Providing, Supplying, fixing, repairing work of paverblock/nibhada Stone Paving & other related work at natvar vakil ni chali,dholeshvar mahadev ni chali and other places in Old Gomtipur Area of Gomtipur Ward of East Zone in AMC. (A.R.C.)

2 TOTAL ESTIMATED COST  ₹

3 EARNEST MONEY  ₹

In DEMAND DRAFT FROM

BANK ACCEPTABLE TO THE AMC

4 VALIDITY PERIOD  120 DAYS FROM THE DATE OF

OPENING OF THE TENDER.

5 SECURITY DEPOSIT  5% OF SANCTIONED TENDER AMOUNT

IN FORM OF CASH / DEMAND DRAFT /

BANK GUARANTEE.

6 RETENTION MONEY  2% FROM EACH RUNNING BILL WILL BE

RETAINED AND WILL BE RELEASED

AT THE TIME OF FINAL BILL

7 TIME ALLOWED FOR

COMPLETION OF THE WORK  12 Months

FROM THE DATE OF WRITTEN

ORDER TO COMMENCE WORK

8 TENDER FEE Rs. --  ₹ 900 TENDER CLASS -- E2

In DEMAND DRAFT / PAY ORDER FROM

BANK ACCEPTABLE TO THE AMC

Contractor's Name :-

Contractor's Address :-

Contractor's Register Number / Renewal Year / class :-

Contractor's Bank, Branch Name :-

Bank Account Number :- Banks MICR Number-

9 DOWN LOAD DATES FOR

TENDER FROM WEB SITE  - TO 10-Aug-26

www.nprocure.com

www.amc.nprocure.com

10 LAST DATE OF SUBMISSION

OF E-TENDER ON LINE  10/Aug/26 6.00 PM

11 DATE ON OR BEFORE WHICH THE

TENDER FEE,EMD,DOCCUMENTS  11/Aug/26 4.00 PM

MUST REACH THE OFFICE

11 DATE OF OPENING OF

E- TENDER ON LINE  11-Aug-26 5.00 PM

12 LOCAL COMPETITIVE BIDDING

-- TENDER CLASS -- E2

13 MODE OF SENDING THE   ONLINE

TENDER  EMD, TENDER FEE AND OTHER

ESSENTIAL DOCCUMENTS IN SEALED

COVER BY REGISTERED POST OR IN

 CONDITIONAL TENDER WILL BE

REJECTED OUTRIGHT.

14 DESCRIPTION ESSENTIAL TO   NAME OF THE WORK.

BE MADE ON SEALED COVER TENDER No.--

 DATE OF RECEIVING TENDER BY

15 MODE OF QUOTING RATES IN   PERCENTAGE RATE IN FIGURES AS

SCHEDULES OF RATES.  WELL AS IN WORDS.

  TENDER SHALL BE SUBMITTED IN

DUPLICATE.(EXCEPT E-TEDER)

NAME OF WORK --

Providing, Supplying, fixing, repairing work of paverblock/nibhada Stone Paving & other related

work at natvar vakil ni chali,dholeshvar mahadev ni chali and other places in Old Gomtipur Area of

Gomtipur Ward of East Zone in AMC. (A.R.C.)

TENDER NOTICE No. -- 3 TENDER No. --

LOCAL COMPETITIVE BIDDING -- TENDER CLASS -- E2

Time Limit (Months)

of e-Tender from --- to 10-Aug-26

Last Date of reciveing of e-Tender --- 10-Aug-26 6.00 PM

Last Date of reciveing of EMD --- 11-Aug-26 4.00 PM

Opening Date of e-Tender --- 11-Aug-26 5.00 PM

The Municipal Commissioner of Ahmedabad Municipal Corporation, invites Percentage

rate tender for the above works from the contractors registered with Municipal

Corporation of Ahmedabad in Class E2 or registered with Government of Gujarat

in Class E2 or from contractors registered in similar class with any other

State Government of India who have the financial capability and technical ability to

carry out the work. Also Private pre qualified reputed experience builders can also

apply. Experience in carrying out works of comparable nature is essential.

Essential Tender documents Including the tender Fee, EMD shall be accepted by

Asst. Manager East Zone, East - Zone Office Harubhai Maheta Bhavan Viratnagar

Char Rasta -- Nikol Ahmedabad - 382415 On or before = 10-Aug-26 6.00 PM

Tender Fee and E.M.D.Submitted on or before 11-Aug-26 4.00 PM

will be accepted in the form of Pay Order or Bank Guarantee or Demand Draft from

bank acceptable to the Corporation Only.

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

SPECIAL GENERAL INSTRUCTIONS TO TENDERERS

NAME OF WORK --

Providing, Supplying, fixing, repairing work of paverblock/nibhada Stone Paving & other related

work at natvar vakil ni chali,dholeshvar mahadev ni chali and other places in Old Gomtipur Area of

Gomtipur Ward of East Zone in AMC. (A.R.C.)

1 The work is to be completed in all respects within 12 months reckoned

from the date of written order to commence the work.

2 The tender shall be valid for acceptance for a period of 120 days from the date of

opening of tenders.

3 Each tender must be accompanied by a receipt for a deposit as Earnest Money

of ₹ 9997.00 in Pay order, Demand Draft, Bank Guarantee or Cheque from

bank acceptable to the AMC.

4 Tender deposit is accepted as detailed out in Ahmedabad Municipal Corporation,

Section B-1, Engineering Department, percentage Rate Tender and General

condition's of Contract for Works here in afterwards referred as Form- B-1.

5 An overall schedule of the "Work Plan "of the project based "Network Technique

Method" Programmer Evaluated and Review Technique (PERT) / Critical Path

Method (CPM) for appreciating his method of planning, scheduling and control of

project execution should be submitted by the contractor.

6 After the demand of R.A. Bills by contractors, work shall be verified by the Engineer in

charge of AMC or the Architect / Consultant will give his certificate, whether the work

has been executed according to the standard norms and approved designs and

the workmanship is of acceptable quality. Also the progress of work shall be

according to the construction programme approved by AMC or the Architect

/Consultant. On recommandations of Engineer in charge of AMC or Architect /

consultant , R.A. Bills will processed for the payment.

7 2% FROM EACH RUNNING BILL WILL BE RETAINED AND SHALL BE RELEASED

AT TIME OF FINAL BILL

8 In the circumstances of dispute, the decision of Add. City Engineer ( Zones) shall

be final & bound for the contractor. In case, in the detailed specifications of materials

and code of practice specifications of Index Nos. are found missing thus they must be

referred to the of specification of materials and code of practice.

PAYMENT CONDITIONS TO CONTRACTOR

9 Without proper Refilling, compaction and watering no payment shall be given

to contractor for excavation, refilling and or earth filling items.

10 Contractor shall have to submit a demand letter for running bill as well as final bill..

11 If progress of work is not in proportion to the time limit, otherwise penalty will be

MATERIAL PROCUREMENT

12 All material like Cement, M. S. Bars / Tor steel reinforcement and structural steel,

Bitumen etc. required for this work shall be procured by the contractor from the open

13 No difference in rates of cement and steel prevailing in the market in Ahmedabad at a

later date shall be paid /Recovered by A.M.C.(as the case may be) to / from contractor

for the procurement of Cement and Steel from open market in Ahmedabad. Contractor

will not be paid for any transport, handling & storage expenses separately and he

should quote for the works accordingly.

14 Test certificate for all materials like Cement , Steel, Bitumen and other important

materials shall be obtained and submitted by contractor. Contractor shall have to

produce test certificates for all procurement of Cement , Steel, Bitumen and other

important materials

INSTRUCTION TO THE TENDERER

15 ALL INSTRUCTIONS TO TENDERERS, SPECIAL INSTRUCTIONS FOR

CONTRACTORS, DOCUMENTS, RULES FOR GRANT OF ADVANCES, CLAUSE FOR

ARBITRATION, GENERAL SPECIFICATIONS, PROJECT INFORMATION

GENERAL,PAYMENT CONDITION TO THE CONTRACTOR, DEFINITION OF TERMS

EARNEST MONEY, SUBMISSION OF TENDERS, GENERAL RULES AND

DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS TERMS AND

CONDITIONS OF CONTRACT AS PER FORM B-1. ETC. SHALL BE AS PER

STANDARD PERFORMA OF AHMEDABAD MUNICIPAL CORPORATION OF

ENGINEERING DEPARTMENT AND SHALL BE APPLIED TO THIS TENDER

CONTRACTOR MUST HAVE THIS DOCUMENT AND SHALL BOUND FOR THE SAME.

I HAVE READ AND VERIFIED ABOVE DOCUMENT AS WELL AS P.W.D.

GENERALTECHNICAL SPECIFICATIONS , CONDITIONS, CLAUSES,

INSTRUCTIONS ETC. AND AGREE TO ABIDE BY THEM.

I HAVE ALSO GONE THROUGH CONDITIONS AND CLAUSES OF FORM B -1

AND AGREE TO ABIDE BY THEM.

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE

ITEMS AND AGREE TO ABIDE BY THEM.

IN THIS TENDER THERE ARE MANY POSSIBILITIES OF ADDITIONAL AND

ALTERATION ITEMS HENCE MANY ITEMS ARE LIKELY TO BE DROPPED OR THERE

QUANTITIES ARE LIKELY TO BE VARY UP TO ANY EXTENT AND HENCE FOR

THIS CONTRACTOR WILL NOT CLIAM FOR ANY EXTRA AMOUNT OR

COMPENSATION FOR THE SAME I AGREE TO ABIDE BY THEM.

GENERAL RULES & DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS TERMS

AND CONDITIONS OF CONTRACT AS PER FORM B-1. ETC. SHALL BE AS PER

STANDARD PROFORMA FOR TENDER OF AHMEDABAD MUNICIPAL CORPORATION

OF ENGINEERING DEPARTMENT AND SHALL BE APPLIED TO THIS TENDER .

CONTRACTOR MUST HAVE THIS DOCUMENT.

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

16 DECLARATION FORM :- TENDER No

Name of the work for which the Tender is under consideration-

Providing, Supplying, fixing, repairing work of paverblock/nibhada Stone Paving & other related

work at natvar vakil ni chali,dholeshvar mahadev ni chali and other places in Old Gomtipur Area of

Gomtipur Ward of East Zone in AMC. (A.R.C.)

1 I / We hereby declare that I / We have visited the above site & fully acquainted my self

/ our selves with the local situation regarding materials, labour and other factors

pertaining to the work before submitting this tender.

2 I / We hereby declare that I / We have carefully studied the conditions of

contract, sections and other tender documents of this work and agree to execute

the same accordingly.

3 I / We hereby declare that I / We shall not charge any costs towards the visit of site

for preparing the tender for submission accordingly.

4 I / We hereby declare that My / Our near relatives are not working in A.M.C. as

City Engineer, Add. City Engineer, Dy. City Engineer, Asst. City Engineer,

Assistant Engineer, Add. Assistant Engineer, Technical Supervisor, Assistant

Manager, Accountant, Store Keeper or any such category. If yes, then, the names

should be submitted.

Dated Signature Of Contractor

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

GENERAL SPECIFICATION

1 The work shall be completed with in 12 months time limit.

2 The details of reinforcement of R.C.C. work shall be as per design and instruction of

Add. City Engineer or his representative 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

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

3 Arrangements of bringing vibrator for R.C.C. works if required shall have to be made by

the contractor othervise concrete work shall not be allowed.

4 The contractor shall remain responsible for workman's compensation of any accident

that may occur. The contractor shall arrange for lights at night and fencing and

security guard and shall be responsible for any damage of life and property if any

happen, during the execution of work in case of dispute for unseen or over looked

items, the decision of the Add. City Engineer or his representative shall be final. The

contractor shall have to clean all rubbish on completion of work and hand over the

building with final finishing as directed. All the rejected materials shall be removed

from site with in 24 hours by contractor at his risk and cost.

5 For mixing mortar either for masonry or for plaster; or for any other purpose contractor

shall have to prepare trough of bigger size and mix the mortar in the required

proportion in case he shall be allowed to mix the mortar either on solid floor or

any finish surfaces.

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

7 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. City Engineer or

his representative as per the rate analysis based on current market rates and as per

prevailing circular of AMC..

8 If in the interest of the Corporation it is necessary to change either any site or the

design of the proposed work, the contractor shall carry out the same at his quoted rates

without charging any extra and the contractor will have to carry out the works and he

will be paid at the rates quoted by him in the tender and no claim for extra charges

9 The cubical contents of the cement bag shall be taken as 1.25 cft. or 0.035 cmt. / bag

and the contractor shall have to prepare the measure box according to this

10 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.

11 Contractor will be fully responsible for compliance of the various provision

under contract Act. 1970 and rules framed there under.

12 The tender for the work shall remain valid for a period o 120 days from the date of

opening of the tenders for this work and that the Tenderer shall not be allowed

to withdraw or modify the offer on his own during this period. If any Tenderer withdraws

or makes any, modifications or additions in the terms and conditions of tender. His

tender will not be acceptable to the Municipal Corporation. The Municipal

Corporation ,without prejudice to any right or remedy be at liberty to forfeit the Earnest

13 No Materials shall be supplied by A.M.C. The contractor have to make their own

arrangement for procurement of materials from open market. But the contractor

shall have to give necessary test certificates for different materials as per relevant

I.S. code before using the same in the work at his cost in presence of AMC Engineers..

14 As per circular No MGR 2176(96),2418 (ii)GHH dated 31-3-77 issued by Government

of Gujarat contractors are requested to procure their quarry materials required for

construction work through legal sources i.e. Only from the quarry lease. holders

permit holder or middleman who satisfies the contractor as the legality of the

source of purchase by him on these materials.

15 If the work is not carried out within the specified time lim 12 months from the date

order to start the work. Penalty shall be recovered at the rate of 10% on the

amount of the non completion of the remaining work for delay in allotted,/

extended time limit and shall be recovered from the immediate bills payable to the

16 The contractor shall have to take labour License of the work as per Labour act.

The contractor shall have to follow Child Labour act. The Tenders are to be

submitted in duplicate except E-Tender without which the tenders are liable to be

rejected. Conditional tender will not be accepted.

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

TECHNICAL SPECIFICATIONS FOR MATERIALS AND ITEMS

NAME OF WORK -- Tender No.

Providing, Supplying, fixing, repairing work of paverblock/nibhada Stone Paving & other related

work at natvar vakil ni chali,dholeshvar mahadev ni chali and other places in Old Gomtipur Area of

Gomtipur Ward of East Zone in AMC. (A.R.C.)

GENERAL AND STANDARD TECHNICAL SPECIFICATIONS FOR WORK.

1 In the specifications “as directed” / “ approved shall be taken to means "'directed” /

“approved” by the Engineer-in-charge.

2 Wherever a reference to any Indian Standard appears in the specifications, it shall be

taken to mean as a reference to the latest edition of the same inforce on the date of

3 In“Mode of Measurement”in the specification wherever a dispute arises in the absence

of specific mention of a particular point or aspect, the provisions on these particular

points or aspects in the relevant Indian Standards shall be referred to.

4 All measurements and computations, unless otherwise specified, shall be carried out

nearest to the following limits:

(i) Length, width and depth (height) 0.01 meter.

(ii) Areas 0.01 Sq. Mt.

(iii) Cubic Contents 0.01 Cu. Mt.

In recording dimensions of work, the sequence of length, width, and height (depth) or

thickness shall be followed.

5 The distance which constitutes lead shall be determined along the shortest practical

route and note necessarily the route actually taken. The decision of

the Engineer-in-charge in this regard shall be taken as final.

6 Where no lead is specific, it shall mean “all leads".

7 Lift shall be measured from plinth level.

8 Up to “floor two level” means actual height of floor (Maxi. 4 M) up to 3 Mt. Above plinth

9 Definite particulars covered in the items of work, though not mentioned or included in it

specifications shall be deemed to be included therein.

10 Reference to specifications of Materials as made in the detailed specification of the

items of works is in the form of a designation containing them number of

the specification of the Materials and prefix ‘M’ e.g. "M-5"

11 Approval to the samples of various Materials given by the Engineer in charge shall not

absolve the contractor from the responsibility of replacing defective Materials brought

on site or Materials used in the work found defective at later date. The contractor

shall have no claim to any payment or compensation whatsoever on accounts any

such Materials being rejected by the Engineer-in-charge.

12 The contract rate of the item of work shall be for the work completed in all

13 No collection of Materials shall be made on site before it is got approved

from the Engineer-in-charge.

14 Collection of approved Materials shall be done at site of work in a systematic manner.

Materials shall be stored in such manner as to prevent damage ,deterioration of

intrusion of foreign matter and to ensure the preservation of their quality and fitness for

15 Materials , if and when rejected by the Engineer - in - charge, shall be immediately

removed from the site of work.

16 No Materials shall be stored prior to, during and after execution of a structure in such

a way as to cause or lead to damage or overloading of the various components of

17 All works shall be carried out in a workman like manner as per the best techniques

for the particular item.

18 All tools, templates, machinery and equipment for correct execution of the work as well

as for checking lines, levels, alignment of the work during execution shall kept

in sufficient numbers and in good working condition on the site of the work.

19 The mode, procedure and manner of execution shall be such that it does not cause

damage or overloading of the various components of the structure during execution or

after completion of the structure.

20 Special modes of construction not adopted in general Engineering practice, if

proposed to be adopted by the Contractor, shall be considered only if the contractor

provides satisfactory evidence that such special mode of construction is safe, sound

and helps in speedy 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 of the responsibility of any adverse effects and consequence of

adopting here in the course of execution or completion of the work.

21 All installations pertaining to water supply and fixtures thereof as well as drainage

lines and sanitary fittings shall be deemed to be completed only after giving satisfactory

tests by the contractor.

22 The contractor shall be responsible for observing the rules and regulations imposed

under the “ Minor Minerals Act ”, and such other laws and rules prescribed

by Government from time to time.

23 All necessary safety measures and precautions (including those laid down in

the various relevant Indian Standards) shall be taken to ensure the safety of men,

Materials and machinery on the works as also of the work itself.

24 The testing charges of all Materials shall be borne by the Contractor.

25 Approval to any of the executed items for the work does not in any way relieve

the contractor of his responsibility for the correctness, soundness and strength

of the structure as per the drawings and specifications.

26 I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATION FOR THE ITEMS AS

PER STANDARD P.W.D. TECHNICAL SPECIFICATION FOR THE ITEMS AND

AGREE TO ABIDE BY THEM. (ALSO AVAILABLE ON AMC WEB SITE)

27 IN CASE OF WHERE THERE 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

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

SUMMARY OF COST AND

SCHEDULE OF QUANTITIES AND RATES

_ SUMMARY OF COST AND RECAPITULATION SHEET

_ SCHEDULE OF QUANTITIES & RATES

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

1 The schedule of quantities and rates are to be read for the purpose of pricing in

conjunction with instructions to tenderers, technical specifications, drawings and

general conditions of contract for civil works.

2 The Price quoted in the summary of costs; sheet of schedule of quantities and rates

shall be in all inclusive value for the work described including all costs and

expenses which may be required in and for the execution of the work described

together with all general risks, liabilities and obligations set forth or implied in the

document on which the tender is based.

3 The quantities furnished are approximate. In the event of actual quantities varying

from those furnished herein below or items deleted or added, the Rates quoted for the

entire work shall remain firm and no extra claims in this respect will be

entertained. The payment shall be made based on the actual quantities in the

4 All works shall be carried out strictly as per detailed specifications whether actually

specified or not. If not specified, as per directions of Engineer in charge

5 Rates quoted by Tenderer shall be firm even if the contract is split. If tenderer does not

agree to keep his quoted Rates valid under such a condition he shall clearly state so in

6 Rates and the total amount entered in the summary of cost sheet of schedule

6 Rates and the total amount entered in the summary of cost sheet of schedule

of quantities and rates shall be written in ink and shall be entered both in figures

7 If Tenderer need any clarifications, they should obtain the same in writing

from owner/ Engineer. No notice will be taken of any verbal discussion in such matter.

1 Rate and amount shall be written both in figures and words.

2 Refer Schedule of quantities for items of Works & Estimated Quantities.

3 Plans are available with Asst. City Engineer. Tenderers are instructed to see

them during office hours in his office before quoting tender.

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

GENERAL TENDER CONDITIONS

1 After sanctioning of tender, a work order will be issued to the contractor. In response

contractor shall have to arrange for Security Deposit within 10 days for works up to

lacks of tender amount and 15 days for works above 10 lacks of tender amount. The

time limit shall be counted after 10 days for works up to 10 lacks of tender amount and

15 days for works above 10 lacks of tender amount after issuance of work order. 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. 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

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

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

AMC for one year.

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

which tender to be accepted and awarded.

4 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, Addl.C.E.’s

decision shall be final.

5 If watering is not done as per norms/specifications or if debris is not removed within

hours, then without notice, AMC shall have a right to execute that work at contractor’s

risk and the amount shall be recovered from the bill.

6 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 contractor will be responsible for

damage and shall have to repair/reinstate the damaged existing services. The

contractor shall have to safe guard the labours against any accident or damage of lives

or public property if any.. 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 with shoring, strutting and shuttering.

Contractor shall safeguard the labour before allowing labour to enter in excavated pit or

other hazardous site. In case of accident to labours, contractor shall be held

responsible for police complain against him. AMC’s staff will not be responsible for any

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

8 Only registered contractor shall quote the tender, if the contractor is registered with

government then they shall have to apply for registration in AMC within 180 days from

the date of work order.

9 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.

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

11 Any time of litigation shall be in court of Ahmedabad city jurisdiction only.

12 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.

13 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.

14 Cost of testing of material shall be borne 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.

15 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.

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

obstruction to any one in any way.

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

18 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.

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

compensation or right.

20 In case of extra item, AMC circular no. 9 Dt.08.05.12 shall be follwed in general 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

21 During execution of work, contractor shall take safely measures like protection by

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

requirement & instruction of Egg.- 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 contractor’s negligence.

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

get it signed by Ass. City Engineer. Contractor shall maintain record of daily No.of

labours employed, work done. If rectification work is not done by contractor within

days, the contractor shall be finned Rs.250/- per day for delay & shall be recovered

from the contractors bill.

23 Contractor shall not be entitled for any type of compensation or right for the

cancellation of tender or tender items by any means.

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

in to force, by State or Central Govt.

25 1% amount shall be deducted for labour welfare fund as per state Govt. order.

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

27 Specifications are placed on AMC website www.egovamc.com for tender items, PWD

manuals should be followed in general.

28 Contractor shall have to register the work as per labour act & as per building safely act,

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

commissioner office, Khanpur, Ahmedabad.

29 In case, at the time of submitting tender copy in duplicate, if single copy of tender bid is

quoted by contractor then it shall be treated as cancelled at the time of opening (

except E-Tendering).

30 At the time quoting tender, if tender fee or EMD is not deposited then tender shall be

treated as cancelled at the time of opening of tender.

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

32 In case of water pipe line work, If materials are not available from AMC central stores,

then the time limit delay of providing materials by central stored shall be given to the

33 In case of road grouting work tender, if at the time of resurfacing paver work, If paver

gets stucked in grouting work then contractor shall have to rectify the poor grouting

work without any cost.

34 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 positions to provide

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

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

35 Running bill amount should be restricted to 90% sanctioned tender amount and

remaining 10% amount shall be paid in final bill after completion of work..

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

Contractor’s Name and seal Add. City Engineer

Mobile No. EAST ZONE

Address Ahmedabad Municipal Corporation

ENGINEERING DEPPARTMENT

Providing, Supplying, fixing, repairing work of paverblock/nibhada Stone Paving & other related work at

natvar vakil ni chali,dholeshvar mahadev ni chali and other places in Old Gomtipur Area of Gomtipur Ward of

East Zone in AMC. (A.R.C.)

RECAPITULATION SHEET Months

Sr.No DESCRIPTION AMOUNT

MAIN ESTIMATED TENDER COST

C.F. THIS TOTAL FROM TENDER ABSTRACT SHEET --

AMOUNT ( A ) IN ₹.

(1) WRITE HOW MUCH PERCENTAGE HIGHER

OR LOWER IN FIGURES _______________ % LOWER / HIGHER

(Strikeout which ever is not applicable)

(2) WRITE HOW MUCH PERCENTAGE HIGHER or LOWER IN WORDS -

NT LOWER/HIGHER

(Strikeout which ever is not applicable)

(3) AMOUNT ( B ) IN ₹.

AMOUNT (C) IN ₹.

IF PERCENTAGES QUOTED IS HIGHER THAN ADD AND SUM IT. ( i.e. C=A+B) OR IF

PERCENTAGES QUOTED IS LOWER THAN DEDUCT AND SUBSTRATE IT. ( i.e. C=A-

(4) WRITE TOTAL TENDER AMOUNT IN WORDS - ₹

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

Providing, Supplying, fixing, repairing work of paverblock/nibhada Stone Paving & other related work at

Name of natvar vakil ni chali,dholeshvar mahadev ni chali and other places in Old Gomtipur Area of Gomtipur Ward of

Work :- East Zone in AMC. (A.R.C.)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Supplying and fixing Nimbhada ladi 37 to 50 mm

thick for walk-way, covering the activity of

1 excavation, ramming, Laying on sand bedding as 749.51 236.61 Smt

per requirement to fix the Nibhada Stone in Line &

Level with cement pointing in cement mortar 1:2

Labour work di fixing

for d any kind of paving with

2 cement pointing in CM 1:2, including watering,

ramming etc comp. as directed

Laying on Sand bedding as per requirement to fix

the C.C.Block / Nibhada Stone in Line & Level.

For Water Table & Kerb on Sand bedding as per

b requirement to fix the C.C.Block / Nibhada Stone in 15.00 31.25 Rmt

Removing any kind of pavement incl stacking of

3 serviceble material disposal of unserviceble 550.00 12.50 Smt

material with 50 meter lead and lift.

Conveyance charge for C.C blocks / Nibhada , WT

Curb of any design from any site of work to any

AMC store within limit incl. loading, unloading etc

comp as directed. ( without breakage )

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

5 materials and disposing off the excavated stuff 399.88 115.92 Cmt

upto 50 Meter lead.(A) Loose or soft soil

Conveyance charge of earth ,lime, murrum,

6 building rubbish, manual garbage, sludge

,excavated rock , fly ash, aggregate of any kind etc.

lead Up to 1 KM 10.00 256.16 cmt

lead Up to 1.5 KM 10.00 268.12 cmt

lead Up to 2 KM 88.64 278.18 cmt

lead Up to 2.5 KM 50.00 287.46 cmt

lead Up to 3 KM 10.00 296.43 cmt

Providing and laying cement concrete 1:5:10 (1-

Cement : 5- Coarse sand : 10- hand broken stone

7 aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- coarse sand : 6- hand broken stone

8 aggregates 40 mmnominal size) and curing 1.00 2976.00 Cmt

complete excluding cost of formwork in (A)

Foundation and Plinth

Providing and laying cement concrete work 1:2:4

(1- Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

9 complete excluding cost of formwork and 1.00 3923.53 Cmt

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base or columns and Mass

Providing TMT Bar FE 500D reinforcement for

10 R.C.C. work including bending, binding and placing 53.90 75.46 Kg

in position complete upto floor two level

Providing and Laying of Rubber Moulded Paver

Block Grey/Coloured 60 mm thick, M-35 Grade of

any size / shape (Usually Brick type) using black

trap good quality aggragate of 20 mm nominal size

for footpath, parking areas, service lanes and other

areas as mentioned in the drawing / instruction of

engineer in charge. Cost includes formworks using

rubber mould, Rate providing and laying paver

blocks as per required grading and specification.

11 The paver block shall be mechanically compacted. 200.00 501.60 Smt.

The work of paving blocks shall be executed in line

and level by skill mason of flooring work only. It

should be laid in such a way that the no cutting of

the paver block to be necessary. if cutting of paver

block necessary then it should be cut by machine

only and carting. The finished surface of the paver

block shall have resonably good, plain finished.

Paver blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of

Providing andll laying

b ofll interlocking

blocks of high density 80mm thick (Usually Brick

type)made from M-40 grade concrete using 6 mm

to 20 mm machine crushed well graded stone

aggregate, sand of approved quality, OPC 53 grade

cement with contractor's own concrete mix

design as approved by AMC, for parking, road. Cost

Includes formwork, using rubber/FRP mould,

laying paver block as per required grading and

12 specification laid paver block shall be 21.21 572.00 Smt.

mechanically compacted. The work of the paving

blocks shall be executed in line and level by skilled

mason of flooring work only. It should be laid in

such a way that the no cutting of the paver block to

be necessary. Cutting of paver block by machine

cut only and carting to be done. The Finished

surface of the Paver Block shall have reasonably

good plain finish. Paver blocks shall be compacted

and shall be re-laid if necessary. Gravel or such

Supplying and fixing of 300 mm-L x 150 mm-B x

380 mm-H Kerb block for Footpath in M-20 grade

using 20 mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork

mould with well equipped with vibratory system

for kerb stones of approved design including

curing, etc. complete, including the cost of

13 formwork etc. complete. The rate shall also 50.00 350.89 Rmt

include necessary cutting of asphalt, fixing the

Kerb stones in line and level on 5 cm thick sand

bedding with necessary equipments and materials.

The rate shall also include the flush pointing in CM

(1:3) for all joints of the kerbstones. Filling of zari

alone the sides of the kerb stone fixed with

Bituminous concrete Bituminous concrete / C.C.

mixed in proper position to flush with the road

Providing, supplying and fixing precast C.C. blocks

(M-20) edge kerb having size of 75 x 300 x

14 mm depth and as per design conveying it to the 50.00 174.58 Rmt.

site, jointing into C:M 1:3 and racking out the

joints incl. necessary excavation of asphalt, soil

Supplying and fixing of 380 mm H x 300 mm L x

200 mm B Kerb block for Central Verge in M-20

grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timba or equivalent quality

for pre-cast blocks, reasonably exposed finish/

formwork, mould with well equipped with

vibratory system for kerb stones of approved

design including curing, etc. complete, including

the cost of formwork etc. complete. The rate shall

also include necessary cutting of asphalt, fixing the

Kerb stones in line and level on 5 cm thick sand

bedding with necessary equipments and materials.

The rate shall also include the flush pointing in CM

(1:3) for all joints of the kerbstones. Filling of zari

alone the sides of the kerb stone fixed with

Bituminous concrete / C.C. mixed in proper

position to flush with the road surface as directed

by Engineer in change to form a portable mixture.

Providing And Jointing Stoneware Pipes Incl.

Excavation Up to 2 Mt. Refilling, Transporting

Pipes To Work Site, Unloading, Lowering In

Trench, jointing material Such As Cement, sand,

Hemp Bitumen As Directed, Incl. Watering The

Trenches Spreading And Carting away Of Surplus

material as directed by engineer in charge. 23 cm

Providing And Supplying ISI Standard RCC pepes

(of Sulphate Resisting Cement) in Standard lengths

of following class and diameter suitable for rubeer

ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to

departmental stors, stacking etc. (NP3 Class )

300 mm dia 5.00 755.00 Rmt

Lowering, laying and jointing RCC piepes in

C.M.1:1 1/2 of following diameters in proper

18 position, grade and alignment at all level as

directed by Engineer in charge including

conveyance from stores to site of work, labour etc.

300 mm dia 5.00 119.00 Rmt

Constructing Chamber of following size including

excavation, refilling, BBCC (1:5:10) for foundation,

C.C.Channel (1:2:4), finished 15 mm thick cement

19 plaster inside in CM 1:3, finishing with cement

slurry, Brick masonary in CM 1:5 & excluding the

cost of chamber seat cover etc..completed.

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to

0.75 X 0.75 mt. size (Inside Clear) Depth from

to 1.20 meter for pipe dia <=230 mm

Constructing Slab Type M.H. Chamber Of The

Following Size Including Excavation, Refilling,

Brick Bats Cement Concrete (1:5:10) of thickness

15 C.M., CC Channel (1:2:4) of thickness 10 C.M.,

finished 15 mm thick cement plaster inside &

outside (Only for shaft) In Cm 1:3, Finishing With

20 Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe

Coated Steps 35 Cm C/C At 35 Cm Staggered

Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of

thickness 15 C.M.,Including Cantering &

Reinforcement (Single jalli at 15 C.M. c/c bothway

10 mm dia.)But Excluding The Cost Of Manhole

Seat Cover Etc..Completed Of Size 0.75 X

1.00 to 2.00 meter depth 1.00 5651.78 No.

Constructing Slab type M.H. Chamber of the

following size including excavation, refilling, brick

bats cement concrete(1:5:10) of thickness 15 C.M.,

CC Channel (1:2:4) of thickness 10 C.M., finished

15 mm thick cement plaster inside & outside (Only

for shaft) in CM 1:3, finishing with cement slurry,

21 P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm

c/c at 35 cm staggered in masonary CM 1:5, RCC

Slab in CC 1:1.5:3 of thickness 23 C.M., including

Cantering& reinforcement (double jalli at 15 C.M.

c/c bothway 12 mm dia.) but excluding the cost of

Manhole seat cover etc..completed. of Size 1.00 X

1.40 meter (Inside Clear, M.H. length should be

1.00 to 2.00 meter depth 1.00 10177.67 No.

2.00 to 3.00 meter depth 1.00 19258.03 No.

Cutting the pipes of following dia coming in the

new M.H.in running sewer including cutting bars,

22 including removing debris /silt from the M.H. and

carting at a suitable distance etc..complete as

Repairing damaged M.H. incl. removing damaged

brick and repairing by masonry in C.M. 1:5 and

23 plaster in C.M. 1:3 and fixing C.I. steps and M.H.

and carting the same as directed.

(A) up to 0.15 mt. (@ Two Coarse) 10.00 732.14 No.

(B) up to 0.35mt. (@ Four Coarse) 5.00 1160.71 No.

(C) up to 0.65 mt. (@ Seven Coarse) 1.00 1794.64 No.

Repairing damaged I.C./ Raising removing

damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and existing chamber sheet cover,

removing the debris from chamber and carting the

same as directed.

Making connection to the ex.M.H.in running sewer

incl.Dewatering and other required machinery etc.

of following dia pipes at any convenient time. All

damaged work shall be well repaired as per

instructions. etc..complete. 150 to 300 mm

Providing F.R.C. MH seat cover incl. carting to the

work site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers

& Frames Cover : 728mm ø & 100 mm thick

circular cover, 35.00 MT load design, 100x2mm

MS flat allround, 16mm ø plain round bar for

lifting the cover & should be fitted with plastic

a cups. Frame : 560 mm ø clear opening, outer size 5.00 2843.00 No.

888x888x175 mm. On the upper periphery of

frame 25 x 3 mm wide MS flat should be well

embed in concrete to protect the edges of frame.

FRC E.H.D.-35 manhole cover & frame described as

FRC heavy duty cover size 730 mm. & 90 mm thick

b circular cover 20 M.T. design load and frame size 5.00 2759.00 No.

560 mm clear opening size 890 x 890 x 120 mm

FRC medium duty cover size 670 mm dia & 70 mm

c thick 10 M.T. load design and frame size 560 mm 5.00 1996.00 No.

clear opening outer size 780 x 780 x 120 mm

FRC medium duty Chamber seat cover (FRC) cover

706 x 556 x 50 mm rectangular cover frame size

600 x 450 mm clear opening outer size 816 x

Carting and Fixing M.H., Chamber or Catchpite Seat

and Cover in line and level to match exisisting

road level in C.C. 1:2:4 and finishing smooth,

watering and protecting for 7 days etc. complete

as directed. M.H. seat cover will be supplied

byA.M.C.(from any store)

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same after

completion of the connection work as directed

(B) 350 mm to 600 mm dia 5.00 302.67 No.

Barricading the entire break down or excavated

area on rental basis using wooden ballies /

M.S.angles at max. 2.00 meter centre to centre,

C.G.I. Sheet, reflective paint / Board out side to

29 avoid accident & for smooth traffic diversion & 50.00 80.35 Rmt

movement including cautionary board etc. Item

also includes for making temporary sufficient nos

of lighting arrangement through out the work with

necessary required arrangement. ..The same shall

Constructing Bombay Pattern Type Catch Pit of

size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick brick

maso. wall in the prop. of CM (1:6) with 40 mm

thick IPS flooring in the prop M15 at bottom and

15 mm thick cement plaster inside the catch pit in

the proportion of CM (1:3) with out jali etc. comp.

Providing and Fixing Heavy Duty FRC catch pit jali

with frame 600mm x 600mm clear opening

31 opening etc. comp.. As directed directed by 5.00 2127.00 No.

engineer in charge.

Providing and setting 50 to 60 mm thick rouge

kotah stone water table in line, level and in

required gradient including 25 mm thick beddcing

in C.M. 1:6 (1 Part of cement : 6 Part of coarse

32 sand) with sufficient ramming consolidation.

Providing joints in C.M. 1:3 (1 Part of cement :

Part coarse sand) and smooth pointing in C.M. 1:1

(1 Part of Cement, 1 Part of coarse sand) including

watering etc. complete and as per details in tender