rs.150000.00 12 - MONTHS

other related work on different TP (excluding

roads in the ward under Deputy monsoon)

City Engineer-1 of North West

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 West Zone, Rajmata

Vijaya Raje Sindhiya Bhavan, 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 (NWZ) , 3rd

Floor, Rajmata Vijaya Raje Sindhiya Bhavan, AMDAVAD Municipal Corporation,

Nr.AtithiDining Hall,Judges Bunglow Road,Bodakdev,Ahmedabad. in the presence of bidders

or their representatives who choose to attend. In the event of the specified date of bid

submission/opening being declared a holiday for the employer, the bids shall be received

/opened on the next working day at the same place and the same time.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FEATURES OF THE WORK

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

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

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

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

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

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

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

 Tender Document Vol.

 Registration certificate of class

 Power of Attorney

 Personal Details

 Enclosures as asked in tender

 Technical specifications duly sign by contractor.

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

Assistant Manager, North West Zone,

Ground floor, Rajmata vijayaraje Sindhya bhavan,

nr.atithi hotel, Bodakdev, Ahmedabad-380054

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.

2. Assessment of Submission

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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

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

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

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

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

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

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

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

details, as the Employer may consider appropriate.

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

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

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

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

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

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

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

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

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

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

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

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

correctness of the information/details.

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

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

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

their attendance.

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

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

the nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

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

4. Procedure for Tender Opening

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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

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

clause no. 5 of ITB).

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

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

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

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

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

6. Notification of Award

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

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

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

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

the Contractor as prescribed by the Contract.

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

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

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

Indent(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

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.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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 West Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

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

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

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

1.2 The Works consist of:

Work of installing Grills(Railings) & other related work on different TP roads in the ward under

Deputy City Engineer-1 of North West Zone.

2. Source of Funds

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

3. Eligible Bidders

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

following requirements:

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

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

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

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

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

the Employer shall reasonably request.

4. Eligible Material, Equipment and Services

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

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

satisfaction of the Employer.

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

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

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit the

AMDAVAD MUNICIPAL CORPORATION VOL.-I

General information

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

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

1 Name of firm:

2 Head office address:

3 Local office address (if any):

4 Telephone/ Contact:

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

5.3 Disqualification

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

any of the following reasons:

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

included in document.

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

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

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

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

5.4 Debarment/Black listing

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

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

6. One Bid per Bidder

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

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

package will be disqualified.

7. Bidding Documents

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

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

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

bidding documents will be rejected.

8. Language of Bid

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

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

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

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

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

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

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

of Quantities submitted online by the bidder.

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

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

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

10. Bid Validity

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

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

a shorter period.

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

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

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

fax. A bidder may refuse the request without forfeiting his bid security. A bidder agreeing

to the request will not be required or permitted to modify his bid but will be required to

extend the validity of his Bid Security for the period of the extension, and in compliance

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

11. Format and Signing of Bid

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

Instructions to Bidders.

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

duly authorized to sign on behalf of the bidder.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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

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

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

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

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

and date specified in the IFB.

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

unopened to the bidder.

14. Signing of Agreement

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

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

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

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

do high quality work within the given time schedule.

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

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

evaluation, will rest entirely on the Bidder.

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

original and extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

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

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

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

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

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

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

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

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

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

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

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

contract execution; and

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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

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

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

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

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

contract without assigning any reason thereof.

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

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

liable for disqualification / rejection at any stage.

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

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

criteria it will be rejected.

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

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

respect or are conditional tenders, will be rejected.

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

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

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

19. Administrative Conditions:-

 Safety and Signage

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

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

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

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

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

florescent jackets.

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

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

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

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

 Liaison with local authority for electrical connections for the AMC

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

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

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

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

be of initially paid by the contractor.

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

Seal and Signature of the Bidder Add. City Engineer

Date: (North West Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

TERMS & CONDITION

(C) FINACIAL CONDITION

1. Cost and Currencies of Bidding:-

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit:-

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

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

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

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

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

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

2.4 Earnest Money Deposit may be forfeited

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

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

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

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

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

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

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

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

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

(C) Retention :-

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

released along with release of payment of Final Bill.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

4. Approved Bank: - As per AMC finance Department Circular No-10, Dt.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: - 10% of the Amount For Balance work After Date of Completion or extended time

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 West Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

Tender form B-1

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

DEPARTMENT may be referred.(only English version)

Note binding on the contractors

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

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

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

clause no.15 to

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

Gujarat “wherever written.

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

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

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

wherever written.

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

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

Municipal Corporation”

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

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

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

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

of Work of installing Grills(Railings) & other related work on different TP roads in the ward

under Deputy City Engineer-1 of North West Zone.

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

Memorandum of Works in Brief.

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

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

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

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

Document and it shall be applicable.

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

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

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

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

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

elsewhere in the tender documents.

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

separately elsewhere in the tender documents.

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

Seal and Signature of the Bidder Add. City Engineer

Date: (North West Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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

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

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

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

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

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

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

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

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

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

AMC for one year.

3. Conditional tender shall not be accepted

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

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

which tender to be accepted and awarded.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

the date of work order.

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

put up on AMC’s web site.

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

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

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

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

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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

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

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

case contractor shall not be entitled for compensation.

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

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

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

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

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

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

obstruction to any one in any way

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

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

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

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

computer. No additional cost shall be paid.

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

compensation Or right

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

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

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

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

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

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

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

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

staff shall not be held responsible for contractors negligency.

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

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

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

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

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

be recovered from the contractors bill

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

tender or tender items by any means.

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

as per tender condition.

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

in to force, by State or Central Govt.

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

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

requirement during execution of work.

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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

office, Khanpur, AMDAVAD.

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

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

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

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

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

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

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

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

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

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

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

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

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

GST will be payable Seperately..

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

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

check before applying for the tender.

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

Seal and Signature of the Bidder Add. City Engineer

Date: (North West Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl- W•th Ítul

y.Bgw.ftu. W•th Ítul Ítulj ytuVem,

W•th Ítul xuLzh ltuxem lk- 8/2025-26 btk ytJhe juJtguj ftbtule ÂJd<tu

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

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

fwhegh&e rlg< mbgbtk btufjJtlt hnuNu.

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

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

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

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

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

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

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

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

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

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

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

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

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

8. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

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

btuctRj lkch yJ~g jFJtltu hnuNu.

10. Nh<e xuLzhtu hœ ct<j dKtNu.

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

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

ytvJtbtk ytJNu lne. sule ltuk^ xuLzhhu juJe.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

frbNlh©ele hnuNu.

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

fauheyu sYhe <vtm fhelu s xuLzh btufjJw.

14. mefgtuhexe zevtuÍex/ vVtuboLm duhuLxele hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu htufzt,

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

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

MJYvbtk ytvJtle hnuNu.

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

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

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

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

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

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

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

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

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

Section II - CONDITIONS OF PARTICULAR APPLICATION

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

do high quality work within the given time schedule.

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

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

proper evaluation, will rest entirely on the Bidder.

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

Initialed by the bidder.

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

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

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

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

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

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

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

requirements of the project.

6. Conditional tenders will not be accepted.

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

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

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

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

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

liable for disqualification / rejection at any stage.

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

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

criteria will be rejected.

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

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

respect or are conditional tenders, will be rejected.

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

contract without assigning any reason thereof.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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

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

completion certificate.

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

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

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

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

from the amount retained.

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

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

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

purpose of construction work at site at his own expense.

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

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

may be decided by the Additional City Engineer.

18. Safety and Signage

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

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

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

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

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

florescent jackets.

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

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

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

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

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

19. Tax, Duties on Materials

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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

source shall be borne by the contractors.

20. Submission of project schedule:

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

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

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

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

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

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

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

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

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

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

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

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

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

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

of tender amount shall be deducted against works welfare cess.

Seal and Signature of the Bidder Add. City Engineer

(North West Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 month after the order to start the works. Progress of work should be in proportion

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

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

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

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

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

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

cart daily from site.

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

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

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

required for the work.

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

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

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

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

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

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

design is entertained.

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

measures boxes according to this measure.

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

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

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

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

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

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

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

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

(As per Form - B1) per day of delay shall be recovered from the immediate bills payable to the contractor. Contractor

has to make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

1. Conditional tender shall not be accepted.

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

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

4. Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form B1 can be is

available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building Works & and

Road Works Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER

& STAMP (North West Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

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 West Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Material & Technical Specifications

Test Frequency of tests

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Cement Concrete

7 cubes ordinary and As per IS 456-200 Grade designation

controlled concrete

a) Setting time initial 50 -100 T- 2 sample

final 100-200 T-3 sample

200-300 T-4 sample

300-500sample T-5

500- 800 T-6 sample

810 - 1300sample

90% passed from

b) Fineness by Sieve 1 in 5 samples

One sample (Each

c) Consistency Above 30 percent

sample above) as

One sample (Each 160 kg / cm2 for OPC

d) Compressive strength

sampleabove & PPC on third day

220 kg / cm2 for OPC

& PPC on seventh

310 kg / cm2 for OPC

& PPC on twenty

2250 kg/Cm2 and

Fineness test through above for OPC FOR

e) 1 in 5 samples

Specific surface PPC

percent SO3 less

Chemical Analysis IS

f) 1 in 5 samples than 2.75 percent

less on ignition upto

1sample of 10/150 cu.

a) Silt Content Up to 3 percent

Specification as per

specified standard.

b) Fineness modulus - Do-

No sand of fourth

zone shall be used.

3 Kapachi - Grit for Bituminous work

a) Gradation 1/200 m3

b) Flakiness index 1/200 m3 Max 30 %

c) Impact 1/100 m3 Max 30 %

d) Abrasion 1/100 m3 Max 35 %

e) Bit. Extraction 100 MT - 1 0.80 to 4 %

AMDAVAD MUNICIPAL CORPORATION VOL.-I

add sample for each

50 m3 part there of

suces /60m3 each for Average compressive strength of each

Ordinary and 7 and 28 days further day should not be less than specified

controlled concrete that every day for first strengths subject to that 20% cubes per

for road bridge six days and once in day (i.e.) 1 per 5 may fall below specified

three days thereafter. strength up to its 85 percent.

Fe-500 Quenched and Tempered (TMT)

bars of different diameters satisfying IS:

a) TMT bars 1 test / 40MT 1786, with Yield stress > 500 N/mm2,

Tensile strength > 545 N/mm2 And

elongation more than 12%

steel for general (All size)

structural purpose Gr.B. Fe410 WB 410 N/mm2

specification IS 2062- (All size)

steel wires for 7.0 150 Kg/mm2

c) prestressed concrete 5.0 160 Kg/mm2

IS 1785 part-1 19 lab 4.0 175 Kg. /mm2

85 % the minimum specific tensile

9 Teakwood As per LOT

e) Moisture cement

As suggested by

10 All Other Material Consultant/EIC/ TPI

as per relevant IS code

Tests as may be directed by Engineer in charge as shown above shall have to be conducted.

1)Above mentioned all the tests of the materials and others shall be carried out for construction

of each and every different lot in Government Approved laboratory.

2)AMC / PMC / TPI may ask Contractor to Carry Out Additional Laboratory Test for any of the Above

Items if Required. The Cost of such testing shall be borne by the Contractor.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

GENERAL MATERIAL SPECIFICATIONS FOR BRAND NAMES TO BE

USED FOR THE EXECUTION WORKS

Sr. No. Item ApprovedMake

ULTRATECH,AMBUJA, J.K LAKSHMI OR

EQUIVALENT AS ISI APPROVED

TATA-TISCON, VIZAG, SAIL, ESSAR, ELECTRO

2. REIN FOR CEMENT STEEL- FE500/500D

TMT, ASR OR EQUIVALENT ISI APPROVED

TATA, SAIL, ESSAR, ASR, ASIAN or equivalent as

3. STRUCTURAL STEEL approved by competent authority

KRISHNA CONCARE, PIDILLITE, FOSROC, ROFFE,

4. WATER PROOFING COMPOUNDS SIKKA, CICO or equivalent as approved by

competent authority

'IRONITE', 'FERROK', 'HARDONATE' or

5. HARDENERS equivalent as approved by competent authority

JOTUN, ASIANPAINTS,ICIDULUX or equivalent

6. PLASTIC EMULSION PAINTS: INTERIOR as approved by competent authority

'SHALIMAR','GARWARE' or equivalent as

7. REDOXIDE (FOR IPS FLOORING) approved by competent authority

JOTUN JOTA SHIELD, APEX ULTIMA, DULUX

PREMIUM QUALITY WEATHER PROOF WEATHER SHIELD or equivalent as approved by

PAINT: EXTERIOR competent authority

SAINT GOBAIN LOW-E, ASAHI LOW-E or

9. GLASS/STRUCTURAL GLASS equivalent as approved by competent authority

JOHNSON,SOMANI, ASIAN,or equivalent as

10. CERAMIC TILES approved by competent authority

VITRIFIED TILES

(NOTE : VITRIFIED TILES SHALL HAVE JOHNSON, SOMANI, ASIAN, or equivalent as

11. approved by competent authority

TO BE WHOLE BODY HOMOGENOUS &

MIRROR POLISHED KOTA, MACHINE CUTRIVER

12 STONE POLISHED GRANITE or equivalent as approved

by competent authority

AS PER SPECIFICATION or equivalent as

13. WATER PROOFING MEMBRANE TYPE approved by competent authority

ALUMINUM SECTIONS FOR DOORS/ JINDAL, BIANCOO Requivalent as approved by

14. competent authority

GHANA TEAK WOOD or equivalent as approved

15. TEAK WOOD by competent authority

16. PLYWOOD CENTURY, GREENPLY, MARINO or equivalent as

AMDAVAD MUNICIPAL CORPORATION VOL.-I

approved by competent authority

CENTURY, GREENPLY, MARINO or equivalent as

17. MARINEPLY approved by competent authority

SYNTEXOR equivalent as approved by

18. PVCTANK competent authority

CHLOROPHYRIPHOS OR MATERIALSor

19. ANTI-TERMITEMATERIALS equivalent as approved by competent authority

ARDEXANDURA, MRF or equivalent as

20. ADHESIVE FOR TILES FIXING approved by competent authority

HELTICH, DORMA, DOORSET, OZONEor

21. HARDWARE equivalent as approved by competent authority

SUPREME INDUSTRIES, SOFTEX INDUSTRIES

EXPANSION JOINT SIL FLEX PVT.LTD. BENGAL BITUMEN or equivalent as

(CAPCELLHD100) approved by competent authority

RAMA SHUTTER.CO., AKASHSHUTTER, OLYMPIC

23 ROLLING SHUTTERS ROLLING SHUTTERS or equivalent as approved

by competent authority

HILTISYSTEMOR equivalent as approved by

24. DOWELLING AND REARING competent authority

BIRLA WHITE CEMENT, JK WALLPUTTI or

25. WHITE CEMENT PUTTI equivalent as approved by competent authority

CLASSIC MARBLE COMPANY, JAYANTILAL &

26. QUARTZ MANUFACTURER SON Sor equivalent as approved by competent

OZONE, KITCH, ORBITORT or equivalent as

27. STAINLESS STEEL RAILING approved by competent authority

DORMA, OZONE or equivalent as approved by

28. STRUCTURA LAND SPIDERG LAZING competent authority

OZONEPVT.LTD., KITCHOR equivalent as

29. GLASS RAILING approved by competent authority

MERINO-BOSCO.CO. or equivalent as approved

CUBICALPARTITION SYSTEM FOR REST

30. by competent authority

JOTUN ULTRA TEX, ASIAN-DURACAST or

31. EXTERIOR TEXTURE equivalent as approved by competent authority

NEROLAC, SHALIMAR, CICO, DUBOND, BERGER,

32. EPOXY PAINT ASIAN or equivalent as approved by competent

AMDAVAD MUNICIPAL CORPORATION VOL.-I

As per ISI and of major plant having 10 Lacs M.T. Production of

single plant per annum.Samples of cement arranged by the

Contractor shall be taken by the Engineer-in-Charge and got tested

in accordance with provisions of the relevant BIS codes. In case test

CEMENT (OPC/PPC) - 53 GRADE

result sindicate that the cement arranged by the Contractordoes

not conform to the relevantBIS codes, the same shall stand rejected

and shall be removed from the site by the Contractora this own

cost with in three days.

As per IS-1786:1985 (reaffirmed 2004). The Contractor Shall have

to obtain and furnish test certificates to the Engineer-in-Charge in

TMT REINFORCEMENT respect of all supplies of steel brought by him to the site of work.

Samples shall also be taken and got tested by the Engineer-in-

Charge as per the provisions in this regard in the relevant BIS codes.

In case the test results indicate that the steel arranged by the

Contractor does not conform to BIS codes, the same shall stand

rejected and shall be removed from the site of work within three

BRICK Compressive strength Avg. 35 KG. Per Sq.CM.

As per Mix design for concrete work or zone-II. For Masonry and

plaster work zone – III

COURSE AGGREGATE Sevaliya and Satam or Equivalent As Approved by competent authorit

FINISHING/PAINT:- ASIAN, BURGER, NEROLAC or equivalent as approved by competent

AMDAVAD MUNICIPAL CORPORATION VOL.-I

TECHNICAL SPECIFICATIONS

SPECIFICATIONS OF MATERIALS

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

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

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

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

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

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

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

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

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

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

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

rejection of water under test.

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

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

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

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

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

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

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

cement as per I.S. 455-1976.

M-4. White Cement :

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

M-5. Coloured Cement:

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

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

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

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

to provide for durability under exposure to sunlight and weather.

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

detrimental to it.

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

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

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

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

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

The sieve analysis of coarse shall be as under:

IS Sieve Percentage by weight IS Sieve Percentage by weight

Designation Passing Sieve Designation Passing Sieve

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

shall be as under:

IS Sieve Percentage by weight IS Sieve Percentage by weight

Designation Passing Sieve Designation Passing Sieve

M-8. Stone Grit:

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

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

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

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

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

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

deleterious reaction with cement.

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

IS Sieve Percentage by weight IS Sieve Percentage by weight

Designation through Sieve Designation through Sieve

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

used to built up the specified strength of concrete.

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

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

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

Sand: Sand Shall conform to specification M-6.

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

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

10.2. Preparation of Mortar :

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

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

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

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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

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

used up , covering it by tarpaulin or open sheds.

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

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

shall be permitted for use.

 General Technical Specification Section

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

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.

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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 From 5 Km to 10 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

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

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.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

specified on plan or as directed.

Mode of measurements shall be on CMT basis

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35 Grade of any size ; shape

(Usually Uni-Paver Blocks) using black trap good quality aggragate of 20 mm nominal size for footpath, parking

areas, service lanes and other areas as mentioned in the drawing / instruction of Engineer-in-Charge and/or his

authorized representative. Cost includes formworks using rubber mould, Rate providing and laying paver blocks as

per required grading and specification. The paver block shall be mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of flooring work only. It should be laid in such a way that the no

cutting of the paver block to be necessary. if cutting of paver block necessary then it should be cut by machine only

and carting. The finished surface of the paver block shall have resonably good, plain finished. Paver blocks shall be

AMDAVAD MUNICIPAL CORPORATION VOL.-I

compacted and shall be relaid if necessary. Gravel or such type of materials shall not be allowed for production.

Laying on 50 mm thick sand bedding.

• Laying on 50 mm thick sand bedding.

Scope of work :

Excavation and compaction up to 300 mm in height for footpath paving in all sorts of soil murrum including sorting

outs and stacking of useful materials stuff up to 50mt.

The scope of work includes manufacturing, supplying, and lying of precast paver blocks at various Retail outlets. The

work includes: Verification of the existing site condition and advising our project in charge to lay suitable base course if

required. Contractors are required to satisfy themselves with quality of sub grade, sub-base course before the paver

blocks are laid and suggest strengthening if required.

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

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

handling at both ends.

Laying of paver blocks at site as per requirement in technical specification on 50 mm thick sand bedding, within

shortest possible time the site is public place hence care should be taken to ensure that the routine activities should

not be disturbed. The job of laying may required to be carried out during night also.

Testing of paver blocks shall through reputed Govt. /Non Govt. Test house only and submission of test results as per

requirements in Technical Specifications. AMC reserves the right to carryout test at random. Cost for such tests to be

borne by party. The contractor shall guarantee that all material and components designed, fabricated, supplied, and

laid by him shall be free from any type of defect due to faulty material and/or workmanship/erection for a period of

One year from the date of completion of work. However, the contractor one year's shall render free maintenance.

TECHNICAL SPECIFICATIONS:

Paver Block Manufacturing Facilities:

The Paver Block shall be made in factory with following minimum facilities:

Concrete Block making Machines:

The machine should be capable of producing high quality Paver Blocks by obtaining high level of compaction by

application of hydraulic compaction and also by high intensity vibration to the moulds. The machine should have

automatic control panel

for uniformity in strength.

Concrete Batching & Mixing Plant: (Not essential)

The concrete Mix Design should be followed for each batch of materials. The concrete ingredient should be mixed in

concrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The plant should equipped with automatic

control panel for maintaining water cement ratio from batch to batch to obtain concrete of uniform quality and

strength. The plant should be equipped with adequate mechanism for mechanized loading of raw materials into mixer

and conveyor belt for transportation of concrete from mixer to concrete block making machine to maintain quality of

The factory should have well designed curing area to ensure adequate curing of paver blocks.

Laboratory (Desirable but not essential) :

The testing equipment should have required in the Laboratory as per the following:

A Compression testing machine of adequate capacity.

Other tools and equipment for testing raw materials and paver blocks.

Systematic record of test results of various paver blocks manufactured in the factory.

Concrete Mix Design for various grade of concrete used for making of paver blocks.

Specifications For Coloured Paver Blocks:

Coloured concrete paver blocks shall be manufactured as per attached specifications using or equivalent approved

colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with minimum colour pigment of 3% by

weight of cement. The colour shade shall be “RED” as selected by AMC before commencement of the work. White

cement shall be used for colored pavers to obtain the desired colour shade. The job also includes providing 50 mm

thick sand bedding to match the shade of the paver block.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

laying of the same at site.

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

Pavers Block Characteristics:

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

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

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

space of 2mm to 3mm to ensure compacted sand filling after vibration on the paver Surface. The concrete mix

design should be followed for each batch of materials separately and automatic batching plant is to be used to

achieve uniformity in strength and quality. The pavers shall be manufactured in single layer only. Skilled labour

should be employed for laying blocks to ensure line and level of laying, desired shape of the surface and adequate

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

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

concrete blocks of size 150mm X 250mm X 380mm. The kerbing should be embedded for 100mm depth. The

concrete used for kerbing shall be cured properly for 7 days minimum.

Paver Block Dimensions:

Thickness 60 mm

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

Chamfer 4mm to 6mm along top edges

Colour Natural cement grey colour without use of any pigment.

For coloured pavers refer “specifications for coloured pavers”

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

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

Testing of Paver Blocks :

SR. NO. * TEST Frequency

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

2. Flexural Strength Minimum 4.5 N/Sq mm

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

* Sampling and testing procedure as per enclosed specifications

Sampling and Testing Procedure for Paver Blocks

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Sampling for Testing

Sampling of Paver blocks.

Method of sampling :

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

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

Marking and identification :

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

and the consignment represented by the sample, are clearly defined.

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

transit. Protect the paving from damage and contamination until they have been tested. The testing shall be carried as

AMDAVAD MUNICIPAL CORPORATION VOL.-I

soon as possible, after the sample has been taken. As soon as practicable after sampling. The samples shall be stored in

water at 20 degree C  5 degree C for 24 hours prior to testing.

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

representative using Rubber mould and Table vibrator for Kerb instead of mechanical press system.

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

etc. complete with stacking the materials as directed. The road surface of asphalt shall carefully be opened to full width

as directed by the Engineer-in-Charge and/or his authorized representative.

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

entire depth i.e. including soling. All the materials shall be separately deposited in such a way and in places as may be

determined by the Engineer-in-Charge and/or his authorized representative. In case rubble not being so deposited or

being mixed up with the excavated materials will not be allowed for refilling. The cost of materials shall be charged

from the contractor. The decision of the C.E. shall be final and binding to the contract

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

Technical Specification for building works.

The rate shall be for a unit of SMT

Providing and laying of interlocking grey paver blocks of high density 80mm thick made from M-40 grade concrete using

mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement with

contractor's own concrete mix design as approved by AMC, for parking, road. Cost Includes formwork, using rubber/FRP

mould, laying paver block as per required grading and specification laid paver block shall be mechanically compacted. The

work of the paving blocks shall be executed in line and level by skilled mason of flooring work only. It should be laid in

such a way that the no cutting of the paver block to be necessary. Cutting of paver block by machine cut only and carting

to be done. The Finished surface of the Paver Block shall have reasonably good plain finish. Paver blocks shall be

compacted and shall be re-laid if necessary. Gravel or such type of materials shall not be allowed for production. Laying

on 5 Cms thick sand bedding.(AMC approved Rate ) Laying on 50 mm thick sand bedding

Scope of work :

Excavation and compaction up to 300 mm in height for footpath paving in all sorts of soil murrum including sorting

outs and stacking of useful materials stuff up to 50mt.

The scope of work includes manufacturing, supplying, and lying of precast paver blocks at various Retail outlets. The

work includes: Verification of the existing site condition and advising our project in charge to lay suitable base course if

required. Contractors are required to satisfy themselves with quality of sub grade, sub-base course before the paver

blocks are laid and suggest strengthening if required.

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

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

handling at both ends.

Laying of paver blocks at site as per requirement in technical specification on 50 mm thick sand bedding, within

shortest possible time the site is public place hence care should be taken to ensure that the routine activities should

not be disturbed. The job of laying may required to be carried out during night also.

Testing of paver blocks shall through reputed Govt. /Non Govt. Test house only and submission of test results as per

requirements in Technical Specifications. AMC reserves the right to carryout test at random. Cost for such tests to be

borne by party. The contractor shall guarantee that all material and components designed, fabricated, supplied, and

laid by him shall be free from any type of defect due to faulty material and/or workmanship/erection for a period of

One year from the date of completion of work. However, the contractor one year's shall render free maintenance.

TECHNICAL SPECIFICATIONS:

Paver Block Manufacturing Facilities:

The Paver Block shall be made in factory with following minimum facilities:

Concrete Block making Machines:

The machine should be capable of producing high quality Paver Blocks by obtaining high level of compaction by

application of hydraulic compaction and also by high intensity vibration to the moulds. The machine should have

automatic control panel

for uniformity in strength.

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Concrete Batching & Mixing Plant: (Not essential)

The concrete Mix Design should be followed for each batch of materials. The concrete ingredient should be mixed in

concrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The plant should equipped with automatic

control panel for maintaining water cement ratio from batch to batch to obtain concrete of uniform quality and

strength. The plant should be equipped with adequate mechanism for mechanized loading of raw materials into mixer

and conveyor belt for transportation of concrete from mixer to concrete block making machine to maintain quality of

The factory should have well designed curing area to ensure adequate curing of paver blocks.

Laboratory (Desirable but not essential) :

The testing equipment should have required in the Laboratory as per the following:

A Compression testing machine of adequate capacity.

Other tools and equipment for testing raw materials and paver blocks.

Systematic record of test results of various paver blocks manufactured in the factory.

Concrete Mix Design for various grade of concrete used for making of paver blocks.

Specifications For Coloured Paver Blocks:

Coloured concrete paver blocks shall be manufactured as per attached specifications using or equivalent approved

colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with minimum colour pigment of 3% by

weight of cement. The colour shade shall be “RED” as selected by AMC before commencement of the work. White

cement shall be used for colored pavers to obtain the desired colour shade. The job also includes providing 50 mm

thick sand bedding to match the shade of the paver block.

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

laying of the same at site.

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

Pavers Block Characteristics:

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

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

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

space of 2mm to 3mm to ensure compacted sand filling after vibration on the paver Surface. The concrete mix

design should be followed for each batch of materials separately and automatic batching plant is to be used to

achieve uniformity in strength and quality. The pavers shall be manufactured in single layer only. Skilled labour

should be employed for laying blocks to ensure line and level of laying, desired shape of the surface and adequate

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

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

concrete blocks of size 150mm X 250mm X 380mm. The kerbing should be embedded for 100mm depth. The

concrete used for kerbing shall be cured properly for 7 days minimum.

The rate shall be for a unit of SMT

Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of specified thickness, size, grade of

concrete and colour machine made and blasting by automatic shot blasting machine and high density of as per approved

sample of approved make for footpath, parking areas, service lanes,cross over and other areas as mentioned in the

drawing. Including providing and laying 50 mm thick averave bedding layer of coarse sand below paver block as per

required grading and specification. Laid paver block shall be mechanically compacted. The work of the paving blocks shall

be executed in line and level by skilled mason of flooring work only. Small size of paver block with same specification shall

be used at residue or at end. It should be laid in such a way that the no cutting of the paver block to be necessary. If

cutting of paver block shall be required , than cut by machine only and laying to be done by skilled flooring mason. The

finished surface of the paver block shall have coarse sand Texture Finish. Pave blocks shall be compacted and shall be re-

laid if necessary. Actual laid area shall be measured and paid without any wastage. (A) 60 mm thick M-35 grade Grey

Paver block of size 200mm x 200mm.(AMC approved rate)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

The rate shall be for a unit of SMT

Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of specified thickness, size, grade of

concrete and colour machine made and blasting by automatic shot blasting machine and high density of as per approved

sample of approved make for footpath, parking areas, service lanes,cross over and other areas as mentioned in the

drawing. Including providing and laying 50 mm thick averave bedding layer of coarse sand below paver block as per

required grading and specification. Laid paver block shall be mechanically compacted. The work of the paving blocks shall

be executed in line and level by skilled mason of flooring work only. Small size of paver block with same specification shall

be used at residue or at end. It should be laid in such a way that the no cutting of the paver block to be necessary. If

cutting of paver block shall be required , than cut by machine only and laying to be done by skilled flooring mason. The

finished surface of the paver block shall have coarse sand Texture Finish. Pave blocks shall be compacted and shall be re-

laid if necessary. Actual laid area shall be measured and paid without any wastage. (A) 80 mm thick M-35 grade Grey

Paver block of size 200mm x 200mm. As per approved rate

The rate shall be for a unit of SMT

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 1.40 x

1.00 or 1.00 x 0.75 mt. size with removing first existing seat & cover including demolishing existing loose masonry

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

that work plastering work in CM 1:3 shall also be done. Rate including fixing existing or new (if not there) C.I. steps

shall fixed at time of masonary work. After completion of brick work & plastering same machine hole seat & cover

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

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

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.

The rate shall be for a unit of Nos

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

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

trenches and pits complete.

a. Demolition of brick work & stone masonry including stacking of serviceable materials and disposal

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

b. Demolition including stacking of serviceable materials and disposal of unserviceable materials with

all lead and lift. (I) R.C.C work. Demolition including stacking of serviceable materials and disposal

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

Demolition implies taking up or down or breaking up. This shall consist of demolishing whole or part of work including

all relevant item as specified or shown in the drawings.

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

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

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

which is to be left intact, before dismantling and demolishing is taken up and the work shall be carried out in such a

way that no damages is caused to the adjoining property.

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

keep the dust nuisance down as and where necessary.

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

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

properly stacked as directed.

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

custody until handed over to the Engineer-in-charge.

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

directed, with all lead and lift. All unserviceable materials, rubbish etc. shall b stacked as directed by the Engineer-in-

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

Mode of measurements & payment :

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

increase in bulk shall be allowed. The demolition of lime concrete shall be measured under this item. Specification for

deduction for voids, openings etc. shall be on same basis as that employed for construction of work.

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

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

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

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

The rate shall also include the charges for separating out and stacking the serviceable materials properly and disposing

the unserviceable materials with all lead and lift. The rate also includes for temporary storing for the safety of the

portion not required to be pulled down or of adjoining property and providing temporary enclosures or partitions

where considered necessary.

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

Item No. 11 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb Block for Footpath

The specifiction of following materials shall be conforming with specification mentioned for relavent material / items

in General technical specification for building work of R&B Department of Gujarat.

Water shall conform to M-1

Graded stone aggregate 20 mm. nominal size to M-10

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

be used to manufacture the precast blocks. These machineries should be compatible to produce blocks of required

strength and dimensions. The machine shall contain hydraulic Press or advanced equipment to generate required

compaction & Grade and finish. Moulds/ Steel Plates/ Dies of the machine shall be dimensionally checked & to be got

AMDAVAD MUNICIPAL CORPORATION VOL.-I

approved before commencing the production. Contractor shall prepare proper Drying Yard for keeping the blocks

before curing. The drying yard shall be levelled and covered so that no shrinkage cracks are formed. Contractor shall

prepare adequate size curing pond to cure the blocks for not less than 21 Days. No other means of curing shall be

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

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

1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm. nominal size) by volume. Concrete work shall

have fairly exposed concrete surface or as specified in the item. The designation ordinary M-10, M-15, M-20, M-25

specified as per I.S. corresponds approximately to 1:3:6, 1:2:4, 1:1.5:3 and 1:1:2 nominal mix of ordinary concrete, by

volume respectively. The ingredients required for ordinary concrete containing one bag of cement of 50 Kg. by weight

(0.0342 m3.) for different proportions of mix shall be as per IS 456-2000. The proportion of the aggregate for the kerb

stone shall be modified as per the approval of the engineer-in-charge. The water cement ratios shall not be more than

those specified as per IS. The cement of the mix shall be increased, if the quantity of water in a mix has to be increased

to overcome the difficulties of placement and compaction so that the water cement ratio specified in the table is not

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

greater than 1/4th of the minimum thickness of the member, provided that the concrete can be placed without

difficulty so as to surround all reinforcement thoroughly and to fill the corners of the form. For reinforced concrete

work, coarse aggregates having a nominal size of 20 mm. are generally considered satisfactory. Admixture shall be used

in concrete only with approval of the Engineer-in-charge based upon the evidence that with the passage of time,

neither the compressive strength of concrete is reduced nor are other requisite qualities of concrete impaired by the

use of such admixtures.

Proportioning shall be done by volume, except cement which shall be measured in terms of bags of 50 kg weight. The

volume of one such bag can be taken as 0.0342 m3. Boxes of suitable sizes shall be used for measuring sand and

aggregate. The size of the boxes (internal) shall be 30cm. x 30 cm. and 38 cm. deep. While measuring the aggregate and

sand, the box shall be filled without shaking ramming or hammering. The proportioning of sand shall be on the basis of

its dry volume and in case of damp sand; allowances for bulk age shall be made.

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

class working condition and maintained throughout the construction. Measured quantity of aggregate, sand, and

cement required for each batch shall be poured into the drum of the mechanical mixer while it is continuously running.

After about half a minute of dry-mixing, measured quantity of water required for each batch of concrete mix shall be

added gradually and mixing continued for another one and a half minute. Mixing shall be continued till materials are

uniformly distributed and uniform colour of the entire mass is obtained and each individual particle of the coarse

aggregate shows complete coating of mortar containing its proportionate amount of cement. In no case shall the

mixing be done for less than 2 minutes after all ingredients have been put into the mixer. Mixers which have been out

of use for more than 30 minutes shall be thoroughly cleaned before putting in a new batch. Unless otherwise agreed to

by the Engineer-in-charge, the first batch of concrete from the mixture shall contain only 2/3rds of normal quantity of

coarse aggregate. Mixing plant shall be thoroughly cleaned before changing from one type of cement to another.

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

be determined by regular slump tests in accordance with IS: 1199-1959. The slump of 10 mm. to 25 mm. shall be

adopted when vibrators are used.

All Moulds shall be cleaned and made free from standing water, dust, snow, or ice immediately before placing of

Formwork/Metal Mould for exposed concrete surface (If indicated):

All the moulds shall be checked for exact dimensions of the precast blocks. All the edges of the precast blocks shall

confirm the profile of the final drawing & edges/ curvatures of the moulds shall be checked accordingly. Moulds shall

be regularly checked for correctness of dimensions of Blocks, twists, bends due to handling, etc. Before starting every

Care shall be taken to set all form work/Mould in perfect line, level (or in required camber or slope as specified) and

plumb. Form work/Mould propping shall be strong, rigid, and sturdy. The form work/Mould shall be as per pattern &

design shown in drawings. Form work/Mould shall be done accurately and precisely so as to achieve neat, clean and

smooth concrete surface, in line, level and plumb. Clinks, twists, offsets, warps, riveting etc. in plates or forms shall not

be allowed. Before placing concrete, forms shall be thoroughly cleaned off of all rust, dust, and loose materials.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Colourless oil or grease of approved quality shall be applied before placing steel. Also the form work material will be of

wood/plywood/steel or any sort of such material, as approved by the Engineer-in-Charge and/or his authorized

representative; so that all exposed concrete surfaces have uniform colour.

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

Removal of Moulds:

Specific time shall be identified for removal of moulds, such that the concrete of the precast blocks shall gain strength

to withstand the stresses generated due to self weight and handling to drying yards without any deformation to shape/

dimensions/ edges.

Sufficient time shall be given to the block after it is removed from the mould so that it can gain strength and dry in

shade to prevent any cracks due to shrinkage. This shall be done in drying yards.

Curing of block shall be done only in curing pond and curing shall be done for minimum 14 days.

Drying period after removing from pond & before delivery to site: Water should be drained of from the block before it

is actually sent to the site. Time should be provided for proper draining of water which may be present in the block

kept for curing in the pond.

Precaution shall be taken while transporting of the blocks to site.

The blocks should be loaded and unloaded with due care so as to avoid generation of stresses leading to breaking of

block. Care should be taken to prevent the block from breaking during transporting.

The pits of the size 150mm in width and required depth shall first be excavated, true to line and level. The relevant

specifications of item A- 1 shall be followed for excavation work. The pits shall be filled with a layer of 50mm. thick

sand bedding. The curbs then shall be placed in position of which 50mm. shall be below road. Care should be taken to

maintain proper line and level. The joints between the kerbs shall be pointed with C.M. 1:2 and cured for minimum

Sampling and testing of concrete:

Samples from fresh concrete shall be taken as per IS : 1199-1959 and cubes shall be made, cured and tested at 7 days

or 28 days as per requirements in accordance with IS : 516-1959. A random sampling procedure shall be adopted to

ensure that each concrete batch shall have a reasonable chance of being tested i.e. the sampling should be spread over

the entire period of concreting and cover all mixing units.

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

days, and the remaining 5 at 28 days. The samples of concrete shall be taken on each day of the concreting as per

above frequency. The number of specimens may be suitably increased as deemed necessary by the Engineer-in-charge

when procedure of tests given above reveals a poor quality of concrete and in other special cases. The average strength

of the group of cubes cast for each day shall not be less than the specified cube strength of 200 Kg/cm2 at 28 days. 20%

of the cubes cast for each day may have value less than the specified strength provided the lowest value is not less

than 85% of the specified strength. If the concrete made in accordance with the proportions given for a particular

grade, does not yield the specified strength, such concrete shall be classified as belonging to the appropriate lower

grade. Concrete made in accordance with the proportions given for a particular grade shall not, however, be placed in a

higher grade on the ground that the test strength are higher than the minimum specified. If rock pockets/honeycombs

in the opinion of Engineer-in-charge are of such an extent or character so as to affect the strength of the structure,

materially or to endanger the life of the steel reinforcement, he may declare the concrete defective and require the

removal and replacement of the portion of the structure affected.

Precast Kerb Stones:

AMDAVAD MUNICIPAL CORPORATION VOL.-I

The relevant specifications of concreting as per item above shall be followed except that work shall be carried out for

precast concrete kerb stones as specified in the item. All Precast members shall be cast at workshop. Sufficient curing

shall be done before placement of the same the method of transporting and placing the precast members shall be as

approved by the Engineer-in-charge. Members shall be so transported that no breakage or undue stresses are induced

in them. If required, all members shall have a key provided on both the faces i.e top and bottom surfaces, of adequate

size so as to fill the same with concrete while laying. The function of this key is to avoid the leakage through the joint

between the precast member and the member on which it is laid.

Mode of Measurements and Payment :

The rate shall include cost of formwork and cost of reinforcement. The volume occupied by reinforcement shall not be

deducted from R.C.C. work.

The rate shall be for a unit of Rmt.

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb Block for Central Verge in M-20 grade

using 20 mm nominal size black trap aggregate of Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork, mould with well equipped with vibratory system for

kerb stones of approved design including curing, etc. complete, including the cost of formwork etc.

complete. The rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line and

level on 5 cm thick sand bedding with necessary equipments and materials. The rate shall also include

the flush pointing in CM (1:3) for all joints of the kerb stones. Filling of zari alone the sides of the kerb

stone fixed with Bituminous concrete mixed in proper position as directed by Engineer in change to

form a portable mixture. In any case Gravel or such type of materials shall not be allowed for

production) Laying on 5 cm thick Sand Bedding

The rate shall be for a unit of Rmt.

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair finish /

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

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

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

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

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

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

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

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

The rate shall be for a unit of Rmt

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair finish /

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

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

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

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

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

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

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

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

The rate shall be for a unit of Rmt

Providing & laying Mountable type Central Verge including casting of Kerb of size 15.00 x 32.50 Cm by

mechanical Kerb casting machinery and oil paint colour to Center verge (Kerb) by Yellow/white and

Black patta (Three Coat) one coat of priming & two coat of oil Paint including cost of material required

for paint and all labourworketc complete as per direction, detailed drawing and instruction of

engineer incharge .(Including Epoxy Piant of Approved Quality) (Central Verge) Rate Anlaysis as per

The rate shall be for a unit of Rmt

Supplying and fixing for central verge 230 mm L x 235 mm Width x 680 mm H Supplying & Fixing in M-

20 grade using 20 mm nominal size black trap aggregate of sevaliya/timba or equivalent quality for

pre-cast blocks,reasonably exposed finish/formwork,mould with well equipped with vibratory system

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

etc.complete.THe rate shall also include necessary cutting of asphalt,fixing the kerb stones in line and

level on 5 cm thick sand bedding with necessary equipments and materials.The rate shall also include

the flush pointing in CM(1:3)for all joints of the kerbstones.Filling of Zari alone the sides of the kerb

stone fixed with bituminous concrete mixed in proper position as directed by engineer in charge to

form a portable mixture.In any case gravel or such type of materials shall not be allowed for

production. (based on Road Project sor)

The rate shall be for a unit of Rmt

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

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

Labour work of fixing Kurb any design of central verge, (both side) footpath kurb, items includes

necessary excavation, asphalt cutting of any thickness, erecting in line and position and pointing with

cement mortar (1:3), watering, etc complete, filling with zari along the side of the kurb, the kurb stone

fix prepared with bitumnious top surface, as directed by engineer in charge.

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

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

The measurements shall be on SMT basis.

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

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

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

of frame 25 x 3 mm wide MS flat should be well embed in concrete to protect the edges of frame. FRC E.H.D.-35

manhole cover & frame described as above

The measurements shall be on NO basis

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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

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.

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 )

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

Painting Two Coats on divider and footpath curb surface / New Concrete Surface ( Painting two coats after filling the

surface with synthetic enamel paint in all shades on new plastered concrete surfaces) (AMC approved Rate ) The mode

of payment for this item shall be on Smt Basis

C.R. Base Road Marking Painting lines, dashes, arrow, letters etc. on Road, Air fields and like in two coats with road road

marking paint , brushing including cleaning the surface of all dirt, dust and other foreign matter.(AMC approved Rate )

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

C.R. Base Road Marking Painting lines, dashes, arrow, letters etc. on Road, Air fields and like in two coats with road road

marking paint , brushing including cleaning the surface of all dirt, dust and other foreign matter. (ii) Up to 10 cm in width

The mode of payment for this item shall be on Rmt Basis

Painting two coat (exluding priming coat) on new steel and other metal surface with enamel paint brushing inerior to give

an even shade including cleaning the surface an even shade including cleaning the surface of all dirt, dust and other

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

Painting one coat (exluding priming coat) on previously painted steel and other metal surface with enamel paint brushing

inerior to give an even shade including cleaning the surface an even shade including cleaning the surface of all dirt, dust

and other foreign matter

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Painting two coat (exluding priming coat) on previously painted steel and other metal surface with syntheitc enamel paint

brushing inerior to give an even shade including cleaning the surface an even shade including cleaning the surface of all

dirt, dust and other foreign matter

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

Providing and fixing cyilnder pre cast bollard with exposed/Fair finished made in M-30. Bollard is precast with cement

concrete of M-30 grade by providing 4 no 12 mm dia tor steel by vibro compaction method using FRP/Steel mould for

achive shuttering finish as directed and approved by EIC. Sample shallbe approved. Approximate size of bollard is 900 to

1000 mm height x 225 to 300 mm dia. Rate shall be inclusive of concrete, reinforcemen, as sated in item description,

necessary mould, pouring, placing, compaction, necessary curing, all accessoried requiredfor fixing with all taxes,

transportation, loading, and unloading charges. Additional reinforcement, if any shall be mesured and paid for relevent

tender item. The rate shall also inclusive of erecting and fixing the pieces in position etc complete. as per drawing. The

rateshall also nclude the cost of excavation, base pcc M-15 grade and finish good, curing etc. compete as directed by

engineer incharge( C G Road tender approved rate)

The mode of payment for this item shall be on NO Basis

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

directed by Engineer-In-Charge and stacking the serviceable material and backfilling the resulting trenches and pits

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

material with all lead and lifts.:

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

done Dismantling implies carefully taking up or down or these are fixed by nail screws bolts etc. the shall be taken out

with proper tools.

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

Item No.30,31,32

Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of thickness up

to 0.20 meter including demolishing the asphalt carpet, metal, soiling/cutting Reinforcement etc.

comp. with stacking the material as directed.

up to 0.20 meter thickness (By Manual)

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

operator, fuel, & transportation etc. complete.

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

operator, fuel, & transportation etc. complete.

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

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and

disposing off the excavated stuff all lead and lift.(B) all kinds of soil

EARTH WORK (EXECUTED WITH MANUAL LABOUR)

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

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Concrete (PCC) of grade - M15

Providing and laying in position Ready Mixed M- 150 grade concrete for reinforced cement conctere

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

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

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

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

shuttering finishing and reinforcement including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength

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

latest IS 456 shall be maintained)

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

Concrete (PCC) of grade - M20

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

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

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

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

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

shuttering finishing and reinforcement including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength

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

latest IS 456 shall be maintained)

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

Structural steel work - Fabrication works - with paint

Providing, fabricating, assembling, hoisting, erecting and fixing in position structural steel work at all

heights/ all levels/ all shapes & sizes with all leads & lifts using any type of MS section like rolled steel

sections, hollow sections, plates, chequered plates, bar, sheet, rod, threaded bolt, railing etc. all

confirming to latest relevant IS codes for the metal elements i.e. window grill, transom bar, bright bar

in wooden door - window frame, railings, gates, grills, bracings, foundation plate & bolt, support at

truss system, truss, purlin, rafter ,cleat, platforms, brackets, fencing pole, signage pole, service

elements, Jali, clamp, logo etc. including straightening, cutting, bending, embosing, bolting and

welding, etching (if required) the members all as per structural drawings and as per detailed

specifications (for materials & workmanship) including profile cutting, smooth grinding, machining of

edges/ faces, necessary welding (electric arc welding) for required weld lengths and sizes, machine

drilling of holes for joining/ anchoring/bolting, necessary arrangements of templates to keep the

foundation bolts in position dry sanding, degreasing (wet cleaning) & preparation of rust-free surface

manually or mechanically, metal putty to make the surface even and smooth, necessary scaffolding/

staging, anchor fasteners,extra for bending elements for fixing etc complete.

Extra for providing hydraulic bending to MS member (i.e. hollow sections, rolled steel sections, any

type of plates, sheet, bar etc) of any thickness any size as per drawing, for any type of steel structures

like railing, bus shelter, signage structure, gantry structure etc. including straightening, profile cutting,

bending (precision bending), etc all as per approved shop drawings and as directed by Engineer in

AMDAVAD MUNICIPAL CORPORATION VOL.-I

This specification covers the general requirements for steel works as well as mode of

measurement and payment for completed works. MS Rolled Steel Sections, ISMB, ISMC, UC, H-Section,

Hollow sections, Tubular Sections, MS Plates, Chequered Plates, MS Pipes, Perforated Sheet, Flats, Bars,

Angles, MS Sheet, Girder, Beam, cattle trap, deep threaded MS bolts

The steel sections as specified or required shall be cut, square and to correct lengths, as per drawings

and design. The cut ends exposed to view shall be finished smooth. No. two pieces sha l be welded or

otherwise jointed to make up the required length of member, except as indicated in the drawings or as

directed. All straightening and shaping to form shall be done by application of pressure and not by

hammering. Any bending or cutting shall be carried out in such a meaner as not to impair the strength

of the metal. All operations shall be done in cold state unless otherwise directed/permitted. Steel

riveted or bolted in built up sections, frame work. The steel structure as shown in the drawings or as

per direction of the Engineer shall be laid out one level platform to full scale and to full size or in parts.

A steel tape shall be used for measurements to ensure maximum accuracy. Wooden templates

mm to 19 mm thick or metal sheet template shall be made to correspond to each connecting

gussets plate and rivet holes shall be accurately marked on them and drilled. The template shall be laid

on the steel members, and holes of the steel members shall also be marked for cutting. The base of

steel columns and the position of Anchor bolts shall be carefully set out. All stiffeners shall be formed

by pressure and where practicable, the metal shall not be cut and welded in making these. In major

works or where so specified shop drawings giving complete details and information for the fabrication

of the component parts of the structure, including location type size, length and details of rivets, bolts,

or weld shall be prepared in advance of the actual fabrication and as approved. The drawings shall

indicate the shop and field rivets and bolts. The steel member shall be distinctly marked or stencilled

with paint with the identification mark as given in the shop drawings. The bars shall be thickened at

the ends, so as to provide for screwed threads and gradually tapered off to meet their normal section.

Great accuracy sha l be observed in fabrication of various member, so that these can be assembled

without being unduly packed, strained or forced into position and when built up, shall be true and

free form twist, bniks, buckles, or open joints. Before making holes individual members for

fabrication, the steel work intended to be welded or bolted together shall be assembled or clamped

properly and tightly so as to ensure close abutting or lapping of the different members. All stiffeners

shall bear tightly both at top and bottom without being drawn or caulked. The abutting joints shall be

cut or dressed true and straight and fitted close together. Web splice plates and filters under

stiffeners shall be cut to fit within 3 mm or flange angles, web plates of girders shall have not cover

plates, shall have their ends flush with the top of angles forming the flanges unless otherwise required.

The web plates when spiced shall have clearance of more than 6 mm. The erection, clearance for

cleared ends of members connecting steel to steel shall preferably be not greater than 1.5 mm. The

erection clearance at the ends of beams without web cleats shall to be more that 3 mm at each end but

where for a practical reason greater clearance is necessary, suitably designed seating shall be provided.

Pins and rollers shall be accurately turned to gauge. These shall be straight and smooth and free from

flows. The roller bearing shall be provided with adequate arrangement for holding the girders or truss

resting on it. In columns caps and bases, the ends of shafts together with the attached gussets angles,

channels etc., after welding together shall be accurately mechanized so that the parts connected

butt against each other over the entire surfaces of contract connecting angles or channels shall be

fabricated and placed in position with greater accuracy so that they are not unduly reduced in

thickness by machining. The ends of bearing stiffeners shall be mechanised or ground to fit tightly

both at the top and bottom. All holes shall generally be drilled to the required size and at the required

size and at required position. Sub punching shall be permitted, provided it is done 3 mm or less in

diameter and remade thereafter to the required size. The holes for rivets and bolts shall be larger by

to 6 mm than the nominal diameter of rivets or black bolts depending up on the diameter of rivets.

Holes shall have their axis perpendicular to the surface bored through. The drilling or reamering

shall be free form butts, and the holes should be clean and accurate. Holes for counter sunk bolts shall

be made in such a manner that their heads fit flush with the surface after fixing. The fabrication work

AMDAVAD MUNICIPAL CORPORATION VOL.-I

shall be completed in workshop as far as it is practicable to do so. Site joints shall be done with rivets

and fitted bolts or black bolts, as shown in the drawings or as directed. Generally the following

principles shall govern the use of rivets turned and fitted bolts, and black bolts. Rivets and turned and

fitted bolts shall be used where the connection is such that slip under load has to be avoided.

Welding shall generally be done by electric process. Gas welding shall be resorted to using oxyacetylene

flame with specific approval. Gas welding shall not be permitted for structural steel work. The

welding work shall conform to I. S. 816-2000.

Preparation of surfaces

Surface, which is to be welded together, shall be free from loose mill scale, rust, paint, grease or other

foreign matter. A coating of boiled linseed oil shall be permitted. Assembly for welding: Before welding

is commenced, the plates shall first be brought together and firmly clamped or spot welded at specified

distance. The temporary connection has to be strong enough to hold the plates accurately in place

without displacement.

All operations connected with welding and cutting equipment shall conform to safety

requirement given in I. S. 818-1968 The following points shall be borne in mind during the process of

welding : Welds shall be made in flat position wherever practicable. Arc length, voltage and amperage

shall be suited to the thickness of material, type of groove and other circumstances of the work. The

segments of welding shall be such that where possible, the members who offer the greatest resistance

to compression are welded first. Finished welds and adjacent parts shall be protected with clean

boiled linseed oil and after all stag has been removed welds and adjacent parts shall be painted after

the same are approved. All the members shall be thoroughly cleaned of rust, scales, dust etc., and given

a priming cot of red lead paint before fixing them in position. The rate includes cost of all material,

labour, erection, hoisting, scaffolding protective measure, required for proper completion of the

item of work. This shall also include conveyance and delivery handling, loading, unloading and

storing etc. required for completing the item described above including necessary wastage involved.

The rate shall be for a unit of one Kg.

Measurement of steel shall be on the basis of length of the sections as per drawings and standard

weight as per IS code.

Extra for providing Hot dip galvanizing work confirming to IS 4759/ 2629/ 2633 with zinc of 610 GSM

thickness on any type of MS section for any elements etc. for all the places, all heights, all level as per

the drawing and as instructed by Engineer in charge. The rate shall include preparing the surface by

shot blasting/ acid washing prior to hot deep galvanizing, labour, tools, machinery etc complete

(Sample to be approved). The weight of steel sections before galvanization shall be measured for

payment. The cost of steel sections shall be paid for separately under relevant item.

The rate shall be for a unit of one Kg.

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.

AMDAVAD MUNICIPAL CORPORATION VOL.-I

Signature of Bidder Additional City Engineer

Address & Mobile no. (North West Zone)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

AMDAVAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

FORM 1 - BID SECURITY (BANK GUARANTEE)

(Hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance

with the term and conditions of tender for the work of Work of installing Grills(Railings) & other

related work on different TP roads in the ward under Deputy City Engineer-1 of North West Zone.

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 (NWZ)

AMDAVAD MUNICIPAL CORPORATION VOL.-I

FORM -2 PERFORMANCE GUARANTEE BOND

(BANK GUARANTEE)

(Clause 37 of Section I Volume 1)

Awarded a contract dated_ __________________FOR Work of installing Grills(Railings) & other

related work on different TP roads in the ward under Deputy City Engineer-1 of North West Zone.

Whereas the said M/s _________________________________________has approached Us

___________________________________________Bank to provided a PERFORMANCE

GUARANTES BOND to the AMC for the work undertakes by M/s.

have agreed to provided such a PERFORMANCE GUARANTEE BOND. Now therefore, we the_

______________________Bank provided the following Performance Bank, Guarantee by way

of these Bond to the AMC.

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

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

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

the _______________________________Bank hereby indemnify the AMC for all losses and / or

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

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

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

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

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

the _________________________________Bank agree and promises that in the eventuality of

the contractors M/s. __________________________________________not repairing or

remeding the Problem, loss or damage to the road surface we shall indemnify and pay the AMC

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

getting the work done itself or from the other source.

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

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

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

the Commissioner's decision regarding such losses or damages or defect whatsoever being so

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

M/s.__________________________________ faithfully and diligently carry out the necessary

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

Commissioner as to whether full and complete remedial steps, to the full satisfaction the

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

arriving at such decision as aforesaid it will be open to the Commissioner of the AMC in case he

so desires, to delegate this power to subordinate like the city Engineer to take appreciate

decision and the decisions referred to above will be deemed to be properly take and as if taken

by the Commissioner of the AMC. In the eventually of M/s.______________ not taking

remedial action to the almost satisfaction of the Commissioner of AMC. The AMC will be

entitled to get the work done itself or from sources. On the Commissioner of the AMC notifying

to us the total expenses incurred for this purpose. We hereby expressly have under taken to

AMDAVAD MUNICIPAL CORPORATION VOL.-I

pay the AMC the said amount forth with and in any case not less than 7 days from taken to pay

the AMC the said binding the amount indicted by the Commissioner of the AMC and our

obligation to pay such amount will be continuing of the AMC and our obligation irrespective of

any dispute of differences that may arise between us and M/s.

_____________________________ of between the AMC and M/s.

3. The contract value is Rs. __________________________. This PERFORMANCE GURANTEE is

limited to 5% of the said contract value and accordingly it comes to Rs.

_______________________ our liability will be in all cases be limited to

4. We agree and undertake that this PERFORMANCE GURANTEE will be valid for a period of five

years and one month from the date when the contract work is completed by the

M/s._____________________________________. The Commissioner of the AMC notify such

completion that to us. In case, no such completion it is notified, this performance guarantee will

be a valid from five years from the date of execution of this agreement. The Performance

Guarantee will come into effect from such completion date. In case however, the contract of

several parts it will be opened to the Commissioner to indicate separate completion dates for

separate part and to simultaneously indicate a break up of the contract value equivalent to the

separate part. In which case the PERFORMANCE GUARNATEE to extent of the different

completion dates. It is expressly understood that the considering this period of five years and

one month, the date by which the Corporation, intimate the Bank about the losses, damages or

problems as the case may be, shall be considered as long as such intimation is within a period

of five years and one month from the completion date. We the ___________________ Bank

will be liable, irrespective of whether the remedial actions or lack thereof has taken place after

the period of the five years and one month.

5. We _________________________________ Bank agree that the PERFORMANCE

GUARANTEE which is continuing guarantee will be binding, and enforceable against us

irrespective of any difference / disputes between the AMC and M/s.

and irrespective of any change or variation or execution time or any forbearance or waiver

made or grant by the AMC to M/s.___________________________________.

6. In case any disputes arise as to the interpretation or implementation or implementation of

this PERFORMANCE GUARANTEE, the matter shall be referred to the sole arbitration of he

Commissioner of AMC whose decision in the matter will be final. In case any resource to any

court of law is necessitated, the appropriate Civil Court in the AMDAVAD along will have

Date: Signature of Contractor

AMDAVAD MUNICIPAL CORPORATION VOL.-I

FORM-3 FORM OF AGREEMENT

THIS AGREEMENT made the ____ day of _______, 20__ between AMDAVAD Municipal

Corporation ………………..(here in after called “the Employer”) of the one part and

___ (here in after called “the Contractor”) of the other part.

WHEREAS the Employer is desirous that certain works should be executed by the Contractor,

____________________________________________ and has accepted the bid by the

contractor for the execution and completion of such works and the remedying of any defects

therein at a contract price of Rs.______________ (Rupees ____________________________).

NOW THIS AGREEMENT WITNESSETH as follows:

1. In this Agreement, words and expressions shall have the same meanings as are respectively

assigned to them in the Conditions of Contract hereinafter referred to.

2. The following documents shall be deemed to form and be read and construed as part of

this Agreement, viz.:

a) The Letter of Acceptance;

b) The General Conditions

c) The Financial Condition

d) The Technical Specifications;

e) The Priced Bill of Quantities; and

f) Other documents forming part of the contract.

3. In consideration of the payments to be made by the Employer to the Contractor as here in

after mentioned, the Contractor hereby covenants with the Employer to execute and complete

the Works and remedy any defects therein in conformity in all respects with the provisions of

4. The Employer hereby covenants to pay the Contractor in consideration of the execution and

completion of the Works and the remedying of defects therein the Contract Price or such other

sum as may become payable under the provisions of the Contract at the times and in the

manner prescribed by the Contract. IN WITNESS where of the parties hereto have caused this

Agreement to be executed the day and year first before written.

Signed, sealed, and delivered by the said Employer and the Contractor in the presence of:

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

Binding Signature of the Employer:

Binding Signature of the Contractor:

*Sample Form for updating - qualification information*

AMDAVAD MUNICIPAL CORPORATION VOL.-I

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AMDAVAD MUNICIPAL CORPORATION VOL.-I

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