Work of Constructing Precast Compound Walls in Various Plots of A,M.Co.,Ltd. in Sardarnagar and Other Wards in the North Zone (ARC).

Sr. Department No. of Total Amount

The technical bid shall be opened online on Dt.- 20.03.2026 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 Work of

Constructing Precast Compound Walls in Various Plots of A,M.Co.,Ltd. in Sardarnagar

and Other Wards in the North Zone (ARC).

1 Name of work Work of Constructing Precast Compound Walls in Various

Plots of A,M.Co.,Ltd. in Sardarnagar and Other Wards in

the North Zone (ARC).

2 Tender Amount Rs. 2,00,00,000/- (exclusive of GST). GST will be paid

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

3 Tender fee Rs.3600.00 Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

4 Time Limit 12 MONTHS (Excluding Monsoon)

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

equivalent register with any other state Govt. or institutions.

6 Preliminary Average annual financial turnover during the last 3 years, ending 31st

prequalification criteria of March of the previous financial year, should be at least 30% of the

bidding firm (detailed estimate put to tender for this work.

criteria are given in the Bid Experience of work of similar nature during last 5 years

Document) • One Similar completed work costing not less than the amount

equal to 80% of the estimated tender cost OR

• Two Similar completed work costing not less than the amount

equal to 50% of the estimated tender cost OR

• Three Similar completed work costing not less than the amount

equal to 40% of the estimated tender cost

7 Solvency certificate Solvency certificate issued and valid in current year for an amount

equal to 20% of the Estimated amount put to tender.

8 Earnest Money Deposit Rs.2,00,000.00 (Demand Draft or pay order or Bank Guarantee in

(Bid security) favor of Municipal Commissioner, AHMEDABAD/) To be submitted

(1 % of Estimate put to as prescribed in 8.0 below. Demand Draft or Bank Guarantee shall be

tender) from Nationalized Bank / Scheduled Bank and valid for 120 days.(As

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

Dt. 7/08/2010) & attached ANNEXURE - 1 finance dept. circular No -

9 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

10 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 .

11 Last date of online Date.16.03.2025 up to 17.00 hrs.

submission of tender

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

13 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

14 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.

15 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.

16 liquidated damages 0.1% of contract price per day from the date of delay. Maximum limit

of liquidated damages for delay in completion of work will be 10% of

the Contract Price rounded of to the neared thousand.

17 Deduction of Retention 2 % amount of each Running Bill shall be deducted as a Retention

Money from each RA Bill Money. Such retention money shall be released in the final bill of the

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

deducted from each running bill.

19 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. Contractor shall bound

to execute more than 1 work at the same time as and when required by

the department.

20 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

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 Work of Constructing Rs.2,00,00,000/- Rs.2,00,000/- 12-- MONTHS

Precast Compound Walls (Excluding

in Various Plots of Monsoon)

A,M.Co.,Ltd. in

Sardarnagar and Other

Wards in the North Zone

2. Interested bidders shall download the tender documents from AMC’s website

www.amc.nprocure.com/ www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be 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

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 by the bidder.

g).ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT

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

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

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

2. Assessment of Submission

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

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

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

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

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

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

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

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

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

details, as the Employer may consider appropriate.

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

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

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

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

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

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

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

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

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

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

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

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

information/details.

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

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

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

their attendance.

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

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

nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

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

4. Procedure for Tender Opening

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

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

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

clause no. 5 of ITB).

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

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

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

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

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

6. Notification of Award

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

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

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

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

the Contractor as prescribed by the Contract.

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

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

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

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

8. Clarification of Bids

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

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

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

be in writing or by cable/fax.

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

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

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

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

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

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

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

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

award decisions may result in the rejection of his bid.

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

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

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

be at the bidder’s own expense.

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

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

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

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

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

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

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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:

Work of Constructing Precast Compound Walls in Various Plots of A,M.Co.,Ltd. in

Sardarnagar and Other Wards in the North Zone (ARC).

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

6. One Bid per Bidder

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

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

package will be disqualified.

7. Bidding Documents

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

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

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

documents will be rejected.

8. Language of Bid

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

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

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

an accurate translation of the relevant passages in the English language, in which case, for

purposes of interpretation of the bid, the English translation shall prevail.

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

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

Quantities submitted online by the bidder.

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

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

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

10. Bid Validity

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

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

a shorter period.

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

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

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

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

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

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

( Financial Terms & Conditions) in all respects.

11. Format and Signing of Bid

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

Instructions to Bidders.

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

duly authorized to sign on behalf of the bidder.

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

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

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

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

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

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

date specified in the IFB.

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

unopened to the bidder.

14. Signing of Agreement

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

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

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

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

do high quality work within the given time schedule.

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

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

evaluation, will rest entirely on the Bidder.

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

original and extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

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

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

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

period of time, to be awarded a contract by AHMEDABAD MUNICIPAL CORPORATION

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

competing for the contract, or during execution.

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

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

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

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

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

contract execution; and

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

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

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

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

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

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

contract without assigning any reason thereof.

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

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

liable for disqualification / rejection at any stage.

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

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

criteria it will be rejected.

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

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

respect or are conditional tenders, will be rejected.

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

Laws.(the existing laws as well as framed from time to time). Any penalties laid due to

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

19. Administrative Conditions:-

 Safety and Signage

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

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

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

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

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

florescent 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

 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

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

(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

8. Penalty: - 10% of the Amount For Balance work After Date of Completion or extended time

9. Tax, Duties on Materials

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

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

by the contractors.

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

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

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

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

10. Qualification of the Bidder

10.1 Experience of bidder

Experience of having successfully completed similar works during last 7 years ending

last day of month previous to the one in which applications are invited should be either of

• Three similar completed works costing not less than the amount equal to 40% of the

estimate put to tender.

• Two similar completed works costing not less than the amount equal to 50% of the

estimate put to tender.

• One similar completed works costing not less than the amount equal to 80% of the

estimate put to tender.

(Definition of similar works shall be as mentioned in Appendix-XI)

(Escalation factor as mentioned below shall be used to bring the value of such completed

works to the level of Prev. financial year)

Year Financial Year Enhancement Factor

Base (year of inviting 2024-2025

Sub contractors experience and resources shall not be taken into account in determining

the bidder’s compliance with the qualifying criteria.

10.2 Bid Capacity

Assessed Available Bid Capacity = (2 AN –B), where

A= Maximum value of sum of all the contracts executed in any one year during last five

years (updated to the current price level) which shall take into account the completed as

well as work in progress :

B= Value of the existing commitments and on-going works to be completed during the next

N= Number of years prescribed for completion of the works for which the bids are

Note - 1 : The statements showing the value of existing commitments and on going works as

well as the stipulated period of completion remaining for each of the works listed should

be countersigned by the Engineer-in-charge, of the firm or the relevant

division/department of the firm, not below the rank of Manager / Chief Engineer /

ExecutiveEngineer.

2.:- An affidavit duly notorized on Stamp paper of Rs.100/- showing all on going works

shall have to be enclosed while bidding the tender.

Even though the bidders meet the above criteria, they are subject to be rejected, if they

(a) made misleading or false representation in the form, statements and attachments

submitted, and/ or

(b) Record of poor performance such as abandoning the work, not properly completing

the contract, inordinate delays in completion, litigation history, or financial failures

• Sub-Contractors' experience and resources shall not be taken into account in

determining the bidder's compliance with the qualifying criteria.

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 Work of Constructing Precast Compound Walls in Various Plots of A,M.Co.,Ltd. in

Sardarnagar and Other Wards in the North Zone (ARC).

 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

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 shall be paid.

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

compensation Or right

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

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

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

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

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

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

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

contractor shall responsible for police complains, compensation etc AMC staff shall not

be held responsible for contractors negligency.

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

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

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

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

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

recovered from the contractors bill

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

tender or tender items by any means.

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

as per tender condition.

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

in to force, by State or Central Govt.

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

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

requirement during execution of work.

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

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.

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

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

before applying for the tender.

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

Seal and Signature of the Bidder Addl. City Engineer

Date: (North Zone)

ybœtJtœ Bgwrlrmvj ftuvtuohuNl

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

xuLzhh btxule Nh<tuu

1 xuLzhhle jtgft<

1 y: yt xuLzh su <u Jdolt y.Bgw.ftu y&Jt fuL÷ y&Jt htsg mhfthle btLg gtœelt ftuLx[fxhtu Che NfNu.

dJobuLxlt 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.

1 z: ybœtJtœ Bgwrlrmvj ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth <&t mexe.Rsluh

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

yluJvhtNlt ceò hM<tytu&e mkk<wÐ ntuJtlwk btle juJtbtkk ytJNu. xuLzhhu ftblu mtRx ylu rcÕzekkd(fu su ftb

fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt ftb btxu, rcÕzekkd btxu,

gtzo, zevtu btxule søgt vtu<tle he<u bu¤Je juJtle hnuNu. (xuLzhlwk ftb fhJt, ftb vwhwk fhJt <&t ftblt

buRxulLm btxule søgt)

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

3: xuLzh Jujezexe rvhegz ( 180 ) 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 yluoMxble ChJtle hnuNu. ytuAe hfble xuLzh Ve,R.yub.ze fu xuLzh Ve, rJltlt xuLzhtu hœ ct<j (fuLmj)

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

œhuf xuLzh œeX yjd R.yub.ze ChJtle hnuNu. R.yub.ze hfb Yt.1 fhtuz mw^ele ykœtS< hfblt ftb btxu

htu¾zt, 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.

4 f: xuLzh Ve <&t R.yub.zele hfblt ze.ze vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlw ltb <&t btuctRj lkch ylu

vtxeo 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.

2) ftuR fkkvlelu ltbu xuLzh juJtbkkt ytÔgwk ntug <tu fkkvle J<e xuLzh vh mne fhlth Ôgrf<lu yr^f]< fh<wk

bwFðgthltbwk xuLzh mt&u hsw fhJtlwk hnuNu.

3) ftuLx[tfxhu RLfbxuût mkkckr^< vtl lkch <&t cukf zexuRj ytvJtle hnuNu.

4) ftuLx[tfxh vtmu ydtWlt ylwCJt ykdult «btKvºttule lfj xuLzh mt&u hsw fhe NfNu.

5) xuLzh Nh<tu ylu MvuNeVefuNl <&t CtJ vºtflt œhuf vtlt ylu rJd<tu vh ftuLx[tfxhu mne fhJe.

6) <btb mw^tht, AufAtf ylu Dwkxujt jFtK vh ftuLx[tfxhu xwkfe mne fhJe.

7) xuLzhbt stu ftuR mw^tht J^tht ntug <tu <u ykdu xuLzh Ch<t vnujt AuÕju œeJmu rlg< JucmtRx y&Jt Jtuzo

fauheyu sYhe <vtm fhelu s xuLzh btufjJw.

xuLzh Chlthlu sKtJJtbtkk ytJu Au fu xuLzh œM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt œuJtNu lrn ylu ytJe

ftuR AufAtf fu VuhVth juJtNu lrn, <ultkk jFtKbtkk ftuR Cwwj ntug <tu <ult vh l Dwkx<t Ftuxt jFtK fu ytkkfzt vh

Auftu bthelu <ult mtawk jFtK fu ytkkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

8 y: xuLzh hsw fh<tkk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtkk ytÔgw lrn ntug <tu xuLzh

ybtLg dKJtbkkt ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdoœNol btxu

ylu mwaltytu vK ft¤SvwJof JtkkaJt rJlkk<e Au.

ftuRvK fthK œNtoÔgt rmJtg ftuRvK fu c^t xuLzhtu yMJefth fhJtltu nf yctr^< hnu Au.

xuLxhhu ctujvtuWLx vul lt cœju Ntne Jt¤e vul &e Chujt xuLzh <whk< s ybtLg dKJtbkt ytJNu.

8 c: Wvhle ctc<tu Wvhtkk< xuLzh leault mkkstudtubtkk <h< ybtLg XhJtlu vtºt &Nu.

xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt vîr< y&Jt rJd<tubtkk bwfuj

Nh< y&Jt mw^thtbtkk ftuR VuhVth mwaJ<t ntug.

xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkkÏgwk/ltkkÏgt ntug fu cœÕgwk/cœÕgt ntug.

c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

xuLzh Chlth y&Jt vuZele ctc<btkk œhuf Ctdeœth y&Jt <u ykkdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu y&Jt

xuLzhbt <u btxu htFJtbtkk ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

8 z: xuLzh MJefthJw , hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog ytFhe hnuNu.

ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykkdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu

nff œtJtu fhe NfNu lrn fu ftgœtfeg ftgoJtne yt ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s

œuJtlwk Au <uJtu &R NfNu lrn.

8 R: xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ dKJtbtk ytJNu. ylu

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

9: rJmkkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble ftuRvK Cwjawf leault rlgbtu ylwmth

mhCh fhJtbtkk ytJNu.

xuLzh Chlthu œhlt Ftltbtkk sKtJuj Nçœtu ylu ytkkfzt Jåau ftuR ymkkdr<lt fumbtkk Nçœtubtkk sKtJuj hfb btLg

htFJtbtkk ytJNu.

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

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

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

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.

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

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

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 be as under:

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-

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

50 m3 part there of

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

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

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

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

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.

Supply of Double Tee Precast/Prestress Panel of Concrete Grade M-40 with size 2000mm X

1990 mm X 50 mm with tee col.of size 150 X 150 X 50 mm.

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

Erection of Double Tee Precast/Prestress Panel of Concrete Grade M-40 with size

2000mm X 1990 mm X 50 mm eith tee col.of size 150 X 150 X 50 mm.

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

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 Kg./Cmt.

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

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 220 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.

Distempering in 2 coats with oil bound distemper of approved brand and manufacture and of

required shade on wall surface to give an even shade over and including a primer coat with

distemper primer of approved brand, thoroughly brushing the surface free from mortar

dropping and other foreign material and also inclusive of preparing the surface

even and smooth etc. complete, as directed.

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

Providing & Fixing Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or welded in builtup

for all type sections, in framed work, including cutting, hoisting, fixing in position and applying a priming

coat of approved steel primer all complete as per the structural designs and directions of Engineer in

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 Work of Constructing Precast Compound

Walls in Various Plots of A,M.Co.,Ltd. in Sardarnagar and Other Wards in the 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 Work of Constructing Precast

Compound Walls in Various Plots of A,M.Co.,Ltd. in Sardarnagar and Other Wards in the

North Zone (ARC).

.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

LIST OF KEY PERSONNEL TO BE DEPLOYED ON THIS CONTRACT WORK

S.No. Personnel Qualification

1 Site Engineer BE Civil 5 year Exp.

2 Surveyor ITI or Dip. Civil 2 year Exp.

3 Quality Engineer Dip. Civil 3 year Exp.