Providing & Supplying Fixing Signage Board and Society Direction boards in Diffrent places under MP/MLA/ Muni. Counsilor Budget in vasna ward West Zone. (ARC) (4 th Trial)

Name of Work :- Providing & Supplying Fixing Signage Board and Society Direction boards in Diffrent

places under MP/MLA/ Muni. Counsilor Budget in vasna ward West Zone. (ARC)

1 7500.00 Providing and fixing MS grills of required pattern to

wooden frames of windows etc. with MS flats at

required spacings and frame alround, square or round

bars with round headed bolts and nuts or by screws (A)

Plain grill. 100.17 Kg

2 325.00 Lettering and lettering charges and printing Muni.

corporation symbol with help or skilled artist including

colour cost 2000.00 No

3 650.00 Prismatic grad reflective sheeting with super high

perfomance durable micro prismatic material confirming

to type XI as per ASTM-D 4956-09 & cutting pesting

letter according to IRC Standard in Singal language

with micro prismatic confirming to type XI 3600.00 Smt

4 Providing and laying cement concrete work 1:2:4 (1-

cement:2- coarse sand:4-gradedaggregates 20mm

nominal size) curing complete excluding cost of

formwork and reinforcement.

1.00 Foundations, footings,base or columns and mass

concrete 3923.53 Cmt

5 150.00 Fixing nameboard of pole/strcet incl.Carting &fixing

charges with help of mas nos.oflabours&necec.c work

of 1:2:4 of 0.5X0.5X0.75 M.t Size etc. comp.as dire. as

per inst of engineer incharge. 1990.00 No

6 20.00 Providing Fabricating and Supplying M.S. Barriades of

size (1.30x1.0 mt.) including 25x25x1.6 mm square pipe

per fame structure area 20x20x1.6 mm sq. pipe for

front and usage MS 1.6 mm Thick CRC sheet for front

with radium lettering and wheel for bottom portion with

12 mm rod of barricade including two coats of oil paint

and AMC logo work includes transportation of board at

any other store of AMC as per inst, of Engineer

incharge. 7110.00 No

7 100.00 Repairing or Removing of Existing board and Refixing

the same with the help of required machinery. Item

Rate includes Repairing, welding, painting etc.

completed as directed by engineer in charge. The rate

includes necesary stagging with all tools and tackles

with req. manpower at any height. 3128.00 Job

Contractor'sSign Addl.C.E.

MobilNo:- (westzone)

TenderFeeRs.1500.00

EarnestMoneyRs.44,987.00

Contractor’sName&Address:

MEMORANDUMOFWORKINBRIEF

Providing & Supplying Fixing Signage Board and Society

Direction boards in Diffrent places under MP/MLA/ Muni.

NameofWork Counsilor Budget in vasna ward West Zone. (ARC)

Rs.44,98,698.53(exclusiveofGST).GSTwillbepaidextraby

2. TenderEstimatedCost

AMC/Authorityatprevailingratetothecontractor.

1% oftheTender Cost intheform

3. EarnestMoney (D.D./PayOrder/LocalMicrCheck/B.G.)

4 TenderFeeRs DemandDraftofRs.1500.00

6. Time-Limit 12months

7. ValidityPeriod 120Days

8 Eligibility Criteria Register “E1” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

(i)LastDateofSubmissionofthe Tenders from the AMC website www.amc.nprocure.com&

9 www.nprocure.com shall be down loaded from AS PER TENDER

Tender NOTICE INVITED

a) In Sealed cover in duplicate copies by Registered Post

(ii)ModeofSending A.D,orbyCourier.or handdelivery

b) Tendersentbyordinarypostwillberejectedoutright.

(iii)Descriptionessentialtobe

a) Nameofwork,TenderNoticeNo.&TenderNo.

madeonsealedcover b) DateofreceivingtenderbyCorporations.

(iv)Modeofquotingrates in

ThePricebidshallbesubmittedonlineonly.tsh

ScheduleofQuantitiesandRates allnotbe submittedPhysically.

10 DateofOpening Tenders from the AMC website www.amc.nprocure.com&

www.nprocure.com shall be down loaded from AS PER TENDER

Tenders from the AMC website www.amc.nprocure.com&

PlaceofSubmission&OpeningofTe

11. www.nprocure.com shall be down loaded from AS PER TENDER

nder NOTICE INVITED

Submission of EMD. Tender fee and other Documents atWest

Zone, 2nd Floor,

A.M.Office,Dr.RamanbhaiPatelBhavan,Usmanpura.Ahmedabad

MunicipalCorporation,W.Z.Office,Ahmedabad-380013.

(1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs),

(2)Rs.2500 per day (for tenders amounting above 10 Lakhs

12 PenaltyDuetoDelayofwork

andupto30Lakhs),(3)Rs.5000perday(foralltendersamounting

above30Lakhs)butnotmorethen10%ofbill

13 DefectLiability Asper ‘B-1FormClose

Whenever a work is allotted by Engineering staff, whether minor

ormajor of part thereof of any amount, the contractor shall be

14 Timepermittedtostartpartsofwo

boundtostarttheworkswithin48hoursofintimationofwork.Communica

tiondonetelephonicallyviaSMS,ViaWhatsappand

throughletter /E-mailshallbeconsidered legal and bindingforthe

same. Failure of comply to start the works in 48 hours of

intimationas above by contractor the contractor shall be levied

penalty of (1)Rs.1000/-perday

(fortendersamountingupto10Lakhs),(2)Rs.2500 per day (for

tenders amounting above 10 Lakhs and

upto30Lakhs),(3)Rs.5000perday(foralltendersamountingabove

30Lakhs).Threetimesfailuresbycontractorshallmakecontractorresp

onsibletobeblacklistedunlessandotherwisejustifiedproperly

inwriting/bindingwithin15daysoflastnoticeof

 The staff of the contractor shall wear safety jackets,hoes,

helmets etc. while on duty and any violation will attractfineofRs.

5,000/-foreach incident.

15 Safety  Failuretoerectsafetysignageortryingtocarryoutheworkswitho

utproperprecautions/safetymeasuresasequiredwillattractafineofRs.5

,000/-foreachincident.

16 Defect &Liability Period The contractor shall be responsible to make good and remedy at his

own expense any defect which may develop or may be noticed

before the period mentioned hereunder from the certified date of

completion, The within 15 days of receipt of the notice. In the case

of failure on the part of the contractor, the Engineer-in-charge may

rectify or remove or re-execute the work at the risk & cost of the

contractor. The Engineer-in-charge shall be entitled to appropriate

the whole or any part of the amount of security deposit towards the

expenses, if any, Incurred by him in rectification, removal or re-

execution. The Defects Liability period shall be as under(a) for all

works costing upto Rs. 50,000 ( amount put to tender), the period

shall be 3 months from the certified date of completion.

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore

(amount put tender), the period shall be 6 months from the certified

date of completion or one monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period shall

be 12 months from the certified date of completion which should

include one monsoon.

(d) For building works, the period specified in (a), (b) or (c) above

OR elapse of monsoon period following the certified date of

completion, whichever is later. For the purpose of deciding the

monsoon period, the 30th September may be treated as the last

17 Time permitted to start parts of Whenever a work is allotted by Engineering staff, whether

work minor or major of part thereof of any amount, the contractor

shall be bound to start the works within 48 hours of 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 comply 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 tenders

amounting upto 10 Lakhs), (2) Rs.2500 per day (for tenders

amounting above 10 Lakhs and upto 30 Lakhs), (3) Rs.5000 per

day (for all tenders amounting above 30 Lakhs). Three times

failures by contractor shall make contractor responsible to be

black listed unless and otherwise justified properly in writing /

binding within 15 days of last notice of penalty.

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

19 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 AndThe Same As to be Attached Along WithThe Tender

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

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

Contractor'sSign Addl.C.E.(westzone)

AMCFinancedept.circular No –41,Dt.08/02/2022

(A) GuaranteesissuedbyfollowingbankswillbeacceptedasSD/EMDonpermanentbasis.

(1) AllNationalizedBanks

(B) GuaranteesissuedbyfollowingbankswillbeacceptedasSD/EMDfortheperioduptoMar

ch-31,2022.Thevaliditycut-

offdateintheGRiswithrespecttothedateofissueofBankGuaranteeirrespectiveofthedateoft

erminationofBankGuarantee.GuaranteesissuedorAuthorizedbyAhmedabadBranchOnly

(1) CommercialBanks:

(5) KotakMahindraBank

(6) IndudIndbank

(8) TamilnaduMercantileBank

(9) UjjivanSmallFinancebank

(10) AUSmallFinanceBank

(11) FedaralBankBank

(12) EquitasSmallFinancebank

(13) BandhanBank

(14) StandardCharteredBank

(2) Co-Operative&RuralBanksofGujarat

1. TheMehsanaUrbanCo-operativeBankLtd

2. TheAhmedabadMercantileCo-OperativeBankLtd

3. NutannagrikSahakariBankLtd

4. TheKalupurCommericalCo-operativeBankLtd

5. RajkotNagarikSahakariBankLimited

6. TheGujaratStateCo-OperativeBank

8. SaurashtraGraminBank

SealandSignatureoftheBidderAddlCityEngineer

. NOTICE INVITING TENDER (NIT)

TERMS&CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

(B)GENERALTERMS&CONDITIONS(C)FINACIALTERMS&CONDITION

(D)MAINCONDITION/FETURESOFTHEWORK

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 tender form before schedule time Tender Document, tender fee & EMD

(Draft /DD) and all other enclosures as asked in 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.The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

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

Asst. Manager (Admin) West Zone,

2nd Floor,Dr.Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

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 The Bid Document Essentially Needs to be Properly binded/steppled

2. Assessment of Submission

2.1 The Employer will open the technical bid ofphysically 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 NIT 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 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 2and 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.

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.A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular 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.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3Valid E.M.D

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: “as Above "

Source of Funds

1.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL CORPORATION.

3. Eligible Bidders

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

 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 "E1" class and or equivalent. 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.Subject to Submition of SuccsesfulSubmition as per Clause –II of R.&B.

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 provided.

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 thebidder; and

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

The work shall be completed with 12 Months after the order to start the works.

The details of reinforcement of R.C.C. work shall be as per design and instructions of City Engineer/Addl.City

Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may be brought by him on

site. This account shall be regularly maintained and kept open for inspection by Municipal Staff. Watering of all the

items shall be as per instructions. Mixing of concrete shall be done by concrete mixer machine. Arrangements of

binding vibrator for R.C.C. works if required shall have to be made by the contractor.

The contractor shall be remain responsible for Workmen’s compensation if any when such case occurs. The

contractor shall arrange formed ampersand in night and he shall be responsible for any damage of life and limb or

property if any happen, during the execution of work. In case of dispute for unseen or overlooked items the decision

of the city Engineer/Addl.City Engineer shall be final. The contractor shall have to give site clean of all rubbish on

completion of work and have over the building with final finishing of the work as directed. All the rejected materials

shall be removed from site within 24 hours by contractor at this risk and cost.

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

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

mortar either on floor or any finished surfaces.

The contractor shall have to make his own arrangement for water required for the work and shall pay the water

charges as per water meter.

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

paid at the rate fixed by C.E . /Addl. City Engineer as per the rate analysis based on current market rates.

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

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

carry out the works and he will be paid at the rate quoted by him and no claim for extra for subsequent changes may

be entertained.

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

the measures boxes according to this measure.

The R.C.C. or specified work shall not be done on Sunday and holiday excepting emergency or when technical

requirements are such that continuity of work should be maintained and that to will be with prior permission of the

competent authority.

Retention money at the rate of 2% shall be deducted from every running bill of the contractor and which will be paid

at the time of final bill.

Contractor will be fully responsible for compliance of the various prevision under contract Act. 1970 and the Rules

framed for to under.

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

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

tenderer withdraw or makes any modifications (s) or addition (s) in the terms and conditions of his tender not

acceptable to the Municipal Corporation, the Municipal Corporation shall without prejudice to any right or remedy

be at liberty to forfeit in full the said earnest money absolutely.

As per Circular No. MCR 2176 (96) 2418 (ii) GHH dated 31-03-77 issued by Government of Gujarat contractors are

requested to produce their quarry materials for construction work through legal sources. i.e. only form the quarry

lease holders, permit holder or middle man who satisfies the contractor as to the legality of the source of purchase

by him on these materials.

If the work is not carried out within the specified time limit penalty will be charged applicable as per AMC Rules.

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

i) Conditional tender will not be accepted.

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

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand draft

iv) Condition of form B1 Standard Specification of material & code of practice will be applicable. Form B1 & B2

can be is available in website. Condition of Form B-1 For Defect liability Clause is not applicable For this Work.

V) in the Case missing/Dout,Correction or Detail Specification As Per Govt.Speecification Applicable For this Work

& As Per instruction of Engg.inchage& also General Technical Specifications for Building Works book available from

Gujarat Book Stores (Pvt.) Ltd. Sector-21,Gandhinagar,DETAILED GENERAL TECHNICAL SPECIFICATIONS can be

available from Ahmedabad Municipal Corporation website “www.egovamc.com”.

Contractor’s Signature Add. City Engineer

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 With Contact no.:

3 Local office address (if any) With Contact no.:

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

 Additional information regardinglitigation, debarment, arbitration, etc.

AuthorisedSigneture Bidder

5.3 Disqualification

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

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

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 works.

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words) only in E-

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words) only in E-

Tender (Online) Not to fill in hard copy of Tender documents

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 Employer.

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

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and words) for

9.2. The bidder shall fill (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 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

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

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

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

 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. This shall be Provided at no extra cost by the bidder under attaché with specified in the

tender documents under payable iteme.

 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. AMC may support to get the temporary

connection and may at its diseretien get the same converted to permanent connection at the same of AMC if

desired do,and contractor shall as no extra cost support the same. In this case AMC my be as the remaining

cost subject to approval.

20 :- CONTINGENT FEE:

 The Contractor warrants that he has not employed any person to solicit or secure the contract upon any

agreement for a commission, percentage, brokerage or contingent fee. Breach of this warranty shall give the

Municipal Commissioner the right to cancel the contract or to take any other measure as the Municipal

Commissioner may deem fit. The warranty does not apply to commissions payable by the contractor to

establish commercial or selling agent for the purpose of securing business.

 No officer, employer of the Municipal Corporation be admitted to any share or part of this contract or to any

benefit that may rise there from.

21:-OVERPAYMENT AND UNDERPAYMENT:

Whenever any claim fourths payment of a sum to the Municipal Corporation arises out of or under this

Contract against the contractor the same may be deducted by the Municipal Corporation from any sum then

due or which at any time thereafter may become due to the contractor under this contract and failing that

under any other contract with the Municipal Corporation or from any sum due to the contractor with the

Municipal Corporation (which may be available with Municipal Corporation), or from his retention money, or

he shall pay the claim on demand. The Municipal Corporation reserves the right to carry out post payment

audit and technical examination of the final bill including all supporting vouchers, abstracts, etc.

The Municipal Corporation further reserves the right to enforce recovery of any over payment when detected

not withstanding the fact that the amount of the final bill may be included by the Contractor.

If as a result of such audit and technical examination any over payment is discovered in respect of any work

done by the Contractor or alleged to have been done by him under the contract, it shall be recovered by the

Municipal Corporation from the contractor by way of all the means prescribed above or if any under payment

is discovered by the Municipal Corporation, any amount due to the contractor under this contract or under

payment may be adjusted against any amount then due or which may at any time thereafter become due

before payment is made to the contractor from him to the Municipal Corporation on any other contract

account whatsoever.

If, at any time, there should be evidence of any lien or claim for which owner might have become liable and

which is chargeable to the contractor, the owner shall have the right to retain out of any payment then due or

thereafter to become due an amount sufficient to completely indemnify the owner against such lien or claim

or if such lien or claim be valid the owner may be or become due and payable to the contractor. If any lien or

claims remaining, unsettled after all payments are made, the contractor shall refund or pay to the owner all

money that the latter may be compelled to pay in discharging such lien or claim including all cost and

reasonable expenses.

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

 Joint venture and subcontracting shall not be allowed under this tender

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the

contract documents. The full consideration shall be given to such addendum or corrigendum before submission of

tender duly filled in by the contractor. Therefore, the contractors shall have to kindly refer the tender for such

addendum or corrigendum published by AMC through its website www.amc.nprocure.com&www.nprocure.com

hours prior to the deadline of submission of the tender. Tenderers shall verify the number of addendum issued and

enclose the same with the tender documents , failing which the tenders shall be liable for rejection and no any

complaint in respect to this shall be entertained under any circumstances.

Seal and Signature of the Bidder Addl.City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

no case be responsible or liable for those costs.

Currencies of Bid and Payment

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

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

2.Earnest Money Deposit :-

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

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 Early 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 signedthe agreement.

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) SecurityDeposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful bidder shall

deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E. Circular.in the form of a Bank

Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5% (five percent) of the Contract Price .

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At present a policy is

framed by Audit department of AMC to charge 4% interest for the balance period and discontinuity period.

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as per format

shall be issued as per Memorendum of work.

(E) 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 Annexer -I

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 the same.

8. Penalty: -10 percent of the balance work on Date of Completion Date or extended time limit. & As per AMC

9.Tax, Duties on Materials

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

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

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall be deducted

against works welfare cess.

Seal and Signature of the Bidder Addl.City Engineer

Date: (West Zone)

General terms & conditions

1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration with any other

state Govt. or institutions. Copy of registration should be attached with tender document. Tenderer who

was not registred in AMC must be get registred in panel of approved AMC contractor.

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

the correction slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2 liquidated

damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.

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

Engineering in charge.

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

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

5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of specific mention

for a particulars point / aspect, the same in the relevant Indian Standards shall be referred to.

6. All measurement and computations, unless otherwise specified shall be carried out nearest to the following

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

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

shall be deemed to be included therein.

8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant shall not

absolve the contractor from the responsibility of replacing defective materials brought on site or materials

used in the work found defective at a later date. The contractor shall have no claim to any payment or

compensation whatsoever on account of any such materials being rejected by the Engineer in charge.

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

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

using them in the work.

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

site of work within 24 hours.

12. All work shall be carried out in a manner as per standard engineering practice.

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

lines, levels, alignment of the works & all precautionary measures during execution shall have to be kept in

sufficient numbers and in good working condition at the site of the work. All excavated trench shall be kept

covered with barricade and caution tap.

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

the contractor shall be considered only if the contractor provided satisfactory evidence that such special

mode of construction and completion of work to the required strength and quality. Acceptance of the same

by the Engineer in charge shall not however, absolve the contractor from the responsibility of any adverse

effect and concordance of adopting the same in the course of exaction or completion of the work.

15. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor Mineral

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

16. All necessary safety measures and precautions (incl. those laid down in the various relevant Indian Standard)

shall be taken to engrave the safety of men, materials and machinery on the work and also of the work itself.

17. Quantity measured in the tender is approximate. It may increase or decrease looking to the quantum of

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

18. Contractor shall have to execute extra item if required or as per need of AMC.

19. The work in general shall be carried out as per standard specifications of the relevant items to be executed &

as per the instruction of Engineer in charge & as per the guidance of AMC's Consultant for this project.

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

contract agreement shall have to be executed between AMC & the agency to which work is awarded for

21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned tender

and resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order shall be issue

to contractor and the time limit shall be start from the date of issue of the written work order to the

For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned tender and

resolution .Within 15 days contractor has to submit SD and after reciveing SD work order shall be issue to

contractor and the time limit shall be start from the date of issue of the written work order to the

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand draft / cheque or Bank

Guarntee of nationalized bank/scheduled bank only. Contractor shall have to sign contract paper with

AMC.The contractor shall be fined 4% of interest per year for delay in submission of S.D and shall be

deducted from contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or His

Designeted Officerwill be final and binding to the Contractor.

23. The contractor shall take no advantage of any apparent error or omission in drawing or specification and the

Engineer -in-charge shall make such corrections and interpretations as necessary to fulfill the intent of the

plants and specifications.

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

25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation. will be

payable by the contractor.

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

27. Contractor is requested to see the site physically before tendering. He is also requested to quote the rates

keeping in view of all the points mentioned in relevant pages of tender documents.

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

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

sanitation and cleaning down. The contractor will be responsible for all the costs where applicable of

connection, meter installation, water consumed, water required for testing purposes, disconnection and the

laying, maintenances and ultimate removal of any distribution system around the site.

29. Electricity:Electric supply will be made available at the site by the Contractor and the contractor must make

his own arrangements with the Corporation and Electricity Supply Authorities and with other contractors to

connect and to take a supply from such services, paying all costs in connection therewith.

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

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

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

No compensation shall be paid for idle labor staff, machineries and for use of diesel operating sets etc. as

the case may be.

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

above along with the bid. They shall have also to submit the income tax clearance certificate and solvency

31. No advance such as secured advance machinery advance, mobilization advance or materials advance will be

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

licensed electrical person or firm in appropriate category in accordance to contractual provisions.

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

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

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

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

work increases/ decreases.

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

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

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

rejected. Municipal Commissioner reserves the right to increase/decrease the scope of work. No any claim

to that effect shall be entertained. The Municipal Commissioner also reserves the right to reject any or all

the tenders without assigning any reason thereof.

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

38. The contractor shall have to execute the contract agreement after received work order.

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

available and due to unavoidable circumstances arise), after evaluation of situation the actual date of

starting of work will be consider after approval of Dy.M.C. (West zone)

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

40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done by

the contractor.

41. Conditional tenders will not be accepted.

Signature of contractor with seal Additional City Engineer (W.Z)

Date Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

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

proportion to time limit. The details of reinforcement of R.C.C. work shall be as per design and instructions of Add.

City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may be brought by

him on site. This account shall be regularly maintained and kept open for inspection by Municipal Staff. Watering of

all the items shall be as per instructions otherwise no payment shall be made to contractors. Mixing of concrete

shall be done by concrete mixer machine. Arrangements of binding vibrator for R.C.C. works if required shall have to

be made by the contractor.

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

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

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

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

during the work and at the time of completion of work and hand over the site with final finishing of the work as

directed. All the rejected materials shall be removed from site within 24 hours by contractor at this risk and cost.

Debris shall have to cart daily from site.

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

prepare through of bigger size and mix the mortar in the required proportion. In oncase he shall be allowed

to mix the mortar either on floor or any finished surfaces. The contractor shall have to make his own

arrangement for water required for the work.

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

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

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

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

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

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

site and design is entertained.

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

the measures boxes according to this measure.

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

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

The tender for the work shall remain open for a period (180) days from the date of opening of the tenders for this

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

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

acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to any right or remedy

be at liberty to forfeit in full the said earnest money and black list the contractor.

If work is not started within specified time limit the penalty as per rule & tender condition delay of start shall be

recovered separately from the immediate bills payable to the contractor. Contractor has to make his own

arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand

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

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

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

CONTRACTOR'SSIGNATURE ADD.CITYENGINEER

& STAMP (West Zone)

TECHNICALSPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at required

spacings and frame alround, square or round bars with round headed bolts and nuts or by screws (A) Plain Grill.

Materials: Red lead paint primer shall conform to I. S. : 102-1962.

The steel sections as specified or required shall be cut, square and to correct lengths, as per drawings and design. The cut

ends exposed to view shall be finished smooth. No. two pieces shall be welded or other wise jointed to make up the

required length of member, except as indicated in the drawings or as directed. All straightening and shaping to form shall

be done by application of pressure and not by hammering. Any bending or cutting shall be carried out in such a meaner as

not to impair the strength of the metal. All operations shall be done in cold state unless otherwise directed/permitted.Steel

riveted or bolted in built up sections, frame work.

The steel structure as shown in the drawings or as per direction of the Engineerin-charge shall be laid out one level

platform to full scale and to full size or in parts. A steel tape shall be used for measurements to ensure maximum accuracy.

Wooden templates 12 mm to 19 mm thick or metal sheet template shall be made to correspond to each connecting

gussets plate and rivet holes shall be accurately marked on them and drilled.he template shall be laid on the steel

members, and holes of the steel members shall also be marked for cutting. The base of steel columns and the position of

Anchor bolts shall be carefully set out.

All stiffeners shall be formed by pressure and where practicable, the metal shall not be cut and welded in making these. In

major works or where so specified shop drawings giving complete details and information for the fabrication of the

component parts of the structure, including location type size, length and details of rivets, bolts, or weld shall be prepared

in advance of the actual fabrication and as approved. The drawings shall indicate the shop and field rivets and bolts. The

steel member shall be distinctly marked or stenciled with paint with the identification mark as given in the shop drawings.

The bars shall be thickened at the ends, so as to provide for screwed threads and gradually tapered off to meet their

normal section. Great accuracy shall be observed in fabrication of various member, so that these can be assembled

without being unduly packed, strained or forced into position and when built up, shall be true and free form twist, bniks,

buckles, or open joints. Before making holes individual members for fabrication, the steel work intended to be riveted or

bolted together shall be assembled or clamped properly and tightly so as to ensure close abutting or lapping of the different

members. All stiffeners shall bear tightly both at top and bottom without being drawn or caulked. The abutting joints shall

be cut or dressed true and straight and fitted close together. Web splice plates and filters under stiffeners shall be cut to fit

within 3 mm or flange angles, web plates of girders shall have not cover plates, shall have their ends flush with the top of

angles forming the flanges unless otherwise required. The web plates when spiced shall have clearance of more than

mm. The erection, clearance for cleared ends of members connecting steel to steel shall preferably be not greater than

mm. The erection clearance at the ends of beams without web cleats shall to be more that 3 mm at each end but where for

a practical reason greater clearance is necessary, suitably designed seating shall be provided. Pins and rollers shall be

accurately turned to gauge. These shall be straight and smooth and free from flows. The roller bearing shall be provided

with adequate arrangement for holding the girders or truss resting on it. In columns caps and bases, the ends of shafts

together with the attached gussets angles, channels etc., after riveting together shall be accurately mechanized so that the

parts connected butt against each other over the entire surfaces of contract connecting angles or channels shall be

fabricated and placed in position with greater accuracy so that they are not unduly reduced in thickness by machining. The

ends of bearing stiffeners shall be machanised or ground to fit tightly both at the top and bottom. All holes shall generally

be drilled to the required size and at the required size and at required position. Sub punching shall be permitted, provided it

is done 3 mm or less in diameter and remade thereafter to the required size. The holes for rivets and bolts shall be larger

by 0.4 to 6 mm than the nominal diameter of rivets or black bolts depending up on the diameter of rivets.Holes shall have

their axis perpendicular to the surface bored through. The drilling or reamering shall be free form butts, and the holes

should be clean and accurate. Holes for counter shunk bolts shall be made in such a manner that their heads fit flush with

the surface after fixing. The fabrication work shall be completed in workshop as far as it is practicable to do so. Site joints

shall be done with rivets and fitted bolts or black bolts, as shown in the drawings or as directed.

Generally the following principles shall govern the use of rivets turned and fitted bolts, and black bolts.

(i) Rivets and turned and fitted bolts shall be used where the connection is such that slip

under load has to be avoided.

(ii) Black bolts may be used very sparingly where a force is carried through a connection without impact, vibration or

reversal of stresses.

Riveting: The parts assembled for riveting shall be in close contact with each other and the bearing stiffeners shall bear

tightly both at top and bottom without being drawn or caulked.Members to be riveted shall be properly pinned or bolted and

rigidly held together while riveting.Drifting of holes shall not be permitted except to draw the parts together and the drifting

tools so used shall have maximum diameter not exceeding the nominal diameter of rivets or bolts. Drifting done during

assembling shall not distort the metal or enlarge the holes.The shanks of rivets shall project beyond the plate surface

sufficiently so as to fill the hole thoroughly and from the required head after riveting.

The riveting shall be done by hydraulic or pneumatic process. However where such facilities are not available, hand

riveting may be permitted. The rivet shall be heated red -hot, care being taken

to control the temperature of heating so as not to burn the steel. Riveting of diameter less than

mm may be fitted cold. Rivets shall be of heat finish with heads full and of equal size. All loose, burnt or badly formed rivets

with concentric or deficient heads shall be cut out and replaced. The heads of rivets shall be central to shanks and shall

grip the assembled members firmly. In cutting out rivets, care shall be taken so as not be injure the assembled, members,

caulking or recouping

shall not be permitted.For testing rivets, hammer weighing approximately 0.25 kg. shall be used of the rivets shall be

tapped, slack rivets will give a hollow sound and a jar. All rivet heads shall be painted with red lead paint within a week of

their fixing. Bolting all bolt heads and nuts shall be hexagonal and of equal size unless specified otherwise. The screwed

heads shall conform to I.S. : 1363:1960 and the threaded surface shall not be tapered. The bolts shall be of such length so

as to project two clear threads the nuts, when fixed in position and these shall fit in the holes without any shakes. The nut

shall be fit in the threaded ends of bolts properly. Where turned and fitted bolts are required to be used in place of rivets

they shall be provided with washers not less that 6 mm thick so that the nut when tightened shall not bear on the

unthreaded body of the bolt. Tapered washers shall be provided for all heads and nuts bearing on leveled surfaces. The

threaded portion of the bolts shall not be within the thickness of the parts bolted together. The faces of the bolt and nuts

abutting against steel members shall be machine finished. Where there is a risk of the nut being removed or becoming

loose due to vibrations or reversal of stresses, these shall be secured from slackening by the use of locknuts, spring

washers,cross cutting or hammering down of threads as directed.Bolts, nuts and washers shall be thoroughly cleaned and

dipped in double boiled linseed oil before use. The whole steelwork shall be painted with a coat of priming coat of red lead,

as per relevant specifications of painting.

Mode of measurement and payment:

The steelwork shall be measured in general as under.

(a) All work shall be measured on the basis of finished dimensions as fixed at site and

measured net unless specified otherwise.

(b) The weight of steel sections, steel strips in finished work shall be calculatedfrom standard weight on the same basis on

which steel is supplied to thecontractor by department or those given in relevant I. S. if steel is arranged bythe contractor.

(c) The weight of steel plates and strips shall be taken from relevant I. S. based on 7.85 kg/sq. meter for every millimeter

sheet thickness if steel is supplied by the contractor, otherwise the eight shall be calculated on the basis on which steel is

supplied to the contractor by department.

(d) Unless otherwise specified weight of clearest, brackets, packing pieces, bolts, nuts, washers, distance pieces,

separators, diaphragm gusset (taking over all square dimensions) fish plates etc. shall be added to the weight of respective

(e) In riveted work allowance to be made of weight of rivet hands. No deductions shall be made for rivet or bolt holes

excluding holes for anchor or holding down bolts.

(f) For forged steel and steel casting weight shall be calculated on the basis of 850 kg/cum.

(g) Unless otherwise specified an additional of 2.5 percent of the weight of structure shall be made for shop and site rivet

heads in riveted steel structure.

(h) Unless otherwise specified no allowance shall be made for the weld metal in case of welded steel structure.

(i) Dimensions other than cross sections and thickness of plates shall be measured to nearest 0.001 m

(j) Mill tolerance shall be ignored when weight is determined by calculation.

The rate includes cost of all material, labour, erection, hoisting, scaffolding protective measure, required for proper

completion of the item of work. This shall also included conveyance and delivery handling, loading, unloading and storing

etc. required for completing the item described above including necessary wastage involved.The rate shall be for a unit of

Lettering and lettering charges and printing Muni. corporation symbol with help or skilled artist including colour

The rate shall be for a unit of one Nos.

Prismatic grad reflective sheeting with super high perfomance durable micro prismatic material confirming to type

XI as per ASTM-D 4956-09 & cutting pesting letter according to IRC Standard in Singal language with micro

prismatic confirming to type XI

The rate shall be for a unit of one Smt

Providing and laying cement concrete work 1:2:4 (1-cement:2- coarse sand:4-graded aggregates 20mm nominal

size) curing complete excluding cost of formwork and reinforcement.Foundations, footings,base or columns and

1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6, Grit shall

conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.

2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the concrete mix shall be

1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm nominal size) by volume. Concrete work shall

have exposed concrete surface or as specified in the item.

2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S Correspond approximately to 1:3:6,

1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume respectively.

2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight (0.0342 Cu. M)

for different proportions of mix shall be as under:

Grade of Total quantity of dry aggregate Proportion of fine Quantity of water

concrete by volume per 50 Kgs, of aggregate to coarse per 50 Kgs. of

cement to be taken as the sum aggregate cement maximum.

of individual volume of fine and

coarse aggregates, maximum

M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters

M-150 (1:2:4) 220 ” aggregate by volume 32 “

M-200 (1:1 1/2 :3) 160 “ but subject to and 30 “

and lower limit 1:3

2.4 The water cement ratios shall not more than those specified in the above table. The cement content of the mix

specified in the Table shall be increased if the quantity of water in a mix has to be increased to overcome the

difficulties of placement and compaction so that the water cement ratio specified in the Table is not exceeded.

2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound to give a concrete

mix which is just sufficiently wet to be placed and compacted without difficulty with the means available.

2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified but in no case

greater than surround all reinforcement thoroughly and to fill the corners of the form.

2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally considered

2.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal maximum size of

coarse aggregate should usually be restricted to 5 mm less than the minimum clear distance between the main

bars, or 5 mm less than the minimum cover to the reinforcement whichever is smaller.

2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate may not be

important and the nominal maximum size may sometimes be as greater than the minimum cover.

2.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the evidence that with the

passage of time, neither the compressive strength of concrete is reduced nor are other requisite qualities of

concrete and steel impaired by the use of such admixtures.

3.0 Workmanship:

3.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured in terms of bags

of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu. Meter. Boxes of suitable sizes shall be

used for measuring sand aggregate. The size of the boxes (internal) shall be 35 cms x 25 cms. and 40 cms deep.

White measuring the aggregate and sand, the box shall be filled without shaking ramming or hammering. The

proportioning of sand shall be on the basis of its dry volume and in case of damp sand, allowances for bulkage

3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall be kept in first

class working condition and so maintained throughout the construction. Measured quantity of aggregate, sand,

cement required for each batch shall be poured into the drum of the mechanical mixer while it is continuously

running. After about half a minute of dry mixing, measured quantity of water required for each batch of concrete

mix shall be added gradually and mixing continued for another one and half a minute. Mixing shall be continued till

materials are uniformly distributed and uniform color of the entire mass is obtained and each individual particle of

the coarse aggregate shows complete coating of mortar containing its proportionate amount of cement. In no case

shall the mixing be done for less than 2 minutes after all ingredients have been put into the mixer.

3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other reasons, it shall be

done on the smooth watertight platform large enough to allow efficient turning over the ingredients of concrete

before and after adding water. Mixing platform shall be so arranged that no foreign material gets mixed with

concrete nor does the mixing water flow out. Cement in required number of bags shall be placed in a uniform layer

on top of the measured quantity of fine and coarse aggregate, which shall also be spread in a layer of uniform

thickness on the mixing platform. Dry coarse and fine aggregate and cement shall then be mixed thoroughly by

turning over to get a mixture to uniform color. Specified quantity of water shall then be added gradually through a

rose-can and the mass turned over till a mix of required consistency is obtained. In hand mixing quantity of cement

shall be increased by 10 percent above that specified.

3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before putting in a new

batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of concrete from the mixture shall

contain only two thirds of normal quantity of coarse aggregate. Mixing plant shall be thoroughly cleaned before

changing from one type of cement to another.

3.3 Consistency :

3.3.1 The degree of consistency which shall depend upon the nature of the work and methods of vibration of concrete,

shall be determined by regular slump tests in accordance with I.S. 1199-1959. The slump of 10mm to 25mm. shall

be adopted when vibrators are used and 80mm when vibrators are not used.

3.4 Inspection:

3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms to permit him to

inspect and accept the false work and forms as to their strength, alignment, and general fitness but such

inspection shall not relieve the contractor of his responsibility for the safety of men, machinery, materials and for

results obtained. Immediately before concreting, all forms shall be thoroughly cleaned.

3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One carpenter with helper

shall invariably be kept present throughout the period of concreting. Movement of labour and other persons shall

be totally prohibited for reinforcement laid in position. for access to different parts, suitable mobile platforms shall

be provided so that steel reinforcement in position is not disturbed. For ensuring proper cover, mortar blocks of

suitable size shall be provided so that steel reinforcement in position is not disturbed. For ensuring proper cover,

mortar blocks of suitable size shall be cast and tied to the reinforcement. Timber kapachi or metal pieces shall not

be used for this purpose.

3.5 Transporting and laying:

3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so transported and

placed that no contemination, segregation or loss of its constituent material takes place.

All form wok shall be cleaned and made free from standing water, dust, show or ice immediately before placing of

No concrete shall be placed in any part of the structure until the approval of the Engineer-in-charge has been

3.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh concrete shall not be

placed against concrete which has been in position for more than 30 minutes unless a proper construction joint is

formed. Concrete shall compacted in its final position within 30 minutes of its discharge from the mixer. Except

where otherwise agreed to by the Engineer-in-charge concrete shall be deposited n horizontal layers to a

compacted depth of not more than 0.45 meter when internal vibrators are used and not exceeding 0.30 meter in all

3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into place from a height

exceeding 2 meters. When trunking or chutes are used they shall be kept close and used in such a way as to

avoid segregation. When concreting has to be resumed on a surface which has hardened, it shall be roughened,

swept clean, thoroughly wetted and covered with a 13 mm thick layer of mortar composed of cement and sand in

the same ratio as in the concrete mix itself. This 13 mm layer of mortar shall be freshly mixed and placed

immediately before placing of new concrete. Where concrete has not fully hardened, all laitance shall be removed

by scrubbing the wet surface with wire or bristle brushes, care being taken to avoid dislodgment of any particles of

coarse aggregate. The surface shall then be thoroughly wetted, all free water removed and then coated with neat

cement grout. The first layer of concrete to be placed on this surface shall not exceed 150 mm in thickness and

shall be well rammed against old work particular attention being given to corners and close spots.

3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of vibrators, unless,

otherwise permitted by the Engineer-in-charge for exceptional cases, such as concreting under water, where

vibrators cannot be used. Sufficient vibrators in serviceable condition shall be kept at site so that spare equipment

is always available in the event of breakdowns.

Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse aggregate and

begins to cream up to form an even surface. Compaction shall be completed before the initial setting starts i.e.

within 30 minutes of addition of water to dry mixture. During compaction, it shall be observed that needle vibrators

are not applied on reinforcement which is likely to destroy the bond between concrete and reinforcement.

3.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain, running water,

shocks, vibration, traffic, rapid temperature changes, frost and drying out process. It shall be covered with wet

sacking, hassain or other similar absorbant material approved, soon after the initial set and shall be kept

continuously wet for a period of not less than 14 days from the date of placement. Masonary work over foundation

concrete may be started after 48 hours of its laying but curing of concrete shall be continued for a minimum period

3.6.1 The average strength of the group of cubes cast for each day shall not be less than the specified cube strength of

150 Kg/Cm at 28 days. 20% of the cubes cast for each day may have value less than the specified strength

provided the lowest value is not less than 85% of the specified strength. If the concrete made in accordance with

the proportions given for a particular grade, does not yield the specified strength; such concrete shall be classified

as belonging to the appropriate lower grade. Concrete made in accordance with the proportions given for a

particular grade shall not, however, be placed in a higher grade on the ground that the test strength are higher

than the minimum specified.

3.7.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to strike the form work.

While fixing the time for removal of form work, due consideration shall be given to local conditions, character for

the structure, the weather and other condition that influence the setting of concrete and of the materials used in the

mix. In normal circumstances (generally where temperatures are above 20 C) and where ordinary concrete is

used, forms may be struck after expiry of periods specified in item No 9.1(A) for respective item of form work.

3.7.2 All form work shall be removed without causing any shock or vibration as would damage the concrete. Before the

soffit and struts are removed, the concrete surface shall be exposed, where necessary in order to ascertain that

the concrete has sufficiently hardened. Centering shall be gradually and uniformly lowered in such manner as to

permit the concrete to take stresses due to its own weight uniformly and gradually. Where internal metal ties are

permitted, the or their removable parts shall be extracted without causing any damage to the concrete and

remaining holes filled with mortar. No permanently embedded metal part shall have less than 25 mm cover to the

finished concrete surface. Where it is intended to re-use the form work, it shall be cleaned and made good to the

satisfaction of the Engineer-in-charge. After removal of form work and shuttering, the Executive Engineer shall

inspect the work and satisfy by random checks that concrete produced is of good quality.

3.7.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement concrete member and

used for shuttering or any other purpose shall be cut inside the cement concrete member to a depth of at least

mm below the surface of the concrete and the resulting holes be filled by cement mortar. All fine caused by form

joints, all cavities produced by the removal of form ties and all other holes and depressions honeycomb spots,

broken edges or corners and other defects shall be thoroughly cleaned, saturated with water and carefully pointed

and rendered true with mortar of cement and fine aggregate mixed in the proportions used in the grade of concrete

that is being finished and of as dry consistency as is possible to use. Considerable pressure shall be applied in

filling and pointing to ensure thorough filling in all voids. Surfaces which are pointed shall be kept most for a period

If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or character as to effect

the strength of the structure materially or to endanger the life of the steel reinforcement, he may declare the

concrete defective and require the removal and replacement of the portion of the structure affected.

4.0 Mode of measurement and payment:

4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The concrete laid in

excess of section shown on drawings or as directed shall not be measured. No deduction shall be made for –

(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and steps etc.

up to 500 Sq. Cm. in section.

(b) Opening up to 0.1 Sq. M.

4.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position, vibrating and

compacting, finishing, as directed, curing and all other incidental expenses for producing concrete of specified

strength. The rate excludes the cost of form work.

4.3 The rate shall be for a unit of one cubic meter.

5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :

(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies, internals beams girders

and cantilever up to floor two level (C) Columns, pillars, posts and struts up to floor two level (D) Staircase up to

floor two level (E) Vertical and horizontal fins up to floor two level.

1.0 Materials & Workmanship

1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work shall be carried out for

reinforced concrete work for work as specified in item 1.2. In addition, the following stipulations shall be followed

(a) The bars shall be kept in position by the following methods:

(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement mortar 1:2 (1 cement :

2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the specified cover shall be placed between

the bars and shuttering as to secure and maintain the requisite cover of concrete over the reinforcement.

In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be held in position by

introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.

(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes with slotes

accurately out in them. The temphtes shall be removed after concreting has been done below it. The bars may

also be suitably tied by means of annealed steel wires to the shuttering to maintain their position during concreting.

1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are to be attached or

bounced to later on, shall be protected with a coat of thin neat cement grout, if the bars are not likely to be

incorporated with succeeding mass of concrete within the following 10 days. This coat of thin neat cement shall be

removed before concreting.

2.0 Mode of measurement and payment:

2.1 Relevant specifications of item No. 5.3.13 shall be followed.

2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.

2.3 The rate shall be for a unit of one cubic meter.

Fixing name board of pole/strcet incl. Carting &fixing charges with help of mas nos.oflabours&necec.c work of

1:2:4 of 0.5 X0.5 X0.75 M.t Size etc. comp.as dire. as per inst of engineer incharge..

The rate shall be for a unit of one Nos

Providing Fabricating and Supplying M.S. Barriades of size (1.30x1.0 mt.) including 25x25x1.6 mm square pipe

per fame structure area 20x20x1.6 mm sq. pipe for front and usage MS 1.6 mm Thick CRC sheet for front with

radium lettering and wheel for bottom portion with 12 mm rod of barricade including two coats of oil paint and

AMC logo work includes transportation of board at any other store of AMC as per inst, of Engineer incharge

The rate shall be for a unit of one Nos

Repairing or Removing of Existing board and Refixing the same with the help of required machinery. Item Rate

includes Repairing, welding, painting etc. completed as directed by engineer in charge. The rate includes

necesary stagging with all tools and tackles with req. manpower at any height.

The rate shall be for a unit of one Nos

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.

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

AmdavadMunicipalCorporation

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