New Footpath construction work from Fuwara circle to madhuvan garden to Soma bechar ni chali on T.P road and Paver block laying work at other places in viratnagar ward East zone.

2 TOTAL ESTIMATED COST  ₹

3 EARNEST MONEY  ₹

In DEMAND DRAFT / PAY ORDER 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 -- E1

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-

8 DOWN LOAD DATES FOR

TENDER FROM WEB SITE  ------ TO --------

9 DATE ON OR BEFORE WHICH

THE TENDER MUST REACH

THE OFFICE  29-Apr-26 5.00 PM

10 OPENING DATE OF THE

TENDER BY THE OFFICE  30-Apr-26 12.00 Noon

11 LOCAL COMPETITIVE BIDDING

-- TENDER CLASS -- E1

12 MODE OF SENDING THE   IN SEALED COVER BY REGISTERED

TENDER POST OR IN PERSON.

 TENDER SENT BY ORDINARY POST

WILL BE REJECTED OUTRIGHT.

 CONDITIONAL TENDER WILL BE

REJECTED OUTRIGHT.

13 DESCRIPTION ESSENTIAL TO   NAME OF THE WORK.

BE MADE ON SEALED COVER TENDER No.--

 DATE OF RECEIVING TENDER BY

14 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 --

vqJoÍtul rJhtxldh Jtuzobtk VwJtht mfoj &e b^wJl dtzol &R mtubt cuahle atje mw^e xe.ve. hM<t Wvh Vwxvt&

cltJJtlw <&t yLg swœe-swœe søgtytuyu vuJh çjtuf ltkFJtlt/lJe Vwxvt& cltJJtlt ftb ctc<.

TENDER NOTICE No. -- 33 TENDER No. --

LOCAL COMPETITIVE BIDDING -- TENDER CLASS -- E1

Time Limit (Months)

Issue Date ------ Last Date of 29-Apr-26 Opening 30-Apr-26

ofT ender --- -------- Receiving of 5.00 PM Date of 12.00 Noon

From - To Tender --- Tender-

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 E1 or registered with Government of Gujarat

in Class E1 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.

Filled up tender shall be received by Asst. Manager, East Zone Zonal Office,

Ahmedabad Municipal Corporation, Harubhai Maheta Bhavan, Viratnagar Char Rasta,

Nikol, Ahmedabad - 382415 on or before last date of receiving tender with Tender Fee

and E.M.D.as per information in memorandum above.

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

SPECIAL GENERAL INSTRUCTIONS TO TENDERERS

NAME OF WORK --

vqJoÍtul rJhtxldh Jtuzobtk VwJtht mfoj &e b^wJl dtzol &R mtubt cuahle atje mw^e xe.ve. hM<t Wvh Vwxvt&

cltJJtlw <&t yLg swœe-swœe søgtytuyu vuJh çjtuf ltkFJtlt/lJe Vwxvt& cltJJtlt ftb ctc<.

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 ₹ 24996.00 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 imposed.

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

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-

vqJoÍtul rJhtxldh Jtuzobtk VwJtht mfoj &e b^wJl dtzol &R mtubt cuahle atje mw^e xe.ve. hM<t Wvh Vwxvt&

cltJJtlw <&t yLg swœe-swœe søgtytuyu vuJh çjtuf ltkFJtlt/lJe Vwxvt& cltJJtlt ftb ctc<.

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

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

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 machine.

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 entertained.

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 measures.

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 of 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 Money

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 limit

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 Contractor.

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.

vqJoÍtul rJhtxldh Jtuzobtk VwJtht mfoj &e b^wJl dtzol &R mtubt cuahle atje mw^e xe.ve. hM<t Wvh Vwxvt&

cltJJtlw <&t yLg swœe-swœe søgtytuyu vuJh çjtuf ltkFJtlt/lJe Vwxvt& cltJJtlt ftb ctc<.

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 aspects.

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 the

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 shallbe 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 ALSOGONE 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 THEM.

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

PAGE -- 1 of 2 SHEDULE

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 completed work.

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 his

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

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 and

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.

PAGE -- 2 of 2 SHEDULE

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 with AMC.

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

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

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

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 accident at the site of the work.

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 payment.

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 contractor.

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 24 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

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 festivals.

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..

36 To allot number of tenders to successful bidders, in case if any contractor is lowest in

more than one tender.

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

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

Name New Footpath construction work from Fuwara circle to madhuvan garden to

of Work Soma bechar ni chali on T.P road and Paver block laying work at other places

:- in viratnagar ward East zone.

Name vqJoÍtul rJhtxldh Jtuzobtk VwJtht mfoj &e b^wJl dtzol &R mtubt cuahle atje mw^e xe.ve. hM<t

of Work Wvh Vwxvt& cltJJtlw <&t yLg swœe-swœe søgtytuyu vuJh çjtuf ltkFJtlt/lJe Vwxvt&

cltJJtlt ftb ctc<.

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 -

PERCENT 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-B )

(4) WRITE TOTAL TENDER AMOUNT IN WORDS - ₹

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

New Footpath construction work from Fuwara circle to madhuvan garden to Soma

bechar ni chali on T.P road and Paver block laying work at other places in

viratnagar ward East zone.

Name of vqJoÍtul rJhtxldh Jtuzobtk VwJtht mfoj &e b^wJl dtzol &R mtubt cuahle atje mw^e xe.ve. hM<t Wvh Vwxvt&

Work :- cltJJtlw <&t yLg swœe-swœe søgtytuyu vuJh çjtuf ltkFJtlt/lJe Vwxvt& cltJJtlt ftb ctc<.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Labour work for WPL

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

1 materials and disposing off the excavated 800.00 115.92 cmt

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

soil (R & B Sor 2023-24)

Demolition and disposal of unserviceable

all lead and lift.(i) Lime concrete. (AMC ARC

Demolition including stacking of serviceable

materials and disposal of unserviceable

materials with all lead and lift. (AMC ARC

(I) R.C.C work. 10.00 680.40 Cmt.

Removal of existing kerb stones of any type,

any size, any thickness in safe manner with

base PCC including excavation etc and refix

the same as desired location as per drawing

and as directed by Engineer in charge. Rate

shall be inclusive of removing with all

subbase (including excavtion), refixed the

same (approved before reuse) on existing

4 base PCC, addition kerb of same profile (if 100.00 71.28 Rmt.

required and shall be paid relevant tender

item), disposal unserviceable material with

all lifts and up to any lead at non objectional

place and stacking the serviceable material

(paver) upto AMC store including loading,

unloading as directed by Engineer-in-charge.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any

kind executed outside the road site. Rate

5 also includes spreading & levelling etc

complete. Internal conveyance above 50 mt

done within the work site is not payable. (R

a) Lead up to 1 Km. 23.38 cmt

b) Lead From 1Km to 2 Km. 30.94 cmt

c) Lead From 2 Km to 3 Km. 38.37 cmt

d) Lead From 3 Km to 4 Km. 45.52 cmt

e) Lead From 4 Km to 5 Km. 500.00 52.42 cmt

e) Lead From 5Km to10 km 500.00 78.54 cmt

e) Lead From 10 Km to15 km 104.65 cmt

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

6 consolidation each deposited layer by 50.00 90.85 Cu.M

ramming and watering (Based on Building

SOR 2023-24 , P-41 - Item code- 04006)

Labour charge of cutting in bituminous

pavement. Cutting to be done with heavy

duty tandom cutting machine consist of

diamond blade. Minimum cutting depth shall

be 75 mm from the finished level. Cutting

shall be perfeclty in line. The width and

depth of the removal of asphalt towards

kerb stone shall be as per the drawing.

Bitumen shall be carefully removed so that

the the cutting edge towards the road

7 should not be disturbed. The work of 50.00 111.76 Rmt.

removal of the asphalt will be considered in

this item as running meter of the cutting

done by achine. One cutting line will be

considered per length of the kerb stone.

Bitumen and other debris shall be disposed

within 10.0 km. as per the instruction of the

engineer in charge. Surroundings shall be

cleaned to the satisfaction of the engineer in

charge. (AS PER RA)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Filling of Zari along the sides of the

kerbstone fixed, prepared with Bituminous

Concrete mixed in proper proportion as

directed by Engineer- In -Charge to form a

pourable mixture.(AS PER Marker Rate)

Applying priming coat over new steel and

any other surface after and including

preparing the surface by throughly cleaning,

oil, grease, dirt and other foreign matter and

scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed

priming paint brushing red lead (AMC ARC

Painting Two Coats on divider and footpath

curb surface / New Concrete Surface (

Painting two coats after filling the surface

with synthetic enamel paint in all shades on

new plastered concrete surfaces) (AMC ARC

Filling foundation and plinth with murrum or

selected soil in layers of 20 cm thickness

including watering, ramming and

consolidation etc. Complete . For filling in

central verge & Footpath. (Based on

Building SOR 2023-24)

Supplying Pneumatic Breaker Machine for

RCC Slab or Asphalt Demolishing Work on

site by using Operator, fuel, power Supply

etc. Complete as Directed. (No payment

12 should be allowed for non working condition 50.00 600.00 Hour

of machinery and for pipe line excavation

and M.H. work.Allowed only for break down

work) ( Based on Previously approved rate

Providing and laying cement concrete 1:2:4

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

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth (R & B SOR-2023-24)

Reinstatement work for Central verge

and footpath Kerb Stone (AMC ARC SOR)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Providing & Supplying JCB Machine on

rental basis in case of emergency situation

and break down type work & also during

unavoidable condition as per instruction of

15 Engg. In Charge, rate includes all nece. 50.00 600.00 hours

Shifting, fuel and operating charges and

stacking of useful & non-useful materials

separately up to store. (AMC ARC SOR)

Providing and Laying of Rubber Moulded

Paver Block Grey/Coloured 60 mm thick, M-

35 Grade of any size ; shape (Usually Uni-

Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for

footpath, parking areas, service lanes

and other areas as mentioned in the

drawing/instruction of engineer in charge.

Cost includes formworks using rubber

mould, Rate providing and laying paver

blocks as per required grading and

specification. The paver block shall be

16 mechanically compacted. The work of 250 501.60 Smt

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 materials

shall not be allowed for production. Laying

on 5cms thick sand beddding. (AMC SOR )

Providing and laying Cement Concrete 1:5:10

(1-Cement : 5-Fine Sand : 10-Graded Brick

17 Bat Aggregates 40mm Nominal Size) and 20.00 2457.01 cmt

curing complete. (R & B SOR 2023-24)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Providing and laying of interlocking grey

Paver Blocks of high density 80mm thick

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 specification laid paver

block shall be mechanically compacted. The

work of the paving blocks shall be executed

in line and level by skilled mason of flooring

work only. It should be laid in such a way

that the no cutting of the paver block to be

necessary. Cutting of paver block by machine

cut only and carting to be done. The Finished

surface of the Paver Block shall have

reasonably good plain finish. Paver blocks

shall be compacted and shall be re-laid if

necessary. Gravel or such type of materials

shall not be allowed for production. Laying

on 5 Cms thick sand bedding. (ROAD

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Paver Block Providing and laying shot

blasted Non - interlocking, Paver blocks of

specified thickness, size, grade of concrete

and colour machine made and blasting by

automatic shot blasting machine and high

density of as per approved sample of

approved make for footpath, parking areas,

service lanes,cross over and other areas as

mentioned in the drawing. Including

providing and laying 50 mm thick averave

bedding layer of coarse sand below paver

block as per required grading and

19 specification. Laid paver block shall be 1250 669.65 Smt

mechanically compacted. The work of the

paving blocks shall be executed in line and

level by skilled mason of flooring work only.

Small size of paver block with same

specification shall be used at residue or at

end. It should be laid in such a way that the

no cutting of the paver block to be

necessary. If cutting of paver block shall be

required , than cut by machine only and

laying to be done by skilled flooring mason.

The finished surface of the paver block shall

have coarse sand Texture Finish. Pave blocks

shall be compacted and shall be re-laid if

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Paver Block Providing and laying shot

blasted Non - interlocking, Paver blocks of

specified thickness, size, grade of concrete

and colour machine made and blasting by

automatic shot blasting machine and high

density of as per approved sample of

approved make for footpath, parking areas,

service lanes,cross over and other areas as

mentioned in the drawing. Including

providing and laying 50 mm thick averave

bedding layer of coarse sand below paver

block as per required grading and

20 specification. Laid paver block shall be 100 758.93 Smt

mechanically compacted. The work of the

paving blocks shall be executed in line and

level by skilled mason of flooring work only.

Small size of paver block with same

specification shall be used at residue or at

end. It should be laid in such a way that the

no cutting of the paver block to be

necessary. If cutting of paver block shall be

required , than cut by machine only and

laying to be done by skilled flooring mason.

The finished surface of the paver block shall

have coarse sand Texture Finish. Pave blocks

shall be compacted and shall be re-laid if

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

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

21 the Kerb stones in line and level on 5 cm 100 431.96 Rmt

thick sand bedding with necessary

equipments and materials. The rate shall

also include the flush pointing in CM (1:3) for

all joints of the kerbstones. Filling of zari

alone the sides of the kerb stone fixed with

Bituminous concrete mixed in proper

position as directed by Engineer in change to

form a portable mixture. In any case Gravel

or such type of materials shall not be

allowed for productiona) Laying on 5 cm

thick Sand Bedding (ROAD PROJECT)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

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 formwork etc. complete. The rate

shall also include necessary cutting of

22 asphalt, fixing the Kerb stones in line and 100 350.89 Rmt

level on 5 cm thick sand bedding with

necessary equipments and materials. The

rate shall also include the flush pointing in

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

Filling of zari alone the sides of the kerb

stone fixed with Bituminous concrete mixed

in proper position as directed by Engineer in

change to form a portable mixture. In any

case Gravel or such type of materials shall

not be allowed for production. a) Laying on

cm thick Sand Bedding.(ROAD PROJECT)

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 sand) with sufficient

ramming consolidation. Providing joints in

C.M. 1:3 (1 Part of cement : 3 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 specification & as directed

by engineer in charge. (ROAD PROJECT SOR)

Size : 1' x 1'(40 to 50 mm thick) 5 103.52 Rmt

Labour work for fixing Interlocking Blocks /

any kind of pavement on up to 50 mm th

23 sand bedding, levelling, watering and fixing 100 68.64 Smt

in line & level as well cleaning the site

etc.comp. as directed. (AMC ARC SOR)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Labour work of fixing Kurb any design of

central verge, (both side) footpath kurb,

items includes necessary excavation, asphalt

cutting of any thickness, erecting in line and

position and pointing with cement mortar

(1:3), watering, etc complete, filling with zari

along the side of the kurb, the kurb stone fix

prepared with bitumnious top surface, as

directed by engineer in charge. (AMC ARC

Providing and fixing Swiss type bollard made

out of 1.5mm CRC sheet ,height

140cms,bottom dia 23cm,top dia 12cm with

direction plate of 30 cm dia fabricated

necessary anchors as directed and also

provide through out lengh pipe of 25 NB for

25 the strenthing of bollard and reflectorised 10 3696.00 Nos.

Micro Prismatic Grade Sheet (Type XI)and

three yellow strip 6 Inches wide of Type XI

Retro reflective Sheeting, fixing with P.C.C

M25 grade concrete(Foundation size

30cm×30cm×35cm).(As per approved RA of

Traffic Department)

Construction of RCC nosing in central verge

using M-200 grade cement concrete. The

item includes cost of centering & shuttering,

reinforcement, both side cement plaster in

26 C:M 1:3 mortar & curing etc. complete. Half 2 5877.52 Nos.

round portion of the nosing shall be made by

using mild steel .(AS PER TRAFFIC DEPT RA)

Repairing damaged M.H. and rasing M.H. up

to road level incl. removing damaged brick

work and repairing by brick masonry in C.M.

27 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and existing MH sheet cover, removing

the debris from MH and carting the same as

directed. (AMC ARC SOR)

(A) up to 0.15 mt. (@ Two Coarse) 1.00 732.14 No

(B) up to 0.35mt. (@ Four Coarse) 1.00 1160.71 No

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

ProvidingandfixingM.S. grills of required

patternto different fabricated structure with

M.S.flatsat required spacings and frame

28 alround, square or round bars with round 50.00 100.17 kg

headed bolts and nuts or by screws (A) Plain

Grill. (R & B SOR 2023-24)

Dismentling steel work including

29 distempering and stacking the materials with 1 3.63 kg

all lead and lift (R & B SOR 2023-24)

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 avoid accident & for

smooth traffic diversion & movement

30 including cautionary board etc. Item also 200 79.99 rmt

includes for making temporary sufficient nos

of lighting arrangement through out the

work with necessary required arrangement.

The same shall be removed after completion

of work. (Only for break down work from

start to complete)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

RETRO–REFLECTORISEED TRAFFIC SIGN

Informatory signage

60cmx45cmrectangular plus45cmx

20cmrectangular additional plate.

Providingandfixingofreflectorisedcautionary,

mandatoryandInformative

signas per IRC-67-2012

madeofmicroprismaticgrade sheetingasper

ASTM4956-09Type-XI fixed over

4mmthickAluminumComposite

Material supportedWith frame fabricated

fromsuitable sizeMS angle

31 40mmx40mmx5mmrectangularboxasrequire 1 4512.50 No.

donamildsteelangleiron

post65mmNBMSMWpipeorequivalentMSPip

esection firmlyfixedto

theground.Thetotalheightofpole/Standpost

is3.3mtandclearheight is

2.1 fromthe footpath topor ground level

bymeansof properlydesigned

foundation withM25 grade cement concrete

45cmx45cmx60cmbelow

footpath/groundlevelasperapproveddrawing

includingexcavation,curing

etc.completeunderthesupervisionof

engineerInCharge.Thepoleshallbe

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Mandatory Signage

60cm circular plus 60 cm x 20cm

rectangular additional plate.

Providingandfixingofreflectorisedcautionary,

mandatoryandInformative

signas per IRC-67-2012

madeofmicroprismaticgrade sheetingasper

ASTM4956-09Type-XI fixed over

4mmthickAluminumComposite

Material supportedWith frame fabricated

fromsuitable sizeMS angle

40mmx40mmx5mm squareboxor circular as

32 requiredonamildsteel 1 5084.82 No.

angle ironpost 65mmNBMSMWpipeor

equivalentMSPipe section

firmlyfixedtotheground.Thetotalheightofpole

/Standpost is3.3mtand

clearheightis2.1fromthefootpathtoporgroun

dlevelbymeansofproperly

designed foundationwithM25grade cement

concrete45cmx45cmx60cm

belowfootpath/groundlevelasperapproveddr

awingincludingexcavation,

curingetc.completeunder thesupervisionof

engineerInCharge.Thepole

shallbePaintedwithbestQualityepoxycoatingi

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Cautionary signage

60cm equilateral triangle plus 60 cm x 20cm

rectangular additional

plate.Providing and fixing of reflectorised

cautionary, mandatory and

InformativesignasperIRC-67-

2012madeofmicroprismaticgradesheeting

asperASTM4956-09Type-

XIfixedover4mmthickAluminumComposite

Material supportedWith frame fabricated

fromsuitable sizeMS angle

40mmx40mmx5mm squareboxor equilateral

33 triangleas requiredona 1 4111.61 No.

ironpost65mmNBMSMWpipeorequivalentM

firmlyfixedtotheground.Thetotalheightofpole

/Standpost is3.3

mtandclearheight

is2.1fromthefootpathtoporgroundlevelbyme

properly designed foundation with M25

grade cement concrete

45cmx45cmx60cmbelowfootpath/ ground

level asper approveddrawing

CATEYE/PavementMarker(MNCtwonail)mad

eoutofacrylicStrene

Acrylonitrile or hi-impact poly Steren fitted

with moulded of

metheacrylate(MNC)reflectorcubecorner

reflectordesign,filledwithtightly

adheringpootingcompoundasperASTMD-788

34 size11.5x7x1.60cmsor 1 160.71 No.

10x10x1.75cmsprovidedwithbituminous

adhesive in sufficient quantity

fixingwithtwoshrank.Reflectoronbothside.Co

luminationasperspecificationandcompressive

strenth13tonesat23degree

centigrade etc.B) Double side lenses.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC

in mechanical mix plant carriage of mixed

35 Material by tipper to site, laying in uniform 2,010.00 cmt

layers in sub- base / base course on well

prepared surface and compacting with vibratory

roller to achieve the desired density as per

Codal Provision.(Approved Rate )

a Production & Supply of WMM 320.00 1,975.00 cmt

b Laying of WMM 320.00 35.00 cmt

36 Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of thickness

up to 0.20 meter including demolishing the asphalt

carpet, metal,s oiling/cutting Reinforcement

etc.comp. with stacking the material as directed.

(Based on Previously approved rate by C E sir )

a up to 0.20 meter thickness (By Manual) 2500.00 71.1 Smt

0.20 to 0.30 meter (By any type of Breaker Machine

or R.C.C.Cutter machine including cost of operator, 15.00 177.76 Smt

b fuel, & transportation etc complete.

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including cost of 5.00 311.08 Smt

c operator, fuel, & transportation etc complete.