WIRE FENCING WORK FOR REQUIRED A.M.C. DIFFRENT PLOT IN SARDARNAGAR WORD OF NORTH ZONE (A.R.C.)

Sr. Department No. of Total Amount

technical bid shall be opened online on Dt.- 04.07.2026 at 11.00 hrs. Any change / correction /

corrigendum in respect of above work shall be placed on line. Contractors are requested to see

the website before 24 hours of submission of their tender

Assistant Manager (North zone), Ahmedabad Municipal Corporation

North Zone Office Building, Memco-Naroda road, Ahmedabad

Deputy Municipal Commisioner

AHMEDABAD MUNICIPAL CORPORATION

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

MEMORANDUM OF WORK

Municipal Commissioner invites online e-tenders from interested contractors for “WIRE

FENCING WORK FOR REQUIRED A.M.C. DIFFRENT PLOT IN SARDARNAGAR

WORD OF NORTH ZONE (A.R.C.)”

1 Name of work “WIRE FENCING WORK FOR REQUIRED

A.M.C. DIFFRENT PLOT IN SARDARNAGAR

WORD OF NORTH ZONE (A.R.C.)”

2 Tender Amount Rs. 1000000.00 (exclusive of GST). GST will be paid extra

(Estimate put to Tender) by AMC/Authority at prevailing rate to the contractor.

3 Tender fee Rs.900.00 Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

4 Time Limit 12 MONTHS

5 Download of Tender Complete bid documents can be downloaded with effect from

Documents Dt.02.07.2026 up to 17:00 Hrs. from the website www.nprocure.com.

6 Required registration Register “E2” class in AMC or PWD in Govt. R&B/CPWD/AMC or

equivalent register with any other state Govt. or institutions.

7 Earnest Money Deposit Rs.10000.00 (Demand Draft or Bank Guarantee in favor of Municipal

(Bid security) Commissioner, AHMEDABAD/) To be submitted as prescribed in

(1 % of Estimate put to below. Demand Draft or Bank Guarantee shall be from Nationalized

tender) Bank / Scheduled Bank and valid for 120 days.(As per AMC finance

dept. circular No-5 Dt.5/5/07 & F.D. Circular No. 29 Dt. 7/08/2010) &

attached ANNEXURE - 1 finance dept. circular No - 03 Dt.28/04/23

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

Tender Fees Tender as described in the invitation of tender and submitted to

Assistant Manager (NORTH zone) , Rajiv Gandhi Bhavan, Memco-

Naroda Road, Ahmedabad To be Submitted Physically As per N.I.T

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

Tender Documents Technical bid should be submitted physically also in sealed

envelope systems By RPAD/Speed post/ Hand Delivery in sealed

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

shall be separately duly sign & seal by contractor .

10 Last date of online Date.02.07.2026 up to 17.00 hrs.

submission of tender

11 Submission of Price Bid The Price bid shall be submitted online only. It shall not be submitted

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

Addl. City Engineer (North Zone), Rajiv Gandhi Bhavan, Memco –

Naroda Road, Ahmedabad Municipal Corporation, Ahmedabad

13 Tender validity period 180 days from the last date of submission of Tender. it should be valid

for 180 days from the last date of online tender submission.

14 Security Deposit 5 % of Contract Value to be submitted in the form of Bank Guarantee

as per. Bank Guarantee shall be from approved list of AMC of banks

and the issuing branch of bank guarantee shall be of Amdavad City

only. The validity of the Security Deposit shall be up to valid till

days beyond Date of completion of work. The Security Deposit shall

be payable in 15 days from date of receipt of LOI failing which interest

@4% per annum will be charged by AMC.

15 Retention Money 2 % amount of each Running Bill shall be deducted as a Retention

Money. Such retention money shall be released in the final bill of the

16 Labour welfare cess 1% Labour welfare cess as per the Act, 1996 (non refundable) shall be

deducted from each running bill.

17 Liquidated damages Compensation for (0.10%) zero point one percentage of Delay

contract price for uncompleted work per day subject to a maximum

up to ten percentage of contract price or as decided by Municipal

18 Place of Arbitration Ahmedabad

19 Language of Arbitration English

20 Terms, Condition & All General condition of contract of FORM B1 condition of contract

Specification shall be applicable.

21 Compensation for delay 10% Of Remaining work (As per Circular)

22 Defect & Liablity Period The contractor shall be responcible to make good and remedy at this

own exppence any defect which may developed or may be noticed

before the period mentioned here under from the certified date of

complition, The within 15 days of recipts of the notice. In the case of

failure on the part of the contractor,the Engineer incharge may rectfy

or remove or reexecute the work at the risk & cost of the contractore.

The Engineer incharge shall be entitled to appropriate the whole or any

part of the amount of cicurity deposit towrdes they expences, If any

,incurred by him in rectification , removal or re- execution. The defect

liability period shall be as under (a) for all works costing up to Rs.

50,000 (amount put to tender ), the period shall be three months from

the cirtified date of complition . (b) for all workscosting more than Rs.

50,000 and upto Rs. 1 crore (Amount put to tender) ,the period shall be

six (6) month from the cirtified date of compition or one monsoon

which ever letter.(c) the major project costing more than Rs. 1 crore

the period shall be 12 months from the cirtified date of complition

which should include one monsoon.(d) For building works , the period

specified in (a) ,(b) & (c) above or elapse of monsoon period following

cirtifide date of complition.,whichever is letter . For the purpose of

deciding the monsoon period , the 30 september may be treated as the

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

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

work within 48 hours so intimation of work. Communication done

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

be considered legal and binding for the same. Failure of company to

start the works in 48 hours of intimation as above by contractor. the

contractor shall be levied penalty of (1) Rs.1000/- per day (for tender

amounting upto 10 lakh). (2) Rs. 2500/- per day (for tender amounting

above 10 lakh to 30 lakh). (3) Rs. 5000/- per day (for all tender

amounting above 30 lakh). Three time failure by contractor shall

make contractor responsible to be debar unless and otherwise justified

properly in writing/binding within 15 days so flast notice of penalty.

24 Compensation for Delay 10% of Remaining work (As per Circular)

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

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

a part Of Tender And The Same As to be Attached Along With

The Tender Document.

26 EPF Act As per Acoount Department circular no-37 Date:09/08/2018

27 Quality Assurance Plan As per circular contractor have to submmit Quality Assurance

Plan and do necessary test as require, no extra payment given

for material testing.

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

the Contractor.

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

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

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

print/Electronic/Social media regarding inferior quality of work and poor safety precautions, and

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

expenses of legal matters shall be borne by contractor.

Note: 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.

 The authorized signatory holding Power of Attorney shall only be the Digital Signatory. In case authorized

signatory holding Power of Attorney and Digital Signatory are not the same, the bid shall be considered non-

Seal and Signature of the Bidder Add.CityEngineer(North Zone)

Date: Amdavad Municipal Corporation

Seal and Signature of the Bidder Addl City Engineer

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

detailed in the Table below:-

Sr. Name of Works Approximate Earnest Money Completion

No. value of works Deposit (Rs.) Period

1 “WIRE FENCING WORK Rs. 1000000.00 Rs.10000.00 12-- MONTHS

FOR REQUIRED A.M.C.

DIFFRENT PLOT IN

SARDARNAGAR WORD OF

NORTH ZONE (A.R.C.)”

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,

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

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

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

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

in the above Table payable at Ahmedabad and drawn in favor of MUNICIPAL

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

be specified in Clause 2 of Financial Condition.

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

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

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

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

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

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

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

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FEATURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

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

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

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

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

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

Bid envelopes shall be marked as follows:-

 Tender Document Vol.

 Registration certificate of class

 Power of Attorney

 Personal Details

 Enclosures as asked in tender

 Technical specifications duly sign by contractor.

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

Assistant Manager, North Zone,

1st Floor, Rajiv Gandhi Bhavan,

Memco-Naroda Road,

d).Bear the following identification:

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

e). Indicate the name and address of the bidder.

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

responsibility for the misplacement or premature opening of the bid.

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

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

2. Assessment of Submission

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

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

then announce the names of bidders in the presence of bidders or their representatives who

choose to attend on the date and time mentioned in the IFB. In the event of specified date of bid

opening being declared as a holiday for the Employer, the Tender will be opened at the

appointed time and location on the next working day.

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

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

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

details, as the Employer may consider appropriate.

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

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

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

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

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

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

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

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

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

accompanied by the requisite certificates, undertaking and other relevant information specified

in the bid documents and is substantially responsive to the requirement of the bidding

documents and provides any clarification for ascertaining the correctness of the

information/details.

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

Including the information disclosed to those present in accordance with Sub Clause 3.2 thereof.

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

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

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

nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

accordance with Clause 5(General Terms and Condition).

4. Procedure for Tender Opening

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

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

criteria then bidder bid will be considered for opening of price bid.(Following clause no. 5 of

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

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

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

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

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

6. Notification of Award

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

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

accepted. This letter shall name the sum which the Employer will pay the Contractor in

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

prescribed by the Contract.

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

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

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

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

8. Clarification of Bids

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

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

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

or by cable/fax.

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

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

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

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

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

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

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

been announced. Any effort by a bidder to influence the Employer's processing of bids or award

decisions may result in the rejection of his bid.

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

for itself on its own responsibility all information that may be necessary for preparing the bid

and entering into a contract for construction of the Works. The costs of visiting the Site shall be

at the bidder’s own expense.

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

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

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

and its personnel and agents from and against all liability in respect thereof and will be

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

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

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Seal and Signature of the Bidder Addl. City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

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

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

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

1.2 The Works consist of:

“WIRE FENCING WORK FOR REQUIRED A.M.C. DIFFRENT PLOT IN

SARDARNAGAR WORD OF NORTH ZONE (A.R.C.)”

2. Source of Funds

2.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL

3. Eligible Bidders

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

following requirements:

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

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

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

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

AMC within 3 month's time.

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

the Employer shall reasonably request.

4. Eligible Material, Equipment and Services

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

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

of the Employer.

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

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

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

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

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 the

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

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 in

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

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

10. Bid Validity

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

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

shorter period.

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

may request the bidders to extend the period of validity for a specified additional period. The

request and the responses thereto shall be made in writing or by fax. A bidder may refuse the

request without forfeiting his bid security. A bidder agreeing to the request will not be

required or permitted to modify his bid but will be required to extend the validity of his Bid

Security for the period of the extension, and in compliance with Clause 2 ( Financial Terms

& Conditions) in all respects.

11. Format and Signing of Bid

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

Instructions to Bidders.

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

duly authorized to sign on behalf of the bidder.

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

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

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

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

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

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

date specified in the IFB.

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

unopened to the bidder.

14. Signing of Agreement

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

Employer will direct him to submit the Performance Security and attend the Employer's office on a

date determined by the Employer for signing the Form of Agreement.

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

high quality work within the given time schedule.

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

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

evaluation, will rest entirely on the Bidder.

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

original and extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

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

for award has engaged in corrupt or fraudulent practices in competing for the contract in

question. The Employer will declare the firm ineligible, either indefinitely or for a stated period

of time, to be awarded a contract by AHMEDABAD MUNICIPAL CORPORATION if it at

any time determines that the firm has engaged in corrupt or fraudulent practices in competing

for the contract, or during execution.

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

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

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

and it includes the offering, giving, receiving, or soliciting of anything of value to

influence the action of any such official in the procurement process or in contract

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

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

and includes collusive practice among bidders (prior to or after bid submission)

designed to establish bid prices at artificial non-competitive levels and to deprive the

Borrower of the benefits of free and open competition.

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

without assigning any reason thereof.

 If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material

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

for disqualification / rejection at any stage.

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

Tender volume is submitted without valid documents and without proof of eligibility criteria it

will be rejected.

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

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

or are conditional tenders, will be rejected.

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

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

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

19. Administrative Conditions:-

 Safety and Signage

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

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

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

florescent marking on traffic signs to be provided so that it should be visible at night. During

night working hours safety in charge personnel shall be provided with florescent 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 Addl. City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINANCIAL 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 validity.

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

when the bidder has furnished the required performance security and signed

2.4 Earnest Money Deposit may be forfeited

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

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

i) furnish the required Performance Security or

ii) sign the Agreement.

3. (A) Security Deposit :-

Within 15 (Fifteen) days of the date of receipt of the Letter of Acceptance, the successful

bidder shall deliver to the Employer, a Initial Security 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 Employer.

(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.

4. Approved Bank: - As per AMC finance Department Circular

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

6. Mobilization advance will not be given.

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

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

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

decided by Municipal Commissioner.

9. Tax, Duties on Materials

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

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

the contractors.

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

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

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

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

Seal and Signature of the Bidder Addl. City Engineer

Date: (North Zone)

AHMEDABAD MUNICIPAL CORPORATION

Tender form B-1

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

WATER RESOURCES DEPARTMENT may be referred.(only English version)

Note binding on the contractors

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

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

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

clause no.15 to

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

Gujarat “wherever written.

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

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

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

wherever written.

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

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

Municipal Corporation”

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

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 “WIRE FENCING WORK FOR REQUIRED A.M.C. DIFFRENT PLOT IN

SARDARNAGAR WORD OF NORTH ZONE (A.R.C.)”

 OF AHMEDABAD 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

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 Addl. City Engineer

Date: (North Zone)

AHMEDABAD 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, . of nationalized bank /scheduled

bank by pay order, demand draft, . of nationalized bank/scheduled bank only. Contractor

shall have to sign contract paper with AMC.

2. In case of earnest money . 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 be

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 Ahmedabad 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.

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

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 contractor.

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

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, Ahmedabad.

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 festivals.

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

Seal and Signature of the Bidder Addl. City Engineer

Date: (North Zone)

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ntug <uJt xuLzhtu ytvtu ytv hœ dKJtbtk ytJNu. <&t ytJuj yLg cezhtu vife mit&e ytuAt ytJuj

CtJlt xuLzhle bkswhe btkdJtbtk ytJNu.

ybœtJtœ Bgwrlrmvj ftuvtuohuNl

ftb btxulwk xftJthe œh Jt¤wk xuLzh ylu ftuLx[tfx

xuLzhh btxule Nh<tuu

1 xuLzhhle jtgft<

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btLg ftuLx[[tfxhu y.Bgw.ftuvtuo.btk btLg ftuLx[[tfxhtule gtœebtkk hSMxu[Nl fhtJJtlwk hnuNu.

1 c: btLg ©uKelt ftuLx[tfxh <hefu ltuk^Keltkk «btKvºtle MJ«btKe< fhuj lfj xuLzh mt&u stuzJtle hnuNu.

1 f: ftb sJtcœth xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKe ytJ<t ntug <ubs ftb fhJt mûtb ntug <ublu s

ytvJtbtkk ytJNu. ftb yvt<t vnujt ftuLx[tfxhu ftb mkk<tu»tfthf <ubs xtRb jebexbtkk vwÁk fhJt sYhe mJj<,

ylwCJ, ûtb<t ylu VtgltLmegj hemtumo hsw fhJtlt hnuNu.

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mh¾gwjh,lk -17, <t.09/12/2012 bwsc ybœtJtœ Bgwrlrmvj ftuvtuohuNlbtk ftuLx[t¾xh hSMx[uNl Ve, heLgwyj

Ve <&t yvd{uzuNl Ve ylu btvœkztu ægtlbtk htFe <u bwsc ybj fhJtltu hnuNu.

1 R: xuLzh Ch<t vnujt xuLzhhu mtRx rlheûtK fhe juJwk. xuLzhh ftblt «fth, ngt< hM<t, vtKe btdo, mkkath

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2: yt ftble mbg bgtoœt bubtuhuLzbbt sKtJuj «btKu le hnuNu.

3: xuLzh Jujezexe rvhegz ( 120 ) rœJm mw^ele hnuNu.

4: xuLzh Ve ylu R.yub.ze.

4 y: xuLzh Ve zebtLz z[tVx &e aqfJJtle hnuNu. œhuf xuLzh œeX yjd xuLzh xuLzh Ve ChJtle hnuNu. xuLzh Ch<e JF<u

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4 c: xuLzh mt&u bwfJtbt ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhkxe/zebtLz z[tVx MJefthJtbtk ytJNu. œhuf

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zebtLz z[tVx, cukf duhkxelt MJYvbt <&t Yt. 1 fhtuz &e Wvhle ykœtS< hfblt ftb btxu R.yub.ze le hfb btºt

zebtLz z[tVx, vu ytuzoh fu cukf duxhelt MJYvbtk ytvJtle hnuNu. yLg ftuR he<u Chuj R.yub.ze. btLg htFJtbtk

lnek ytJu ylu xuLzh hœct<j XhNu.

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ftuz yJ~g jFJtltu hnuNu.

4 z: cukf duhkxe btºt ybœtJtœ Nnuhle s MJefthJtbt ytJNu.

4 R: ytuAe hfble xuLzh Ve, R.yub.ze fu xuLzh Ve, rJltlt xuLzhtu hœ ct<j (fuLmj) dKtNu.

5 y: xuLzh Vtubo ylu ylwmwrabtkkle œhufu œhuf Ftje søgt xuLzh Chlthu Che xuLzh ztu¾gwbuLxm vh< fhJtlt hnuNu.

5 c: fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu.su ftuLx[tfxh©eytuyu hSMx[uNl heLgw fhJuj l

ntug <u ftuLx[txh©eyu xuLzh ChJt lne.

5 f: ftuLx[ftxhtuyu xuLzhbt cukflw ltb,Ft<t lkch ,btRfh lkch, mhltbw ,btu.lkch,vtxeo ftuz ,RbuRj ytRze MvÐ

5 z: yt xuLzhtu zwÃjefux ftuveytu mt&u Chelu Wvhtuf< mhltbu YcY/hSMxh yuze./Mvez vtuMx/ fwheyh &e rlg< mbg

bgtoœtbt btufjJtlt hnuNu.mekdj xuLzh ftuve/mne fgto Jdhle ftuve hœ fhJtbt ytJNu.

6: ftuLx[tfxhtuyu leaule ctc<tu ft¤SvwJof JtkkaJt rJlkk<e Au.

1) J^w fu ytuAtle xftJthelt œh Nçœtu <ubs ytkkfztbtkk ytvJt. xuLzh Chlthu yt he<u cl<e hfb vK Ftltbtk

ltuk^Je ylu hfbltu fwj mhJt¤tu bwfJtu.

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bwFðgthltbwk xuLzh mt&u hsw fhJtlwk hnuNu.

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sYhe <vtm fhelu s xuLzh btufjJw.

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xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

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<ubtk atjw ftb œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

9: rJmkkdr< ylu rnmtc stud:

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fhJtbtkk ytJNu.

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10 y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu. yt mbg bgtoœt 10 jtF mw^elt ftb btxu yuj.ytu.ytR.

ytÃgt <theF&e 10 rœJm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃgt <theF&e 15 rœJm&e NY

&guj dKJtbt ytJNu. <&t <u mbg œhrbgtl ftble 5% juFu zevtuÍex Che fhthvºt fhJtltu hnuNu.

10 c: mûtb m•tt îtht Yt.10,00,000.00 (œm jtF) mw^elt xuLzhle bkswheltu XhtJ vtzgt ctœ ( LOI) ytvJtbtk

ytJNu ðgth ctœ rœl - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt

rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

10 f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu suxjt rœJm ftbdehe btuze vqhe fhuj ntug <uxjt

rœJmle vulÕxe xuLzh hfb (fhth rfkb<) lt 0.1 % bwsc «r< rœJm bwsc xuLzhbtk bkswh &guj mbgbgtoœt ctœlt

FhuFh ctfe ftble hfblt bn•tb 10% juFu (jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

11 y: awfJKe xuLzh Chuj œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx, œuFhuF, mrJom-ftbdehe,

Jes¤e, htugÕxe Jduhu <btb Faoltu <&t sYh sKtg ðgthu ht<vt¤elt ftblu jd<t J^thtlt Faoltu mbtJuN &Nu

ylu xtkkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt ægtlbtkk juJtNu lnekk. xuLzh Chlth Ftuxe

hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe <u ctkk^ftb rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje btne<elu

yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœt swœt CtJ ylu œh ChJt

btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtkk&e WCt

&<t ftuR stuFb fu sJtcœthebtkk&e Axfe NfNu lnekk. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ

J^thtu ytvJtbtk ytJNu lrnk.

11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «Joðbtl rlgb bwsc fhJtbt ytJNu. <&t Bgwrl.

frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt ckDlf<ot hnuNu.

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb (xuLzh bwsclwk vubuLx + yu¾Mx[t ytRxb)

Wvh 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

11 z: htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[[tfxhlt

cejbtkk&e fvt< fhJtbt ytJNu.

12: yu)fhth mkkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

ce)xuLzhbtk œNtoJuj ftb mkkck^e œM<tJusbtkk œNtoJuj rJd<btkk rJmkkd<<tlt rfMmtbtk leau œNtoJuj ¢btlwmth

œM<tJusbtkk œNtoJuj rJd< d{tng htFJtbkkt ytJNu.

yu) yufb ylu fœ

(2) xuLzh Vtubolwk CtJvºtf

(3) MvuNeVefuNl

z[tuRkdbtk fœ, ytfth, ytkkfzt fœta Ftuxt ntug <tu btvujtkk fœ, ytfthlu ylwmhJwk.

(2) xuLzh Vtubole ylwmwra-ce

(3) MvuNeVefuNl

Cwj Chujt fu Ftuxt JKollt rfMmtbtkk yt mkkck^e Wvhefûttyu rJmkkd<<t ykdule ltuk^ bwfe

yuze.me.R/zu.Bgwrl.frb./Bgwrl.frb.le bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykkr<b dKJtbkkt

13 : xuLzhhu z[tuRkd fu MvuNeVefuNlbtkk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rl-atso

Ãjtl <&t MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

14 : yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJtle hnuNu.

15 : yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY fhJw vzNu.

16 : atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule

mkvwKo sJtcœthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt

òlbtj lu lwfNtl &tg <ule sJtcœthe ftuLx[tfxhle hnuNu. vtujem Vhegtœ &tg <tu <ule sJtcœthe vK ftuLxtfxhle

hnuNu. CuFz ^me l vzu <ule sJtcœthe vK vtujem Vhegtœbt ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u btxu

mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh Ftztbtkk W<thJt, mtuhekkd ylu Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu

Ftztbtkk W<thNu <tu ftuLx[[tfxh s vtujem Vhegtœbt sJtcœth hnuNu. Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu

sJtcœth hnuNu lrn. Btswhtultu rJbtu vK W<thJtu.

17 : bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu. bxehegÕm

jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

18 : M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth <u ykdu

ftb fhJt ftuLx[tfxh ck^tgujt Au.

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR sJtltu hnuNu. yLg&t <ule

lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

20 :ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au.<ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch yufx/vtujemlt

ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

22: btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs dtuXJJtltu hnuNu.

23: ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

24: ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t

xuMxekd fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgbtulw vtjl fhJtlw hnuNu

25: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&Jt M&¤ rM&<e bwsc xuLzhbtk mbtJuN l ntug <uJe J^thtle

ftbdehe fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe

fhJtbtk ytJNu ylu <u bwsc awfJKe fhJtbtk ytJNu.

26: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf ctuzo,ÃjtMxef

vxe,rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo sJtcœthe

ftuLx[tfxhle hnuNu.

27: M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt

rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtcœthe ftuLx[tfxhle hnuNu.

28: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t

yr^ftheytuyu ftb mw^thJt fu vtu{d{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt

sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe yuLSlehgh©elu

29: œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu

bwsc hnuNu su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze.mexe.yuLSlegh©eltu rlKog ytFhe

hnuNu.Jtuxhekd fhJtbtk lrn ytJu fu œhhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu

Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

30: juch JuÕVuh Vkkz btxu ntjbtkk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb cejbtk&e ftve juJtbt ytJNu.

31: vhevºt lk-28 <&t ltKktFt<t vhevºt lk 31 <t.7/7/2017 îtht <t.1/7/2017 vAe cnth vtzJtbt

ytJuj/ytJlth xuLzhbt (bxehegÕm + juch mÃjtg mt&u) G.S.T lt ltuxeVefuNl bwsc G.S.T sgt jtdw vz<tu ntug

ðgt mœhnw ftblt cezhu G.S.T ltuxeVefuNl bwscle yuÃjefucujexe ægtlbt htFe xuLzhlwk cezekd fhJtlw hnuNu.

32. mefgwhexe zevtuÍex / vVtuobLm duhxele hfb Yt.1 fhtuz mw^ele ykœtS< hfblt ftb,ze.ze ,cukf duhkxelt MJYvbt

<&t Yt.1 fhtuz &e Wvhle ykœtS< hfblt ftb btxu mefgwhexe zevtuÍex / vVtuobLm duhkxele hfb btºt

ze.ze.,vuytuzoh, cukf duhkxe lt MJYvbt ytvJtle hnuNu. zebtLz z[tVx / cukf duhkxe ‘‘ Bgwrl.frb§h©e ybœtJtœ

’’lt ltbltu ytvJtltu hnuNu.

33.ybœtJtœ Bgwrlrmvj ftuvoutuhuNl Bgwrlrmvj frbNlh©ele muLx[j yturVm mh¾gwjh lk 41 bwsc xuLzhhyu

ltufheœt<t <hefu hSMxu[Nl Vhrsgt< fhtJJtlw hnuNu.

34.ybœtJtœ Bgwrlrmvj frbNlh©ele <t.16.02.23 le bkswhe bwsc “ «J<obtl S.yum.xe. J^thtltu awfJJtbtk

Conctractor's Signature Additional City Engineer

Address & Mobile no. ( North Zone)

yufhthlwk Vtubo

1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tkk vnujtkk buk/ybu M&¤le bwjtft< je^e

Au ylu ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-

btne<e bu¤Je Au.

2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t

œM<tJustu ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkkb< Awk/Aeyu.

ftuLx[tfxhle mne ylu rmfft

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 I.S.456-1978.

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 the

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

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 clean.

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

The sieve analysis of coarse shall be as under:

I.S.Sieve Percentage by I.S.Sieve Percentage by

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

I.S.Sieve Percentage by I.S.Sieve Percentage by

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:

I.S.Sieve Percentage by I.S.Sieve Percentage by

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-in-

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 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.

 MATERIAL TESTING Frequency AND Acceptance Criteria AS BELOW

Sr Test Frequency of tests Code for Acceptance Samplling

No testing Criteria Point

a Initial Setting Time 50-100 T – 2 sample Not less than

Final Setting Time 100-200 T – 3 sample IS 4031 part 5 Not more than

IS:12269 600 minutes Site/Plant

200-300 T – 4 sample

300-500 T – 5 sample

500-800 T – 6 sample

810-1300 T – 2 sample

b Fineness by sieve One Sample (Each IS 4031 part 1 90% passed

sample as above) & 2 IS:12269 from 90 micron Site/Plant

c Consistancy One Sample (Each IS 4031 part 4 Above 30%

sample as above) IS:12269

Compressive One Sample (Each IS 4031 part 6 for OPC&PPC Site/Plant

d strength sample as above) IS:12269 on seven day

on twenty eight

a Silt Content by 2 Test / Season IS:383,IS:2386 Up to 3% Site/Plant

b Silt Content by 2 Test / Season As per CPWD Max 8% Site/Plant

c Fineness modulus 2 Test / Season IS:2386,Morth Specification as Site/Plant

d Seive Analysis 2 Test / Season IS:383,IS:2386 As IS-383 Site/Plant

e Water absorption 2 Test / Season IS:383,IS:2386 Less than 3% Site/Plant

f Moisture content 2 Test / Season IS:383,IS:2386 Site/Plant

g Specific gravity 2 Test / Season IS:383,IS:2386 Site/Plant

h Bulk density 2 Test / Season IS:383,IS:2386 Site/Plant

3 Coarse Aggregate

for Building work

a Sieve Analysis 2 Test / Season Is:2386,IS:383 As per relebant Site/Plant

b Impact value 2 Test / Season Is:2386,IS:383 45% Max by Site/Plant

c Flakiness Index Rendom Is:2386,IS:383 35% Max value Site/Plant

as per morth cl

d Elongation Index Rendom Is:2386,IS:383 35% Max value Site/Plant

as per morth cl

e Crushing value 2 Test / Season Is:2386,IS:383 45% Max by Site/Plant

f Moisture content 2 Test / Season Is:2386,IS:383 As per required Site/Plant

g Water absorption 2 Test / Season Is:2386,IS:383 Less than 3% Site/Plant

h Specific gravity 2 Test / Season Is:2386,IS:383 As per standard Site/Plant

a Efflorescene 1 Test / 50000 nos IS 1077/3495 Moderate Site

b Water absorption 1 Test / 50000 nos IS 1077/3495 Less than 20% Site

c Compressive 1 Test / 50000 nos IS 1077/3495 Min. Avg Site

strength 35kg/cm2 &

d Dimension 1 Test / 50000 nos IS 1077/3495 As per standard Site

5 Cement Concrete As Per IS 456-2000 IS 456 Grade Design -

Cubes Ordinary Cube

and Controlled Compressive

Concrete Strength at

Work M3 - no of M10 =

51m3 & above = M35 =

Add sample for each

m3 part there of

TMT bars 1 test / 40 MT IS 1786 Fe-500

bars of different

Note :- Other require test will done by contractor as par Quality Assurrance Plan

Conctractor's Signature Additional City Engineer

Address & Mobile no. ( North Zone)

TECHNICAL SPECIFICATIONS:

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

Item Excavation for foundation upto 1.5 mt. depth Including sorting out stacking of useful

material & disposing of excavated stuff upto 50 mt. lead Loose or soft soil

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 50 M. lead. The roots of the trees coming in the sides shall be cut and

coated with a hot asphalt.

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

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

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 upped 50 M. and all lift.

Measurement shall be given on Cmt. basis.

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

rock,fly ash, aggregates of any kind etc.comp up to 5 km.

The rate shall be for a unit of Cmt. Number

Item Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 hand broken stone

aggregates 40 mm nominal size) and curing complete including cost of form work in

Foundation and plinth

1.0. Materials: 1.1. Water shall conform to M-l. Cement shall conform to M-3. Sand shall conform

to M-6. Stone aggregate 40 mm. nominal size shall conform to M-12.

2.0. 2.1.General: 2.1.1. Before starting concrete bed of foundation treaches shall be cleared of all

loose materials, levelled, watered and rammed as directed.

2.2. Proportion of Mix : 2.2.1. The Proportion of cement, sand and coarse aggregate shall be one

part of cement, 3 parts of sand, 6 parts of stone aggregates and shall so measured by

2.3. Mixing : 2.3.1. The concrete shall be mixed in a mechanical mixer at the site of work. Hand

mixing may however be lowed for smaller quantity of work if approved by the Engineer-in-

charge. When hand mixing is permitted by the Engineer- in-charge in case of break-down of

machineries 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. However such cases 10% more cement than otherwise required

shall have to be used without any extra cost. The mixing in mechanical mixer shall be done

for a period 1 to 2 minutes. The quantity of water shall be sufficient to produce a dense

concrete of required workability for the purpose.

2.4. Transporting & Placing the concrete :

2.4.1. The concrete shall be handled from the place of mixing to the final position in not more

than 15 minutes by the method s directed and shall be placed into its final position,

compacted and finished within 30 minutes of mixing with water i.e. before the setting

1.4.2. The concrete shall be laid in layers of 15 cms. to 20 cms.

2.5. Compacting: 2.5.1. The concrete shall be rammed with heavy iron rammers and rapidly to

get the required compaction and allow all the interestices to be filled with mortar.

2.6. Curing : 2.6.1. After the final set, the concrete shall be kept continuosly wet, if required by

ponding for a period of not less than 7 days from the dale of placement.

2.7. Mode of measurement and Payment:

2.7.1. The concrete shall be measured for its length breadth and depth, limiting dimensions to

those specified on plan or as directed.

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

Item Providing and laying controlled cement concrete M.200 and curing complete including the

cost of formwork and reinforcement for reinforced concrete work in

(A)Foundations,footings, Base of columns and Mass concrete

(A) Foundations, footings, base of columns, and mass concrete.

(B) Walls from top of foundations/level upto floor two level.

(C) Slabs, landing shelves, Balconies, lintels, beams, girders, and cantilever, upto floor two level,

(D) Columns, pillars, posts, and struts upto floor two level

(E) Staircase upto floor two level.

(F) Vertical and horizontal fins upto floor two level.

1.0. Materials : 1.1. Water shall conform to M-l. Cement shall conform to M-3. Sand shall conform

to M-6. Grit shall conform to M-8 Coarse aggregate shall conform M-12 B.

2.1 The relevant specifications of item No. 5.4.1. of ordinary concrete shall be followed except

that the concrete mix shall be designed from preliminary tests, the proportioning of cement

and aggregates shall be done by weight and necessary precautions shall be taken in the

production to ensure that the required work cube strength is attained and maintained. The

controlled concrete shall be in grades of M-100, M-150, M-200, M-250, M-300, M-350, &

M-400, with prefix controlled added to it. The letter ‘M’ refers to mix and numbers specify

28 days works cube compressive strength of 150 mm. cubes of the mix expressed in

2.2 The porportion of cement, sand and coarse aggregates shall be determined by weight, the

weight batch machine shall be used for maintaining proper control over the porportion of

aggregates as per mix design.

The strength requirements of different grades of concrete shall be as under:

Grade of Concrete Compressive strength of 1 5 cms. 28 days, conducted in accordance

cubes in Kg./Cmt. at with I.S. 516-1959.

Preliminary test

Min. Work test Min.

In all cases, the 28 days compressive strength specified in above table above be the criteria

for acceptance or rejection of the concrete.

Where the strength of a concrete mix as indicated by tests, lies in between the strength of

any two grades specified in the above table, such concrete shall be classified in for all

purposes-as concrete belonging to the lower of the two grades between which its strength

3.0. Workmanship :

3.1. The proportions for ingradients chosen shall be such that concrete has adequate workability

for conditions prevailing on the work in question and can be properly compacted with

means available except where it can be shown to the satisfaction of the Engineer-in-charge,

that the supply of properly graded aggregate of uniform quality can be maintained till the

completion of work. Grading of aggregate shall be controlled by obtaining the coarse

aggregates, in different sizes and beingint hem in the right proportions as required.

Aggregate of different sizes shall be stocked in separate stock piles. The required quantity of

material shall be stock piled several hours, preferably a day before use. The grading of

coarse and fine aggregate shall be checked as frequently as possible, the frequency for a

given job being determined by the Engineer-in-charge to ensure that the suppliers are

maintaining the uniform grading as approved for samples used in the preliminary tests.

3.2. In porportioning concrete, the quantity of both cement and aggregate shall be determined

by weight. Where the weight of cement is determined by accepting the maker’s weight per

bag a reasonable number of bags shall be weighted separately to check the net weight.

Where cement is weighted frombulk stocks at site and not by bags, it shall be weighted

separately from the aggregates. Water shall either be measured by volume in calibarated

tanks or weighed. All measuring equipments shall be maintained in clean, and serviceable

condition. Their accuracy shall be periodically checked.

3.3. It is most important to keep the specified water cement ratio constant and at its correct

value. To this end, moisture content in both fine and coarse aggregates shall be determined

by the Engineer-in-charge, according to the weather conditions. The amount of mixing

water shall then be adjusted to compensate for variations in the moisture content. For

determination of moisture, content in the aggregates, I.S. 2389 (Part-III) shall be referred to.

Suitable adjustments also be made in the weights of aggregates due to variation in their

moisture content. Minimum quantity of cement used in concrete shall not be less than

Kg./M 3 in plain concrete and not less than 250 Kg/M3 in reinforced concrete.

4.0. Mode of measurement and payment:

4.1. The relevant specifications item No, 5.4.1. shall be followed except that the controller

concrete R.C.C. work for work as specified in item shall be measured under this item. The

rate excludes cost of form work.

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

Item Providing form work in ordinary timber lanking so as to give a rough finish Including

centering, shuttering, strutting and propping etc. height of propping and centering below

supporting floor to celling not exceeding 4 M & removal of the same for in situ reinforced or

plain concrete work in

1.0. Materials:

1.1. The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.

1.2. The dimensions of scantlings and battens shall conform to the design. The strength of

the wood shall not be less than that assumed in the design.

2.0. Workmanship : 2.1. The form work shall conform to the shapee lines and dimension as

shown on the plans and be so constructed as to remain sufficiently rigid during the

placing and compacting of the concrete. Adequate arrangements shall be made by the

contractor to safe-guard against any settlement of the form work during the course of

concretting and after concreting. The form work of shuttering, centering, scaffolding

bracing etc. shall be as per design.

2.2. Cleaning & Treatment of forms: 2.2.1. All rubbish, particularly chippings shaving and saw

dust shall be removed from the interior of the form before the concrete is placed and

the form work in contact with concrete shall be cleaned and thoroughly welted or

treated. The surface shall be then coaled with soap solution applied before concreting is

done. Soap solution for the purpose shall be prepared by dissolving yellow soap in water

to get consistency of paint. Alternatively a coat of raw linseed oil or form oil of approved

manufacture may be applied in case steel shuttering is used. Soap solution or raw

linseed oil shall be applied after thoroughly cleaning the surface. Care shall be taken

that the coaling does not gel on construction joint surface and reinforcement bars.

2.3. Stripping time : 2.3.1. In normal circumstances and where ordinary cement is used

forms may be struck after expiry of following periods.:

(a) Sikes of walls columns and vertical faces of beam - 24 to 48 hours.

(b) Beam soffits. (Props left under) - 7 days.

(c) Removal of props slabs

(i) Slabs spanning upto 4.5 m. - 7 days (ii) Spanning over 4.S mm. -14 days.

(d) Removal of props to beams and Arches

(i) Spanning upto 6m.-14 days. (ii) Spanning over 6 m. - 2 days.

2.4. Procedure when removing the form work : 2.4.1. All form work shall be removed

without such shock or vibrations as would damage the reinforced concrete surface.

Before the soffit form work and struts arc removed, the soffits and the concrete

surface shall be exposed where necessary in order to ascertain that the concrete has

sufficiently hardened.

2.5. Centering : 2.5.1. The centering to be provided shall be got approved. It shall be

sufficiently strong to ensure absolute safetly of the form work and concrete work

before, during and after pouring concrete. Watch should be kept to see that

behaviour of centering and form work is satisfactory during concreting. Erection

should also be such that it would allow removal of forms in proper sequence without

damaging either the concrete or the forms to be removed.

2.5.2. The props of centering sha!l be provided on firm foundation or base of sufficient

strength to carry the loads without any settlement.

2.5.3. The centering and form work shall be inspected and approved by the Engineer- in-

charge before concreting. But this will not relieve the contractor of his responsibility

for strength, adequacy and safety of form work and centering. If there is a failure of

form work or centering, contractor shall be responsible for the damages to the work,

injury to life and damage to property.

2.6. Scaffolding:

2.6.1. All scaffolding, hoisting arrangements and ladders etc. required for the facilitating of

concreting shall be provided and removed on completion work by contractor at his

own expense. The scaffolding, hoisting arrangements and ladders etc. shall be strong

enough to withstand all live, dead and impact loads expected to act and shall be

subject to the approval of the Engineer-in-charge. However, contractor shall be solely

responsible for the safely of the scaffolding, hoisting arrangement, ladders, work and

2.6.2. The scaffolding, hoisting arrangements and ladders shall allow easy approach to the

work spot and afford easy inspection.

2.6.3. The rate is applicable to all conditions of working and height uplo 4 mts. The rate

shall include the cost of materials and labour for various operations involved such as

(a) Splayed edges, notching, allowance for operlaps and passing at angles, battens

centering, shuttering, strutting, propping bolting, nailing, wedging, easing, striking

(b) Filleting to form stop chamferred edges or splayed external angles not exceeding

20 mm. width to beams, columns and the like.

(c) Temporary openings in the forms for pouring concrete, if required, removing rubbish

(d) Dressing with oil to prevent adhesion of concrete with shuttering and

(e) Raking or circular culling.

2.7. Re-Use : 2.7.1. Before-re-use, all forms shall be inspected by Engineer-in-charge and

their suitability ascertained. The forms shall be scarred, cleaned, and joints gone

over, repaired where required. Inside surface shall be retreated to prevent adhesion

3.0. Mode of measurements & payment:

3.1. Form work shall be measured as the area in square meters of shuttering in contract

with concrete except in the case of inclined member and portion of curved pro-file

and upper side in which case only area of underside shall be measured for payment.

3.4. Form work to secondary beams shall be measured up to the sides of main beams but

no deduction shall be made from the form work of the main beam at the inter section

point. No deduction shall be made from the form work of a column at inter section of

3.5. The rate is for the completed item.

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

Item Providing TMT Bar FE 500D reinforcement for R.C.C. work Including bending, binding and

placing in position complete upto floor two level

Measurement shall be given on Kg. basis.

Item Brick work using common burnt clay building bricks having crushing strength not less

than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine

sand)(A)Modular

1.0. Materials: Cement mortar of proportion of 1:6 shall conform to M-l 1. Bricks shall conform

2.0. Workmanship: 2.1. The relevant specifications of item No. 6.12. (A) shall be followed

except that the bricks to be used shall be modular bricks and the proportion of cement

3.0. Mode of measurements and payment:

3.0. The measurements of this item shall be taken for the brick masonry fully completed

in foundation upto plinth. The limiting dimensions not exceeding those shown on the

plans or as directed shall be final. Battered, tappered and curved portions shall be

3.1. No deduction shall be made from the quantity of brick work, nor any extra payment

made for embedding in masonry ormaking holes in respect of following items :

(1) Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where

cross sectional area does not exceed 500 Sq.Cm.

(2) Openings not exceeding 1000 Sq. Cm.

(3) Wall plates and bed plates, bearing of slabs, chhajjas and the like whose thickness

does not exceed 10 Cms. and the bearing does not extend to the full thickness of

(4) Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors,

(5) Iron fixtures, pipes upto 300 mm. dia; hold fasts and doors and windows built into

masonry and pipes etc. for concealedwiring.

(6) Forming chases of section not exceeding 350 Sq. Cm. in masonry.

3.2. Apertures for fire places shall not be deducted nor shall extra labour required to

make splaying of jambs, throating and making Arches over the aperture be paid for

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

Item Brick work using common burnt clay building bricks having crushing strength not less than

kg/Sq. cm. in super structure in cement mortar 1:6 (1 cement : 6 fine sand)Modular as per

1 Materials: Brick shall conform to M-15. Cement mortar shall conform M-11.

2.0. Workmanship:

2.1. The relevant specifications of item No. Above shall be followed except that the

masonry work shall be carried out above plinth level to floor two level i.e. for ground

2.2. The frames of doors, windows, cupboards etc. shall be housed into the brick work at

the correct location and level as directed. The heavy steel doors, window frames etc.

shall be built in with brick work, but for ordinary steel doors and windows required

opening for frames, hold-fasts etc. shall be left in the wall and frames embedded later

on in order to avoid damage to the frames.

2.3. Necessary scaffolding shall be provided. The supports of the scaffolding shall be

sound and strong tied together with horizontal pieces over which the scaffolding

planks shall be fixed. Simple scaffolding shall be allowed normally. In this case

scaffolding hole shall rest in hold header horizontal coarse only. Minimum number of

holes shall be left in brick work for supporting horizontal scaffolding holes.

The contractor is responsible for providing and maintaining sufficiently strong scaffolding so

as to withstand all loads likely to come upon it.

2.4. For the face of brick work, where plastering is to be done, joints shall be racked out

to a depth not less than thickness of joints. The face of brick work shall be cleaned

and mortar dropping removed on very same day that brick work is laid.

3.0. Mode of measurement:

3.1. The masonry work of G.F. i.e. above plinth level to floor two level shall be measured and

paid under this item.

3.2. Brick work in parapet shall be included in the corresponding masonry item of storey

immediately below the floor above which the parapet is built.

3.3. No deduction shall be made from quantity of brick work. No extra payment shall be

made for embedding in masonry

or making holes in respect of following items :

(1) Ends of joints, beams, posts, girders, rafters, purlins truses corbel, steps etc. where

cross sectional area docs not exceed 500 Sq.Cm.

(2) Opening not exceeding 1000 Sq. Cm.

(3) Wall plate, sand bed plates, bearing of slab, chhajjas and like whose thickness does

not exceed 10 Cms. and the hearingdoes not extend the full thickness of wall.

(4) Drainage holes and recesses for cement concrete blocks to embed hold fasts for doors,

(5) Iron fixtures pipes upto 300 mm. dia. hold fasts of doors, and windows built into

masonry and pipes etc. for concealedwiring.

(6) Forming charges of section not exceeding 350 Sq. Cm. in masonry.

(7) Apertures for fire places, shall not be deducted nor shall extra labour required to

make spaying of Jambs, throating and making trenches over the aperture be paid for

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

Item Providing 20 mm thick cement plaster in single coat on single or half brick walls for

interior plastering upto floor two level and finished even and smoothing (i) Cement

mortar 1:3 (1-cement:3-sand)

1.0. Materials & Workmanship : 1.1. The relevant specifications of item No. 17.59 (I) shall be

followed except that the thickness of item plaster shall be 20 mm. The plastering work

shall be in single coat on rough side of half brick wall for interior plastering upto floor two

level, finished even and smooth in C.M. 1:3.

2.0. Mode of measurements & payment:

2.1. The relevant specifications of item No. 17.59 (I) shall be followed.

2.2. The rate shall be for a unit of one sq. metre.

17.61. (II) 20 mm. thick plaster in single coat on rough side of single or half brick wall for interior

plastering upto floor two level, finished even and smooth in cement mortar 1 : 4 (

cement: 4 sand).

1.0. Materials & Workmanship : 1.1. The relevant specifications of item No, 17.59 (II) shall be

followed except that the thickness of plastering shall be 20 mm. in C. M. 1 :

2.0. Mode of measurements & payment:

2.1. The relevant specifications of item No. 17.59 (I) shall be followed.

2.2. The rate shall be for a unit of one sq. metre.

Item Provdg. 15 mm. thick cement plaster in single coat on fair side of brick concrete walls for

interior plastering upto floor two level and finished even

and smooth in (I) Cement mortar 1:4 (1 cement : 4 sand) & finshing with a floating coat of

neat cement slurry.

1.0. Materials: 1.1. Water M-l. The cement mortar of proportion 1 : 4 shall conform

2.0. Workmanship:

2.1. Scaffolding : Wooden ballies, bamboos, planks, treaties and other scaffolding shall be

sound. These shall be properly examined before erection and use. Stage scaffolding shall

be provided for ceiling plaster which shall be independent of the walls.

2.2. Preparation of back-ground:

2.2.1. The surface shall be cleaned of all dust, loose mortar droppings, traces of algae,

efflorescence and other foreign matter by water or by brushing. Smooth surface shall be

roughened by wire brushing if it is not hard and by racking if it is hard. In case of

concrete surface, if a chemical retarder has been applied to the form work, the surface

shall be roughened by wire brushing and all the resulting dust and loose particles

cleaned off and care shall be taken that none of the retarders is left on the surface.

Trimming of projections on brick/concrete surface where necessary shall be carried out

to get an even surface.

2.2.2. Raking of joints in case of masonry where necessary shall -be allowed to dry out for

sufficient period before carrying out the plaster work.

2.2.3. The work shall not be soaked but only damped evenly before applying the plaster. If the

surface becomes dry such area shall be moistened again.

2.2.4. For external plaster, the plastering operation shall be started from top floor and carried

downwards. For internal plaster, the plastering operations may be started wherever the

building frame and cladding work arc ready and the temporary supporting ceiling resting

on the wall of the floor have been removed. Ceiling plaster shall be completed before

starting plaster to walls.

2.3. Applications of plaster :

2.3.1. The plaster about 15 x 15 cms. shall be first applied horizontally and vertically al not

more than 2 metres intervals over the entire surface to serve as gauge. The surfaces of

these gauges shall be truly inplane of the finished plastered surface. The mortar shall

then be applied in uniform surface slightly more than the specified thickness, then

brought to a true surface by working a wooden straight edge reaching across the gauges

with small upward and sideways movement at a time. Finally, the surface shall be

finished off true with a trowel or wooden float according as a smooth or a sandy

granular texture is required. Excessive trowelling or overworking the float shall be

avoided. All comers, arrises, angles and junctions be truly vertical or horizontal as the

case may be and shall be carefully finished. Rounding or chamfering corners, arrises

junctions etc. shall be carried out with proper templates to the size requried.

23.2. Cement plaster shall be used within half an hour after addition of water. Any mortar or

plaster which is partially set shall be rejected and removed forthwith from the site.

2.3.3. In suspending the work at the end of the day, the plaster shall be left out clean to the

line both horizontally and vertically. When recommending the plaster, the edges of the

old work shall be scraped clean and wetted with cement putty before plaster is applied

to the adjacent areas to enable the two to properly join together. Plastering work shall

be closed at the end of the day on the body of the wall arid nearer than 15 cm. to any

corners or arrises. Horizontal joints in plaster work shall not also occur on parapet tops

and copings as these invaiiably lead to leakage. No portion of the surface shall be left

out initially to be packed up later on.

2.3.4. Each coat shall be kept damp continuously rill the next coat is applied or for a minimum

period of 7 days. Moistening shall commence as soon as plaster is hardened sufficiently.

Soaking of walls shall be avoided and only as much water as can be readily absorbed

shall be used, excessive evaporation on the sunny or windward side of building in hot air

or dry weather shall be prevented by handing mattings or gunny bags on the outside of

the plaster and keeping them wet.

3.0. Mode of measurements & payment:

3.1. The rate shall include the cost of all materials, labour and scaffolding etc. involved in the

operations described under workmanship.

3.2. All plastering shall be measured in square metres unless, otherwise specified. Length,

breadth or height shall be measured correct to a centimetre.

3.3. Thickness of the plaster shall be exclusive of (he thickness of the key i.e. grooves or

open joints in brick work, stone work etc. or space between laths. Thickness of plaster

shall be average thickness with minimum 10mm. at any point on this surface.

3.4. This item includes plastering upto floor two level.

3.5. The measurement of wall plastering shall be taken between the walls or partition

(dimensions before plastering being taken) for length and from the top of floor or

skirting to ceiling for height. Depth of cover of cornices if any shall be deducted.

3.6. Soffits of stairs shall be measured as plasterijng on ceilings. Flowing soffits shall be

measured separately.

3.7. For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. ml. each in area for ends

of joits, beams, posts, girders, steps, etc. not exceeding 0.5 sq. mt. each in area and for

openings exceeding 0.5 sq. mt. and not exceeding 3.00 sq. mt. in each area deductions

and additions shall be made in the following manner:

(a) No deductions shall be made for ends of joints, beams, posts etc. and openings not

exceeding 0.5 sq. mt. each and no addition shall be made for reveals, jambs, soffits, sills

etc. of these opening for finish to plaster around ends of joints, beams posts etc.

(b) Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be

made as follows and no addition shall be made for reveals, jambs, soffits, sills etc. of

these openings.

(i) When both faces of all wall are plastered with same plaster, deduction shall be made for

(ii) When two faces of wall are plastered with different types of plasters or if one, faces is

plastered and the other pointed, deductions shall be made from the plaster or pointing

on the side of frame for door, window etc. on which width of reveals is less than that on

the other side but no deductions shall be made on the other side. Where width of

reveals on both faces of all are equal, deductions of 50% of area of opening on each face

shall be made from area of plaster and/or pointing as the case maybe.

3.8. For openings having door frames equal to projecting beyond the thickness of wall, full

deduction for opening shall be made from each plastered face of the wall.

3.9. In case of openings of area above 3 sq. mt. each, deduction shall be made for opening

but jambs, soffits and sills shall be measured.

3.10. The rate shall be for a unit of one sq. metre.

Item Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to

give an required shape even shade after thoroughly brushing the surface to remove all

dirt, and remains of loose powdered materials.etc complete

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

Item Providing and fixing M.S. Grills of required patern to wooden frames or windows etc.with

M.S, Flats at required spcings and fram alround,round bars with round headed bilds and

nuts or by screws (A) Plan grills. also for Girlls, M.S. gate raling,(Angles,Flats Pipes,

Tees,Channels etc.any element)

1.0. Materials : The structural steel shall conform to M-22.

2.0.Workmanship:

2.1.The M.S. Grill shall be prepared as per the drawings or as directed for fixing to wooden

frames of windows etc.

2.2.The grin shall be fabricated to the designs and patterns shown in the drawings and the

weight shallbe as directed, and the joints shall be rivetted or welded as shown in the plan or

as directed. The grill so formed shall be fixed into the frames of the windows etc., before

they are erected in position. The outside strip frame of the grill shall be housed to its full

thickness into the recess cut into the frame of the windows etc. The grill shall be fixed to the

frame with number of bolts and nuts of screws viz. bolt nut/screw per 30 cm. of the length

of outer strip subject to a minimum of 2 Nos. on each side of the frame or as indicated in

the drawings or as directed.

2.3.The bolts and nuts or screws shall be counter sunk and shall be fixed with the top of

their heads Hush with the face of frame strips.

3.0. Mode of measurements & payment:

3.1 No payment shall be made for weight of screws, bolts, nuts etc. Only

weight of grill shall be paid.

3.2. The rate shall be for unit of one Kg.

Item Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40mm

x 40 mm x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines

and two diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre,

strained and fixed to posts with G.I,staples Including fixing the postsin ground with 0.5 M

x 0.5.M x 0.5 M. block in C.C1:5:10 etc complete.

2.1. The pits of the size 0.5 M. x 0.5 M. x 0.5 M. shall first be excavated, true to line and level

to receive the post at 2.5 M. C/C. The relevant specifications of item 4.00.1 shall be

followed for excavation work.

2.2. The pits shall be filled with a layer of 0.15 M. thick with lean concrete 1: 5 : 10 (1 cement:

5 sand: 10 graded brick bat aggregates 40 mm. nominal size). The M. S. angle 40 mm. x

40 mm. x 6 mm. shall be then placed over the concrete in true to line and plumb. The

remaining portion of block shall be filled in with lean concrete 1: 5 :10 and rammed

properly so as to form total 0.5M. x 0.5 M. x 0.5 M. concrete block. The concrete shall be

cured for 7 days to allow it to set.

2.3. The barbed wire shall be stretched and fixed in 5 horizontal rows and two diagonals. The

bottom row shall be 140 mm. above ground and the rest at 125 mm. centre to centre.

The diagonal shall be stretched between adjacent posts from top wire of one post to the

bottom wire of 2nd post. The wires shall be fixed to posts by means of staples. 2.4. The

M. S. Angle posts shall be painted with 3 coats of oil paint of approved tint and shade.

3.0. Mode of measurements & payment:

3.1. The work shall be measured for the finished work from centre to centre of the posts.

3.2. The rate shall include the cost of all labour and materials involved in the operations

described above.

3.3. The rate shall be for a unit of one running metre.

22.00.1 Constn. of B. B. Masonry Paniara 23 cm x 75 cm. wall Including fixing precast R.R.C.

marble Mosaic (Terrazo) slab of 75 mm. thickness on top and smooth finishing to walls in

cement plaster in C.M. 1 : 3 curing etc. complete Including drainage out waste water

1.0. Materials : (1) Water shall conform to M -1. (2) Cement shall conform to M-3- Sand shall

conform to M-6 (4) Burnt bricks shall conform to M-15 (5) Precast marble mosaic terrazo

paniara of 75 mm. thickness shall be of best quality. The width of paniara shall be as

2.0. Workmanship:

2.1. The brick masonry shall be constructed for paniara for the size as directed in C. M. 1 :

The thickness of wall shall be 23 cms. thick and height shall be 74 cms. The relevant

specifications of B. B. masonry at item 6.13 (b) shall be followed for

B. B. masonry work.

2.2. The B. B. masonry work shall be covered with precast marble terrazo paniara a top, of

width and length as specified or as directed. The terrazo masaic paniara shall be 75 mm.

2.3. The whole masonry work shall be finished smooth with C.m. 1: 3. on both sides. The

relevant specification of item No.

17.59 (I) shall be followed.

2.4. The drainage outlet and water arrangement shall be made as directed.

3.0. Mode of measurements & payment:

3.1. The work shall be measured for the finished work.

3.2. The rate shall include the cost of all labour and materials involved in the operations

described above.

3.3. The rate shall be for a unit of One Running Metre.

Item Labour charges for writing of capital letter 'AMC' in green plaster of 30 cm height, 25mm

thick and 12 mm embossed as per given detail in outside of MASONRY COMPOUND wall

as instructed by Engineer in charge.

The rate shall be for a unit of No.

Item Providing & Supplying JCB Machine on rental basis in case of emergency situation and

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

engg.incharge , rate includes all nece. shifting, fuel and operating charges and stacking of

useful & 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)

The rate shall be for a unit of Hr.

Item Supplying, labour for excavation of all types of soil at any depth Including excavation of

asphalt pavement of any thickness, demolition of brick work in CM of any proportion

Including stacking of serviceable materials and disposal of unserviceable material etc.

comp. as directed.

The rate shall be for a unit of No.

Item Supplying Electric Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by

using Operator, fuel,power Supply etc. Complete as Directed. (No paymentshould be

allowed for non working condition of machinery and for pipe line excavation and M.H.

work. Allowed only for break down work)

The rate shall be for a unit of Hr.

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.

Conctractor's Signature Additional City Engineer

Address & Mobile no. ( North Zone)

AHMEDABAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

FORM 1 - BID SECURITY (BANK GUARANTEE)

(Hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance

with the term and conditions of tender for the work of “WIRE FENCING WORK FOR

REQUIRED A.M.C. DIFFRENT PLOT IN SARDARNAGAR WORD OF NORTH

1. Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to total

rupees………………..(in words............................................) Rs. (in figures) and we undertake to

pay to Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad. Specified tip to his

first written demand, without demur without delay and without the necessary of a previous of

judicial or administrative procedures and without the necessity of a previous of judicial or

administrative procedures and without the necessity to prove to the Bank the defects or short

comings or debits of the contractor any sum within the limit of

2. We further agree that the Guarantee herein contemned shall remain in full force and effect

during the period that would be taken for the acceptance of tender. However unless a demand of

claim under this guarantee is made on its in writing on or before the (Date to be specified will

not be less than 180 days from the stipulated date of receiving the tender) we shall be discharge

from all liabilities under the guarantee thereafter

3. We undertake not to revoke the guarantee during it currency except with the previous

consent of the Municipal Commissioner, Ahmedabad Municipal Corporation, A' bad in

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the

Tenderer or of the Bank.

Signature & Seal of Guarantor ...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender is

accepted and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

7. List of approved banks - .As per ANNEXURE –

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

FORM -2 PERFORMANCE GUARANTEE BOND

(BANK GUARANTEE)

(Clause 37 of Section I Volume 1)

Awarded a contract dated_ __________________for “WIRE FENCING WORK FOR

REQUIRED A.M.C. DIFFRENT PLOT IN SARDARNAGAR WORD OF NORTH

.as specified in the tender by the Ahmedabad Municipal Corporation.

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 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

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 Ahmedabad along will have

Date: Signature of Contractor

FORM 3 - FORM OF AGREEMENT

THIS AGREEMENT made the ____ day of _______, 20__ between Ahmedabad Municipal

Corporation ………………..(here in after called “the Employer”) of the one part and

____________________________________________ (here in after called “the Contractor”) of

the other part.

WHEREAS the Employer is desirous that certain works should be executed by the Contractor,

____________________________________________ and has accepted the bid by the

contractor for the execution and completion of such works and the remedying of any defects

therein at a contract price of Rs.______________ (Rupees _________________

NOW THIS AGREEMENT WITNESSETH as follows:

1. In this Agreement, words and expressions shall have the same meanings as are respectively

assigned to them in the Conditions of Contract hereinafter referred to.

2. The following documents shall be deemed to form and be read and construed as part of

this Agreement, viz.:

a) the Letter of Acceptance;

b) the General Conditions

c) The Financial Condition

d) the Technical Specifications;

e) the Priced Bill of Quantities; and

f) other documents forming part of the contract.

3. In consideration of the payments to be made by the Employer to the Contractor as here in after

mentioned, the Contractor hereby covenants with the Employer to execute and complete the

Works and remedy any defects therein in conformity in all respects with the provisions of the

4. The Employer hereby covenants to pay the Contractor in consideration of the execution and

completion of the Works and the remedying of defects therein the Contract Price or such other

sum as may become payable under the provisions of the Contract at the times and in the manner

prescribed by the Contract. IN WITNESS whereof the parties hereto have caused this Agreement

to be executed the day and year first before written.

Signed, sealed, and delivered by the said Employer and the Contractor in the presence

On behalf of Ahmedabad Municipal

On behalf of M/s.

Binding Signature of the Employer:

Binding Signature of the Contractor:

Sample Form for updating - qualification information

STATEMENT NO.-1

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Year Name of Employer Value of the Reasons/Details for Remarks showing

Project Project (`) litigation/arbitration Present Status

(1) The bidder shall furnish separate table for individual project.

(2) The above information shall be supported with necessary documents otherwise the same shall

be treat as null and void.

(3) A consistent history of arbitration awards? Judgments against the applicants or any partner of a

joint venture may result in disqualification for proposed work.

(1) If the details of litigation History is hidden by the applicant and later on it comes to knowledge

of the employer the bidder shall be disqualified for the proposed work and other appropriate

actions shall be taken against the bidder.

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation