Drainage line upgradation work in different area of Khokhra area in Amraiwadi Ward of East Zone

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  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 --

Drainage line upgradation work in different area of Khokhra area in Amraiwadi Ward

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

LOCAL COMPETITIVE BIDDING -- TENDER CLASS -- E2

Time Limit (Months)

Issue Date 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 --

Drainage line upgradation work in different area of Khokhra area in Amraiwadi Ward

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 ₹ 12000.00 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 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-

Drainage line upgradation work in different area of Khokhra area in Amraiwadi Ward

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 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 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

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 Deposit.

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 limi 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.

Drainage line upgradation work in different area of Khokhra area in Amraiwadi Ward of East Zone

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 agreement.

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 level.

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 the work.

15 Materials , ifand 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 structure.

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 besuch 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

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 thoselaid 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 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 bid.

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 words.

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 10 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 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 accident at the site

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

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,

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-

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 contractor.

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

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.

37 Contractor has must completed CCRS Complaint whith in SLA time as per Below Table

Department Problem SLA Category

Engineering Water-Pollution In Supply 24 Hours Water>>Engineering

Engineering Drainage- Manhole Cover 24 Hours Drainage>>Engineering

Engineering Road-Waterlogged Due To 24 Hours Storm Water

Engineering Road-Bhuva On Road 48 Hours Road

Engineering Road-Other 48 Hours Road

Engineering Water-Leakage In Main 48 Hours Water>>Engineering

Engineering Drainage-Other 48 Hours Drainage>>Engineering

Engineering Drainage- Choking Of Line 48 Hours Drainage>>Engineering

Engineering Road-Footpath Repairing 168 Footpath

Engineering Building-Municipal 168 Building>>Engineering

Engineering Road-Catch Pit Repairing 96 Hours Storm Water

Engineering Road-Repair Require 72 Hours Road

Engineering Water -Other 72 Hours Water>>Engineering

Engineering Drainage-Public Toilets 72 Hours Drainage>>Engineering

Engineering Water-low pressure 240 Water>>Engineering

Engineering Water-No Supply 240 Water>>Engineering

Engineering Public Building-Public 360 Public Building

38 The tender outlines the manner in which the appointed contractor is to execute the work within

the timeframes specified in the table above.

38 In the event that the assigned work under the tender is not completed on time or the contractor refuses

to carry out the work, an amount equal to double the cost incurred for executing the work will be

deducted from the contractor's bill as a penalty.

39 In cases where a single contractor has submitted multiple tenders for the same work and has been

awarded the contract as the lowest bidder, the contractor is required to deploy a separate labour gang to

execute the work for each individual tender.

40 Under the water works tender, the contractor is required to deploy separate persones to check the

water during the morning supply, in accordance with the instructions of the concerned In charges

41 The contractor must be ensure that the utility services not to damage during execution of work, and they

must re-instatement work of damaged utility services accordingly as per A.M.C Circular No-3, dated on

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 DEPARTMENT

Drainage line upgradation work in different area of Khokhra area in Amraiwadi Ward of East Zone

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 /

(Strikeout which ever is not applicable)

WRITE HOW MUCH PERCENTAGE HIGHER or LOWER IN

(Strikeout which ever is not applicable)

(3) AMOUNT ( B ) IN ₹.

TOTAL AMOUNT (C) IN ₹.

TOTAL 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

Drainage line upgradation work in different area of Khokhra area in Amraiwadi Ward of East

Item No. Item / Description Qty Rate Unit Total

1 Excavation for pipe line trenches etc. for all with shoring

and strutting if required as per required gradient and line

including safety provisions using site rails and stacking

excavated stuff including up to all required lead cleaning

the site etc. complete for all lifts and strata as specified. In

all sort of soils and soft murrum

vi) For every extra additional depth of 1.5 m or part there of

beyond 7.5 m depth

(GWSSB SOR 2022-23, Item No. 1, Page No.32 of 112 ;

Section-1 & 2.B)

2 Excavation in bituminous road as per required gradient and

line including safety provisions using site ralls and

stacking excavated stuff including up to all requiredlead 20.00 251.00 m3

cleaning the site etc. complete for all lifts as specified.

(GWSSB SOR 2022-23, Item No. 2 , Page No.33 of 112 ;

Section-1 & 2.B)

3 Providing bedding incl. ramming, watering,levelling,

consolidating etc. as per standard and instruction of

engineer incharge . As above with required quality Sand

brought from Outside including all lead

(GWSSB SOR 2022-23,Part- 1&2 B (Labour Sec.), Item No.

4 Extra rate over item of excavation of earth if excavation is

to be done in wet condition without resorting to pumping 10.00 20.00 m3

out incl. of bailing out of water.

(AMC SOR-January 2016, Drainage Section, Sr No.3)

5 Shoring or timbering for trench with 50 mm thick planks

and suitable size truts etc. complete.

(GWSSB SOR-2022-23, Section -1.G (M & R), Item -16, Page

6 Providing and supplying of Class SN8 Structured Wall

polyethelene Piping systems (Pipe with online/offline

coupler and elastomeric sealing ring) with non-smooth

External Annular Corrugated and Smooth Internal Surfaces

(Double Wall) for non-pressure underground Sewerage &

Drainage application as per EN:13476-3 (manufacture

with Anti-roadent Chemical) including all local and central

taxes, transportation, freight charges, octroi, inspection

charges, loading, unloading,conveyance to the

departmental stores etc. complete. (ID Dia)

Item No. Item / Description Qty Rate Unit Total

(GWSSB SOR 2022-23, Section-1&2A(Material section),

Item No. 5, Pg.No. 10 of 112)

7 Lowering, laying and jointing of class SN 8 structured wall

( External Annular Corrugated & Smooth Internal surface)

Polyethylene Piping and fittings with the help of coupler (

on line / off line ) attached with one end of pipes, sliding

over the elastomeric sealing rubber ring placed on the

specified valley of the corrugation at the spigot end,

lowering the same into the trench, laying on the lower

bedding (constructed at bottom of trenches) at prescribed

gradient, depth & alignment, testing the water tightness of

the joints, ensuring the continuity tests of specified pipe

segments etc. complete as per drawing, specifications &

detailed engineering, including carriage of pipes & fittings

from site stacks to the place of laying etc. as per direction

of Engineer-in-charge.

(GWSSB SOR 2022-23, Section-Part 1&2 B(Labour Sec)

Item No. 10, Pg. No. 38 of 112)

8 Manufacturing, testing, supplying, loading, transporting to

worksite, unloading. RCC pipe in SRC Cement of

following class with Socket and spigot joints as per IS 458 -

2021 including EPDM Rubber ring as per IS 5382-1985

etc. comp. As Directed by Engineering in charge.

(GWSSB SOR 2022-23, Item No. 10.1.D Page No.15 of 112 ;

Section-1 & 2.A)

(GWSSB SOR 2022-23, Item No. 10.1.E Page No.15 of 112 ;

Section-1 & 2.A)

Item No. Item / Description Qty Rate Unit Total

9 Lowering, laying and jointing R. C. C. pipes of following

diameters in proper position, grade and alignment at all

level as directed by Engineer-in-charge including

conveyance from stores to site of work, labour, giving

hydraulic testing as per ISI code.

R.C.C. PIPES (At any Depth)

(GWSSB SOR 2022-23, Item No. 11.b Page No.38 & 39 of

112 ; Section-1 & 2.B)

Providing and supplying ISI marked only Standard length

Stoneware pipes in standard lengths of following class and

diameter including all taxes, insurance, transportation,

10 freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc.

(GWSSB SOR 2022-23, Item No. 11.1 Page No.17 of 112 ;

Section-1 & 2.A)

Lowering, laying and jointing Stone Ware pipes of

following diameters with cement joints in C. M. 1:1

proportion in proper position, grade and alignment at all

11 level as directed by Engineer-in-charge including

conveyance from stores to site of work, Jointing material

(GWSSB SOR 2022-23, Item No. 12 Page No. 40 of 112 ;

Section-1 & 2.B)

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 plaster

12 inside in CM 1:3, finishing with cement slurry, Brick

masonary in CM 1:5 & excluding the cost of chamber seat

cover etc..completed.

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

b 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to

0.90meter for pipe dia <=20 mm. 8.00 3219.00 No.

c 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

1.20 meter for pipe dia <=230 mm

AMC Drainage SOR 2016 I.No.11

Item No. Item / Description Qty Rate Unit Total

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 P/F 4mm dia MS Steel HDPE

13 coated steps 35 cm C/C at 1:1.5:3 of thickness 15 C.M.,

including cantering & reinforcement (single jali at 15 C.M.

C/C bothway 10 mm dia) But excluding the cost of

manhole seat cover etc. completed of size 0.75 *

meter (inside clear M.H. length should be parallel to the

a 1.00 to 2.00 meter depth (slab at ground level) 5.00 6330.00 No.

b 2.00 to 3.00 meter depth (slab at below 0.6 mt. from

ground level) 2.00 12763.00 No.

(As Per AMC SOR 2016, Drainage work, Sr. No. 12 a

14 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, 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

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

meter (Inside Clear, M.H. length should be parallel to the

flow, for pipe dia <= 800 mm)

a 1.00 to 2.00 meter depth, (Slab at Ground level) 2.00 11399.00 No.

b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From 1.00 21569.00 No.

c 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From 0.00 30092.00 No.

d 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From 0.00 49336.00 No.

e 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From 0.00 74628.00 No.

(As Per AMC SOR 2016, Drainage work, Sr. No. 14)

15 Extra rate over item of Constructing Slab Type M.H.

Chamber of following size for constructing M.H. Chamber,

per 1.00 Decimetre of additional depth or part thereof. etc.

complete. Of size 1.00 x 1.40 mt. (inside clear) and Depth

a 4.00 to 5.00 meter depth, 0.00 584.00 DM

b 6.00 to 7.00 meter depth, 0.00 601.00 DM

c 8.00 to 9.00 meter depth, 0.00 618.00 DM

d 9.00 to 10.00 meter depth, 0.00 632.00 DM

(As Per AMC SOR 2016, Drainage work, Sr. No. 15)

Dismantling of existing Arch type manhole up to Arch

and then Const. Slab type manhole of following size

incl. excavation, refilling and & finished 15 mm thick

cement plaster inside in CM 1:3, P/F 4 mm dia

16 M.S.Steel HDPE coated steps 35 cm c/c at 35 cm

staggered in masonry CM 1:5, incl. cost of RCC Slab

in CC 1:1.5:3, including Cantering & reinforcement as

directed by engineer in charge. Rate includes carting

of debris and excavated soil

Item No. Item / Description Qty Rate Unit Total

1.00 x 0.75 mt (inside clear) RCC Slab of thickness

15 C.M& reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

1.00 x 0.75 mt (inside clear) RCC Slab of thickness

15 C.M& reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.) From 2 to 3 mt depth (Slab at

below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness

23 CM & reinforcement (double jalli at 15 C.M. c/c

bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

1.40 x 1.00 mt (inside clear) RCC Slab of thickness

23 CM& reinforcement (double jalli at 15 C.M. c/c

bothway 10 mm dia.) From 2 to 3 mt depth (Slab at

below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness

23 CM & reinforcement (double jalli at 15 C.M. c/c

bothway 10 mm dia.) From 3 to 4 mt depth (Slab at

below 1.00 mt. From G.L.)

17 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 cups. Frame : 560 mm ø

clear opening, outer size 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 above

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

b circular cover 20 M.T. design load and frame size 560 5.00 2759.00 No.

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 clear 5.00 1996.00 No.

opening outer size 780 x 780 x 120 mm

FRC medium duty Chamber seat cover (FRC) cover

x 556 x 50 mm rectangular cover frame size 600 x

mm clear opening outer size 816 x 666 x 100 mm (MD-

Central Store Circular 11(22-23),

18 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 5.00 840.00 No.

for 7 days etc. complete as directed. M.H. seat cover will

be supplied byA.M.C.(from any store)

AMC Drg SOR 2015-16, Item No.24

19 Cutting the pipes of following dia coming in the new

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

removing debris /silt from the M.H. and carting at a

a 150 mm to 300 mm dia. 5.00 1270.00 No.

b 400 mm to 600 mm dia. 2.00 1890.00 No.

c 700 mm to 900 mm dia. 0.00 2250.00 No.

AMC Drainage SOR 2016 I.No.20

Item No. Item / Description Qty Rate Unit Total

20 Temporary/ Permanent plugging and blocking of sewer

line , branch connections and diversion of flows and

removal of all plugs etc

a 300 mm dia. and below sewer line 5.00 1210.00 No.

b 400 to 500 mm dia. sewer line 0.00 1452.00 No.

c 600 to 700 mm dia. sewer line 0.00 2420.00 No.

(GWSSB SOR 2022-23, Section-B(Part-2D), Item No. 6, Pg.

21 Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within 50.00 22.00 m3

a radius of 3 km.

(GWSSB SOR 2022-23, Section-B(Part-1&2), Item No.

22 Providing and erecting C.I. and M.S. ventilatimg columns

15 cm. dia. with C.I. ornamental cap and min. 6.00 mtr.

height(ht. may be varing as per site) base fixed firmly with

necessary foundation with one coat of red lead oxide paint

and one coat of any approved colour with 15 cms. dia.

mt. in lenght wit 0.35 mt x 0.35 mt x M100 Encasing

stone ware or R.C.C. pipe connection with MH including

excavation and jointing as required etc. complete

a For 6 Mtr. Height (6 mtr. MS pipe) 0.00 33836.00 No

b For 12 Mtr. Height (2 mtr. C.I. & 10 mtr.MS pipe) 0.00 41230.00 No

(GWSSB SOR 2022-23, Section-B(Part-2D), Item No.5, Pg.

23 Providing and fixing S.W. gully trap with C.I. grating brick

masonry chamber and water tight CI cover with frame of

300 mm x 300 mm. size (inside) with standard weight

i) Square mouth traps (B) 150 mm x 100 mm size P or R

(R & B SOR, 2023-24, Chapter-24, It. No. 24.19,Item code

:2406B, Page No.173)

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

Dewatering and other required machinery etc. of following

dia pipe at any convenient time. All damaged work shall be

well repaired as per instructions etc. complete.

a (i) 150 mm to 300 mm dia. pipe 5.00 1500.00 No.

b (ii) 400 m to 600 mm dia. pipe 0.00 2500.00 No.

c (ii) 700 m to 900 mm dia. pipe 0.00 3500.00 No.

(AMC SOR-January 2016, Drainage Section, Sr No.19)

25 Dewatering by pumping set of required capacity including

temporary platform carting pumping at site and fixing the

same in position including all accessories, and fuel and

labour etc. complete.

(GWSSB SOR 2022-23, Part-2 E (Misc.), Item No. 1, Page

Item No. Item / Description Qty Rate Unit Total

26 Providing and operation dewatering Pump including fuel

charges & operator Charges etc. as directed etc.

comp. (Shift for Eight Hour) (For Each Pump Set, No 50.00 600.00 Shift

payment should be allowed for non working condition of

( AMC SOR 2016_Drainage -SWD Pipe line -

Machinery -Item no.1)

27 Providing 10mm thick cement plaster in single coat on

brick/concrete walls for interior plastering upto floor two

level and finished even and smooth in (ii) Cement mortar

1:4 (1- cement :4-sand)

R&B SOR 23-24, Ah.City, I.Code17001B, I.No.17.58

28 Providing 20mm thick cement plaster in single coat

on single or half brick walls for interior plastering

upto floor two level and finished even and smooth 50.00 190.58 Sq.M.

in (ii) Cement mortar 1:4 (1-cement :4-sand)

R&B SOR 23-24, Ah.City, I.Code17003B, I.No.17.61

26 Extra over items of 20 mm and 10 mm thk. plaster for

finishing with a floating coat of neat cement slurry. 0.00 47.73 Sq.M.

R&B SOR 23-24, Ah.City, I.Code17004A, I.No.17.69

27 Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:6 (1- Cement :

-fine sand)(B) Conventional

(a) in foundation & Plinth 0.00 3981.21 Cu.M.

R&B SOR 23-24, Ah.City, I.Code06002BA, I.No.6.13

(b) Super Structure (Up to floor Two Level) 0.00 4253.46 Cu.M.

R&B SOR 23-24, Ah.City, I.Code06006B, I.No.6.19

28 Providing and laying cement concrete 1:4:8 (1- Cement : 4-

coarse sand : 8- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of 0.00 2653.67 Cu.M.

formwork in (A) Foundation and Plinth

R&B SOR 23-24, Ah.City, I.Code-05004A, I.No.5.3.3

29 Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in 100.00 75.46 kg

position complete upto floor two level

R&B SOR 23-24, Ah.City, I.Code-05014C, I.No.5.4.11

30 Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (A) 0.00 3977.88 Cu.M.

Foundations, footings, Base of columns and Mass

R&B SOR 23-24, Ah.City, I.Code-05024AA, I.No.5.8.2

31 Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (B) Walls,

from top of foundation level upto floor two level

R&B SOR 23-24, Ah.City, I.Code-05024BA, I.No.5.8.2

32 Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced 0.00 4460.36 Cu.M.

concrete work in (C) Slabs,landing,shelves,Balconies

Lintels, Beams, Girders and Cantilever upto floor two

R&B SOR 23-24, Ah.City, I.Code-05024CA, I.No.5.8.2

Item No. Item / Description Qty Rate Unit Total

33 Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. Height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal

of the same for in situ reinforced concrete and plain

concrete work in.

a Foundations Footings Bases of

Columns etc. and Mass concrete.

b Flat surfaces such as soffits of

supspened floors slabs Landings and the like. (1) 0.00 252.00 Sqm

Floors etc. upto 200 mm in thickness.

c Flat surfaces such as soffits of

suspended floor roof slabs Landings and the like. (2) 0.00 270.90 Sqm

Floors etc. above 200mm in thickness.

d Vertical surface such as walls

(any thickness) partitions and the like including 0.00 229.95 Sqm

attached buttresses & string course & the like.

R&B SOR 23-24, Ah.City, I.No.9.1 (Formwork)

34 Conveyance charge of earth ,lime, murrum, building

rubbish, earth manure or sludge ,excavated rock and

rubbish etc. comp.

a lead Up to 1 KM 0.00 256.16 cmt

b lead Up to 1.5 KM 0.00 268.12 cmt

c lead Up to 2 KM 0.00 278.18 cmt

d lead Up to 2.5 KM 0.00 287.46 cmt

e lead Up to 3 KM 0.00 296.43 cmt

f lead Up to 3.5 KM 0.00 303.84 cmt

g lead Up to 4 KM 0.00 312.45 cmt

h lead Up to 4.5 KM 0.00 319.67 cmt

i) lead Up to 5 KM 50.00 326.73 cmt

j lead Up to 10 KM 150.00 363.78 cmt

R&B SOR 23-24, Ah.City, I.Code 030201A1

35 Demoliton and disposal of unserviceable materials with all

i) Unreinforced cement concrete 0.00 603.23 m3

(R&B SOR 2023-2024, Ch. 20, Item No. 20.1, Page No.

36 Demolition of following including stacking of serviceable

material and disposal of unserviceable materials with all

i) Brick Work (Cement Mortar) 9.45 544.95 m3

(R&B SOR 2023-2024, Ch. 20, Item No. 20.11, Page

37 Dismentaling of the existing structure including removing

and stacking the dismentelled materials as and where 0.00 291.20 m3

directed (a) Stone Pavment

(NH Ahemdabad SOR 2022-23, item no. 2.4 (iii) (B))

38 Dismentaling tiled of stone floors laid in mortar including

stacking of serviceable materials and disposal of 0.00 47.25 Smt.

unserviceable material with all lead and lift

(R&B SOR 2023-2024, Ch. 20, Item No. 20.23, Page

39 Providing, Supplying laying, spreading Coarse sand as per

instructions of the engineer in charge.

(R&B SOR 2023-2024, Ch. 20, Sr. No. 140, code -

Item No. Item / Description Qty Rate Unit Total

40 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 Material by tipper to site,

laying in uniform layers in sub- base / base course on well

prepared surface and compacting with vibratory roller to

achieve the desired density as per Codal Provision.

A PRODUCTION & SUPPLY OF WMM 15.00 1708.13 m3

B LAYING OF WMM 15.00 31.25 m3

(EZ ROAD ARC Tender Year 2023-24)

41 Bitumen Cutting 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 75mm from the finished level.

Cutting shall be perfeclty in line. The width and depth of

the removal of asphalt towards kerbstone shall be as per

the drawing. Bitumen shall be carefully removed so that

the the cutting edge towards the road should not be 0.00 127.00 Rmt

disturbed. The work of removal of the asphalt will be

considered in this item asrunning meter of the cutting done

by machine. One cutting line will be considered per length

of the kerb stone. Bitumen and other debris shall be

disposed within 10.0km. as per the instruction of the

engineer in charge. Surroundings shall be cleaned to the

satisfaction of the engineer in charge.

42 Providing laying and jointing in true line and level 15mm

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two metre

C/C or shall be concealed as directed including necessary 20.00 71.93 Rmt.

fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of all

Building SOR 23-24, Item Code 23061

43 Providing laying and jointing in true line and level 25mm

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two metre

C/C or shall be concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of all

Building SOR 23-24, Item Code

44 Providing laying and jointing in true line and level 40mm

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two metre 0.00 146.65 Rmt.

C/C or shall be concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of all

Building SOR 23-24, Item Code

Item No. Item / Description Qty Rate Unit Total

45 Extra rate in above item for 3.0 mm thick T-rib type

HDPE Lining to be installed in the RCC pipe during

manufacturing of RCC pipe by vertical vibration casting

process. The rate includes manufacturing, supplying to

factory site of RCC Pipe, installing in mould of RCC Pipe

including field jointing of liner as per specif. Liner should

be jointed and installed to correct line in the pipe as per

direction and guideline prescribed by manufacturer.

46 To provide Tractor with Hydraulic Trolley, with driver &

fuel, to carryout different works during day/night for 8 10.00 2104.09 Shift

GWSSB Shif SOR22-23Part

W k h ll b 2E Misc.i d I.No.7 h i i

47 Providing & Supplying JCB Machine on rental basis in

case of emergency situation and break down type work &

also during unavoidable condition as per instruction of

engg.incharge , rate includes all nece. shifting, fuel and 30.00 600.00 Hr.

operating charges and stacking of useful & non-useful

materials separately up to store.

AMC Drg. SOR 15-16 Machinery, I.No.4, rate/1.12

48 Supplying, labour for diffrent work for activities like

excavation, removing debris, etc. comp. as directed by

E i h (day/night)

mazdoor (Wi h ll l i d k)

b Mason 2nd Class 15.00 633.00 No.

c Welder 0.00 689.00 No.

d Fitter 10.00 640.00 No.

e Supervisor 50.00 711.00 No.

R&B SOR 23-24, section-B Labour, Sr.No22, code

49 Providing & Supplying Hitachi Machine-110 capacity on

rental basis in case of emergency situation and break down 0.00 2000.00 Hr.

AMC Drg. k &SOR l d15-16

50 Providing & Supplying Hitachi Machine-200 capacity on

rental basis in case of emergency situation and break down 0.00 2700.00 Hr.

AMC Drg. k &SOR l d15-16

51 Providing & Supplying hydra carne Machine of 12 tone Per 8 hr

capacity on rental basis in case of emergency situation and Shift

d SOR 15-16 k& l d i I.No.7id bl

52 Supplying Electric Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator, fuel, 30.00 1200.00 shift

power Supply etc. Complete as Directed.

AMC Drg. SOR 15-16 Machinery, I.No.9

53 Supplying Pneumatic Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator, fuel, 18.00 600.00 Hr

AMC Drg. l 15-16C Machinery,

54 Supplying of Pavdi tractor with driver having cultivator

and pavdi arrangenments to roads to remove deposited 0.00 312.50 Hr

Tenderi Rate f i i h

55 Hiring and operating the 20 KV 3 Phase Electric Generator

for operating desilting machinery, and lighting and other 50.00 2800.00 shift

AMCi Drg. SORi 15-16

Item No. Item / Description Qty Rate Unit Total

56 Barricading the entire break down or excavated area on

rental basis using wooden ballies / M.S.angles at max.

meter centre to centre, C.G.I. Sheet, reflective paint /

Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc. 200.00 90.00 Rmt

Item also 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

57 Providing Dead Centring using good quality Country

Wood Planks, wall Plate of required thickness and size

including placing the nece. supports of reqd. size, nailing,

fixing with mortar, levelling. All specification for dead 50.00 350.00 Smt

centring as per standard engg. practice etc. comp. as

( AMC SOR 2016_Drainage -SWD Pipe line -Drainage

Work -Item no.27)

58 Hiring and operating Road Roller incl. Cost of fuel and

operator/driver including the cost of to and fro

transportation for compaction work as per instruction of 0.00 2372.88 Per Day

Engg. In Charge

(R&B SOR 2023-2024, Ch. 20, Sr. No. 1177, code -

59 Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and applying 0.00 83.30 Kg

a priming coat of red lead paint.

(R&B SOR 2023-2024, Ch. 20, I. No. 11.4 code -

60 Repairing damaged M.H. and rasing M.H. up to road level

incl. removing damaged brick work and repairing by

bupi tok 0.15 mt. (@

b up to 0.35mt. (@ Four Coarse) 2.00 1,160.71 No.

c up to 0.65 mt. (@ Seven Coarse) 0.00 1,794.64 No.

d up to 0.90 mt. (@ Ten Coarse ) 0.00 2,160.71 No.

61 Raising of Existing manhole item includes,cutting of

existing road surround by Manhole by diamond cutter

machine dismantling of road in confined area by breaker

machine and carting of dismantal material.item also

included necessarey brick work to raise the manhole at

road level in CM 1:3 item also included fixing of Manhole

frame at exact road level by using MaserEmaco S

trowable fibre reinforced thixotropic repair mortal material

Laying of concrete made form Master Emaco 5 346 0.00 6,846.43 No.

flowable micro concrete material in desired thickness and

laying of hot bitumanous material in Upper layer and

compaction of hot bitumanious material by palte

compactor machine .Rate also included necessary plaster at

inside of manhole in CM 1:3 in 20 MM thickness on raised

(AMC approved Rate)

62 MH/CH SET cover and frame

a (SET cover and frame) F.R.C. Extra Heavy Duty [EHD-

35] Machinehole Covers & Frame- 560mm ø clear

b (SET cover and frame) F.R.C. Heavy Duty [HD-20]

Machinehole Covers & Frames- 560mm ø clear

c (Only Cover) F.R.C. Heavy Duty [HD-20]

Machinehole Covers & Frames- 560mm ø clear

Item No. Item / Description Qty Rate Unit Total

d (Only Frame ) F.R.C. Heavy Duty [HD20] Machinehole

Covers & Frames560mm ø clear opening, The

e (SET cover and frame) F.R.C. Medium Duty [MD-10]

Machinehole Covers &Frames- 560mm ø clear

f (Only Cover ) F.R.C. Medium Duty [MD10]

Machinehole Covers & Frames560mm ø clear

g (Only Frame ) F.R.C. Medium Duty [MD10]

Machinehole Covers & Frames560mm ø clear

h (SET cover and frame) F.R.C. Medium

Duty [MD-10] Chamber Covers & Frame- 600 x

i) (Only Cover ) F.R.C. Medium Duty [MD10] Chamber

Covers & Frame- 600 x450 mm clear opening, The

j (Only Frame ) F.R.C. Medium Duty [MD10] Chamber

Covers & Frame- 600 x450 mm clear opening, The

k F.R.C. Light Duty [LD-2.5] Chamber Cover: 706 x

x 50mm rectangular cover, 2.5:00 MT load design,

l F.R.C. Medium Duty [MD-10] Chamber

Cover: 710 x 560 x 70mm rectangular cover,10.00 MT