Providing and laying Drainage line, extension work of SWD & Drainage line , BreakDown repairing and stone paving and other related work in Nikol Area in Viratnagar ward of East Zone.(ARC)

Providing and laying Drainage line, extension work of SWD & Drainage line

BreakDown repairing and stone paving and other related work in Nikol Area in

Viratnagar ward of East Zone.(ARC)

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AUTHORITY -- ENGINEER --

DY. MUNICIPAL COMMISSIONER (EAST ZONE) ADD.CITY ENGINEER (EAST-ZONE)

AHMEDABAD MUNICIPAL CORPORATION AHMEDABAD MUNI. CORPO.

EAST ZONE OFFICE EAST ZONE OFFICE

HARUBHAI MAHETA BHAVAN HARUBHAI MAHETA BHAVAN

VIRATNAGAR CHAR RASTA - NIKOL VIRATNAGAR CHAR RASTA -NIKOL

AHMEDABAD - 382415 AHMEDABAD -

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

MEMORANDUM OF WORK IN BRIEF

1 NAME OF WORK --

Providing and laying Drainage line, extension work of SWD & Drainage

line , BreakDown repairing and stone paving and other related work in

Nikol Area in Viratnagar ward of East Zone.(ARC)

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 -- 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-

8 DOWN LOAD DATES FOR

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

9 DATE ON OR BEFORE WHICH

THE TENDER MUST REACH

THE OFFICE  10-Aug-26 6.00 PM

10 OPENING DATE OF THE

TENDER BY THE OFFICE  11-Aug-26 5.00 PM

11 LOCAL COMPETITIVE BIDDING

-- TENDER CLASS -- E2

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 --

Providing and laying Drainage line, extension work of SWD & Drainage

line , BreakDown repairing and stone paving and other related work in

Nikol Area in Viratnagar ward of East Zone.(ARC)

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

LOCAL COMPETITIVE BIDDING -- TENDER CLASS -- E2

Time Limit (Months)

Issue Date ------ Last Date of 10-Aug-26 Opening 11-Aug-26

ofT ender --- -------- Receiving of 6.00 PM Date of 5.00 PM

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 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.

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 --

Providing and laying Drainage line, extension work of SWD & Drainage

line , BreakDown repairing and stone paving and other related work in

Nikol Area in Viratnagar ward of East Zone.(ARC)

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 ₹ 9999.00 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-

Providing and laying Drainage line, extension work of SWD & Drainage

line , BreakDown repairing and stone paving and other related work in

Nikol Area in Viratnagar ward of East Zone.(ARC)

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.

Providing and laying Drainage line, extension work of SWD & Drainage

line , BreakDown repairing and stone paving and other related work in

Nikol Area in Viratnagar ward of East Zone.(ARC)

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

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 shall be responsible for observing the rules and regulations imposed

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

Government from time to time.

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

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

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

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

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

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

structure as per the drawings and specifications.

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

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

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

27 IN CASE OF WHERE THERE IS NO TECHNICAL SPECIFICATION FOR THE ANY

ITEMS AVAILABLE, SPECIFICATION GIVEN BY THE ENGINEER IN CHARGE

SHALL BE FOLLOWED. AND FOR THE SAME I AGREE TO ABIDE BY 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

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.

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 be

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 Municipal Commissioner Reserves right to allot number of tenders to successful

bidder, 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

Providing and laying Drainage line, extension work of SWD & Drainage line

NAME BreakDown repairing and stone paving and other related work in Nikol Area in

Viratnagar ward of East Zone.(ARC)

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RECAPITULATION SHEET Months

Sr.No DESCRIPTION AMOUNT

MAIN ESTIMATED TENDER COST

C.F. THIS TOTAL FROM TENDE

(1) WRITE HOW MUCH PERCENTAGE HIGHER

OR LOWER IN FIGURES _______________ % LOWER / HIGHER

(Strikeout which ever is not applicable)

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

NT LOWER/HIGHER

(Strikeout which ever is not applicable)

(3) AMOUNT ( B ) IN ₹.

IF PERCENTAGES QUOTED IS HIGHER THAN ADD AND SUM IT. ( i.e.

(4) WRITE TOTAL TENDER AMOUNT IN WORDS - ₹

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

Providing and laying Drainage line, extension work of SWD & Drainage line , BreakDown

repairing and stone paving and other related work in Nikol Area in Viratnagar ward of East

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jd<e ytLþmtkdef ftbdehe fhJtLþ ftb. (Jtr»tof xuLzh)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

1 Excavation for pipe line trenches for water supply,

sewerage lne, manhole etc. all with shoring and

struting 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

(GWSSB SOR 2022-23 Item No 1 Page 32)

a Upto 1.50 mt depth 80.00 89.00 Cmt

b 1.5 mt to 3 mt depth 20.00 98.00 Cmt

c 3.00 mt to 4.50 mt depth 1.00 103.00 Cmt

d 4.50 mt to 6.00 mt depth 1.00 109.00 Cmt

2 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,soiling /cutting reinforcement etc.comp.

with stacking the material as directed.

(AMC approved SOR Rate Jan-2016)

a up to 0.20 meter thickness (By Manual) 30.00 71.10 Smt

b Up to 0.30 meter (By any type of Breaker Machine or

R.C.C.Cutter machine including cost of operator, fuel, 5.00 177.76 Smt

& transportation etc complete.

c 0.30 meter & above (By any type of Breaker Machine

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

fuel, & transportation etc complete.

3 Refilling the pipeline trencheds incl. ramming,

watering, consolodating desposal of surplus stuff as

directed within a radius of 3 km.

(GWSSB SOR 2022-23 Item No. 14, Page 40)

a Refilling as directed 5.00 22.00 Cmt

b *-do-with selected soil brought from outside incl. all

4 Conveyance charge of earth,lime,murrum, building

rubbish,manual garbage,sludge ,excavated rock,fly

ash, aggregate of any kind etc. comp. up to 5 Km. lead

(R&B SOR 23-24, P-6 - Item code- 030201A1) 100.00 326.73 Cmt

Quantity Shoud not be more then the quantity

equal to excavation minus back filling. (No bulkage)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

5 Providing and supplying ISI marked only standard

length Stoneware pipes in standard lengths of

following class and diameter including all

taxes,insurance, transportiton, freight charges, octroi, -

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete (IS - 651 -

1989) Class AA (GWSSB SOR 2022-23 Item No. 11.2,

6 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 level as directed by Engineer-in- charge including -

conveyance from stone to site of work, Jointing

material etc.comp.

(GWSSB SOR 2022-23 Item No 14 Page 40)

7 R.C.C.Pipe Horizontal Cast

Providing and supplying ISI Standard RCC pipes (of

sulphate resisting Cement )in standard lengths of

following class and diameter suitable for rubber ring

joints (socket and spigot) including all taxes,

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete.

Note: One collar should be supplied with each full

length plain ended RCC pipe, cost included in rates

below. One rubber ring should be supplied with each

full length socketed pipe, cost included in rates below.

Class NP3 Test pressure 0.7 Kg/Sq.Cm

(GWSSB SOR 2022-23 Item No. 10.1 D, Page 15)

a 300 mm dia 50.00 755.00 Rmt

b 450 mm dia 1.00 1,361.00 Rmt

8 Lowering, laying and jointing R.C.C. pipes in C.M.1:1

1/2 of following diameters in proper position , grade

and alignment at all level as directed by Engineer-in- -

charge including conveyance from stone to site of

work, labour giving hydraulic testing as per ISI code.

NP3 (GWSSB SOR 2022-23 Item No. 11 B, Page 39)

a 300 mm dia 50.00 119.00 Rmt

b 450 mm dia 1.00 171.00 Rmt

c 500 mm dia 0.00 189.00 Rmt -

d 600 mm dia 0.00 228.00 Rmt -

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

9 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

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

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

seat cover etc. completed.

(AMC approved SOR Rate Jan-2016)

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

0.90meter for pipe dia <=150 mm.

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

0.90meter for pipe dia <=20 mm.

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

1.20 meter for pipe dia <=20 mm

10 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

mm thick cement plaster inside & outside (Only for

shaft) In Cm 1:3, Finishing With Cement Slurry, P/F

Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C At

Cm Staggered Masonary In Cm 1:5, Rcc Slab In -

Cc1:1.5:3 of thickness 15 C.M.,Including Cantering &

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

mm dia.)But Excluding The Cost Of Manhole Seat

Cover Etc..Completed Of Size 0.75 X 1.00 Meter

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

(AMC approved SOR Rate Jan-2016)

a 1.00 to 2.00 meter depth, (Slab at Ground level) (for

pipe dia <=230 mm)

b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt.

From G.L.) (for pipe dia <=300 mm)

11 Rate reduction over item of Constructing Slab Type

M.H. Chamber of size 1.00 x 0.75 mt for constructing

slab @ depth more than 0.60 mt below Ground Level 0.00 460.71 DM -

(Max. 3 unit of DM should be reduced in this item)

(AMC approved SOR Rate Jan-2016)

12 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 23 C.M., including Cantering &

reinforcement (double jalli at 15 C.M. c/c bothway

mm dia.) but excluding the cost of Manhole seat cover

etc..completed. of Size 1.00 X 1.40 meter (Inside Clear,

M.H. length should be parallel to the flow, for pipe dia

(AMC approved SOR Rate Jan-2016)

a 1.00 to 2.00 meter depth, (Slab at Ground level) 5.00 10,177.68 No.

b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

c 3.00 to 4.00 meter depth, (Slab at below 1.00 mt.

d 5.00 to 6.00 meter depth, (Slab at below 1.00 mt.

e 7.00 to 8.00 meter depth, (Slab at below 1.00 mt.

13 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 from

(AMC approved SOR Rate Jan-2016)

a 4.00 to 5.00 meter depth, 1.00 521.43 DM

b 6.00 to 7.00 meter Depth 0.00 536.61 DM -

c 8.00 to 9.00 meter Depth 0.00 551.79 DM -

d 9.00 to 10.00 meter Depth 0.00 564.29 DM -

14 Rate reduction over item of Constructing Slab Type

M.H. Chamber of size 1.00 x 1.40 mt for constructing

slab @ depth more than 0.60 mt for ( MH 2 to 3 mt

depth) and 1.0 mt for (MH above 3.0 mt depth) below 1.00 586.61 DM

Ground Level (Max. 5 unit of DM should be reduced in

(AMC approved SOR Rate Jan-2016)

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

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.

(AMC approved SOR Rate Jan-2016)

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

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

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

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

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.)

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

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

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

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

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.)

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

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.)

16 Provdg. & laying S.W. Gully trap with brick

masonry chamber & water tight G.T.Stone including

fixing of cover Square mouth trap 100 mm x100 mm 5.00 1,279.40 No.

(R&B SOR 23-24, P-173 - Item code- 24006AA)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

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

incl. Dewatering and other required machinery etc. of

following dia pipes at any convenient time. All -

damaged work shall be well repaired as per

instructions. etc..complete.

(AMC approved SOR Rate Jan-2016)

c 700 mm to 900 mm dia 1.00 3,125.00 No.

18 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 suitable distance etc..complete as -

directed. No payment for M.H. work will be made

until pipe is not cut completely in all respect.

(AMC approved SOR Rate Jan-2016)

c 700 mm to 900 mm dia 1.00 2008.93 No.

19 Providing Kachha of Pakka Dummy in the following

dia pipes and removing the same after completion

of the connection work as directed. -

(AMC approved SOR Rate Jan-2016)

a 100 mm to 300 mm dia. 30.00 199.11 No.

b 350 mm to 600 mm dia 1.00 302.68 No.

c 650 mm to 900 mm dia 1.00 642.86 No.

20 Levelling or orientation of existing gully trap chamber

incl. Nece. masonry in CM 1:6 and plaster in CM 1:3

etc. using old G.T.stone and cover etc. comp. 5.00 71.43 No.

(AMC approved SOR Rate Jan-2016)

21 Repairing damaged I.C./ Raising removing

damaged brick work and repairing by brick masonry in

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

steps and existing chamber sheet cover, removing 5.00 401.79 No.

the debris from chamber and carting the same as

(AMC approved SOR Rate Jan-2016)

22 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. 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 approved SOR Rate Jan-2016)

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

b up to 0.35mt. (@ Four Coarse) 10.00 1,160.71 No.

c up to 0.65 mt. (@ Seven Coarse) 10.00 1,794.64 No.

d up to 0.90 mt. (@ Ten Coarse ) 5.00 2,160.71 No.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

23 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 488 trowable fibre reinforced

thixotropic repair mortal material Laying of concrete

made form Master Emaco 5 346 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 brickwork.

(AMC approved Rate)

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

work site etc. comp. Directed. -

(AMC approved Rate Central Store 2023)

a 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 5.00 2843.00 No.

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.

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

circular Cover 20 M.T. design load and frame size

560 mm clear opening size 890 x 890 x 120 mm.

c FRC medium duty cover size 670 mm dia & 70 mm

thick 10 M.T. load design and frame size 560 mm

clear opening outer size 780 x 780 x 120 mm

d FRC medium duty Chamber seat cover (FRC) cover

x 556 x 50 mm rectangular cover frame size 600 x

450 mm clear opening outer size 816 x 666 x 100 mm

e FRC light duty Chamber seat cover (FRC) cover

with rectangular frame (LD-2.5) Cover & Frame - 600 5.00 1631.00 No.

x 450mm clear opening,

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

and Cover in line and level to match exisisting road

level in CC 1:2:4 and finishing smooth, watering and

protecting for 7 days etc. complete as directed. M.H. 2.00 750.00 No.

seat cover will be supplied by A.M.C.(from any store)

(AMC approved SOR Rate Jan-2016)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

26 Providing Dead Cantering 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 1.00 312.50 Smt

for dead centring as per standard engg. practice etc.

comp. as directed.

(AMC approved SOR Rate Jan-2016)

27 Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris

from trench back filling etc. comp. as directed by

a Mazdoor at day /Night

(R&B SOR 23-24, P-39 - Item code- 1065 L037)

b Makadam/ supervision at day / Night

(R&B SOR 23-24, P-39 - Item code- 1058 L029)

28 Brick work using common burnt clay building bricks

having crushing strength notless than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5 (1- 1.00 4,011.66 Cmt

Cement :5-fine sand) (B) Conventional

(R&B SOR 23-24, P-70 - Item code- 06001BA 6.12)

29 Providing 15 mm thick cement plaster in single coat

on Rough (Similar) side of single or half brick walls for

interior plastering upto floor two level and finished 1.00 174.83 Smt

even and smooth in (i) Cement mortar 1:3 (1-

(R&B SOR 23-24, P-129 - Item code- 17002A 17.6)

30 Supplying cutting, bending, binding and placing in

position steel as per plan and design and as per IS

2502 including cost of steel and binding wire for

reservoirs/ structuresonly including lift up to 6 meter -

height or depth below GL for all diameters.

(GWSSB SOR 2022-23 Item No. 9, Page 45)

a TMT bars Fe-415 grade for all diameters 0.05 73,208.00 MT

31 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 1.00 3,661.30 Cmt

(R&B SOR 23-24, P-53 - Item code- 05010AA 5.3.13)

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

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

aggregates 40 mm nominal size) and curing complete 1.00 2,492.51 Cmt

excluding cost of formwork in (A) Foundation and

(R&B SOR 23-24 P-52 - Item code- 05006A 5.3.4)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

33 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 including

cautionary board etc. Item also includes for making 50.00 80.36 Rmt

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) (AMC approved SOR Rate Jan-

Providing and operation dewatering Pump including

fuel charges & operator Charges etc. as directed etc.

comp. (Shift for Eight Hour) (For Each Pump Set, No 10.00 600.00 Shift

payment should be allowed for non working condition

(AMC approved SOR Rate Jan-2016)

35 Hiring and operating Mud Pumps incl. Cost of fuel and

operator including the cost of to and fro

transportation, laying of the delivery hoses as

required, lowering and lifting the pumps as and when 50.00 18.32 H.P/Hr

required etc. complete. Set Do As Directed. (No

payment should be allowed for non working

condition of machinery )

(GWSSB SOR 2022-23 Item No 1 Page 104)

36 Hiring and operating the 20 KV 3 Phase Electric

Generator for operating desilting machinery, and

lighting and other requirements with Arranging

diesel to run the D.G. Set Do As Directed. 8 Hrs Shift. 1.00 2,800.00 Shift

(No payment should be allowed for non working

condition of machinery )

(AMC approved SOR Rate Jan-2016)

37 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 operating charges and stacking of Hour

useful & non-useful materials separately up to store. 40.00 711.86

(No payment should be allowed for non working

condition of machinery and for pipe line excavation

and laying work)

(Ahmedabad city building SOR 2023-24)

38 Providing & Supplying Hitachi Machine -110 capacity

on rental basis in case of emergency situation and

break down type work & also during unavoidable

condition as per instruction of engg.incharge , rate Hour

includes all nece. shifting, fuel and operating charges . 1.00 2,000.00

(No payment should be allowed for non working

condition of machinery )

(AMC approved SOR Rate Jan-2016)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

39 Providing & Supplying Hitachi Machine -200 capacity

on rental basis in case of emergency situation and

break down type work & also during unavoidable

condition as per instruction of engg.incharge , rate Hour

includes all nece. shifting, fuel and operating charges. 1.00 2,700.00

(No payment should be allowed for non working

condition of machinery )

(AMC approved SOR Rate Jan-2016)

40 Providing & Supplying hydra carne Machine of 12 tone

capacity on rental basis in case of emergency situation

and break down type work & also during unavoidable

condition as per instruction of engg.incharge , rate Per 8 hr

includes all nece. shifting, fuel and operating charges . 0.00 3,334.49 -

(No payment should be allowed for non working

condition of machinery)

(GWSSB SOR 2022-23 Item No. 7, Page 105)

41 Supplying electric breaker machine for RCC slab or

asphalt demolishing work on site by using operator,

fuel, power supply etc.complete as directed. (no

payment should be allowed for non working condition 5.00 1,200.00 Shift

of machinery and for pipe line excavation and M.H.

work. Allowed only for break down work)

(AMC approved SOR Rate Jan-2016)

42 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 should be allowed for non working condition Hour

of machinery and for pipe line excavation and M.H.

work. Allowed only for break down work)

(AMC approved SOR Rate Jan-2016)

43 To Provide Tractor with Hydraulic trolley, driver with

fuel to carryout different works during day/night for

Hr. shift Work shall be carried out as per the

instructions of engineer in charge. No Extra charged 5.00 1,661.02 Day

shall be paid for night shift. (Sr.No. 1199 code H033)

( Ahmedabad City Building SOR 2023-24)

44 Hiring of Three wheeler carrier (Chakado/Rixa)

considering 10 Hrs. as working day hours incl.Driver

(GWSSB SOR 2022-23 Item No. 7, Page 105)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

45 Constructing Bombay Pattern Type Catch Pit of size

0.60 x 0.60 depth up to 1 mt including excavation,

B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the

prop. of CM (1:6) with 40 mm thick IPS flooring in the

prop M15 at bottom and 15 mm thick cement plaster 2.00 3,125.00 No.

inside the catch pit in the proportion of CM (1:3) with

out jali etc. comp. as directed. (AMC approved SOR

46 CatchPit Jali Fixing P/F FRC catch pit jali with frame

600mm x 600mm clear opening etc. comp. As directed

by engineer in charge. (AMC approved Rate Central

47 Labour work for fixing any kind of paving with

cement pointing in CM 1:2, including watering,

ramming etc comp. as dir. For pavement (I) Laying

on Sand bedding as per requirement to fix the 17.00 69.64 Smt

C.C.Block / Nibhada Stone in Line & Level (AMC

approved SOR Rate Jan-2016)

48(a) Providing and constructing Sewer manholes, s¢raper manholes and

unit house connection chamber, as per the type design in brick

masonry in C. M. 1:5 and inside and outside 20mm thick plastering

in C. M. 1:3 necessary 100 mm coping with reinforcement in

R.C.C.M.200 fixing C. I. steps and fixing manhole frame and covers

(But excluding supply of manhole frame and covers) over manholes

and houseconnection chambers and fixing Manhole covers (but

excluding supplying of manhole covers) over scraper manhole etc.

complete,providing and fixing safety chain wherever necessary as

per the stipulations in the type design complete as per latest

CPHEEO manual.(excl. excavation).

(g)Scraper manhole type "SI" rectangular type for 600 mm dia t0

1200 mm dia sewer pipes and for depth 2.5m to9.0m

(g)(1) Scraper manhole type "SI" as above but upto 2.5 m depth.

(g )(2) Extra depth beyond 2.5 m and upto 9.0 m depth for type "SI"

scraper manhole above.

GWSSB SOR 202-23, Section - 2 D Item No. 2 (g) Pg. No.

BRICK JUNCTION MANHOLE (UPTO 3.0 M DEPTH)

49 Constructing Junction manhole of size 1.4 X 1.4 Mts. (inside

clear) incl. Excavation , refilling , P.C.C(1:3:6) for foundation,

C.C channel (1:2:4) finished, 15mm thick. Cement plaster in

CM 1:3 finishing with cement slurry, P/F C.I. steps or 22 mm

dia M.S. bar step with proper anchorage steps 35 cm c/c at 35 cm

staggered , masonry in C.M 1:5, R.C.C slab in M250 including

centering and reinforcement but excluding cost of manhole seat

cover etc. complete.

For pipe Dia upto 800 mm

(a) For 0 to 2 m depth 1.00 44726.08 No

(b) For 2 to 3 m depth 1.00 59834.37 No

(As per Rate Analysis No-4)

50 Constructing Junction manhole of size 2.0 X 2.0 Mts. (inside

clear) incl. Excavation , refilling , P.C.C(1:3:6) for foundation,

C.C channel (1:2:4) finished, 15mm thick. Cement plaster in

CM 1:3 finishing with cement slurry, P/F C.I. steps or 22 mm

dia M.S. bar step with proper anchorage steps 35 cm c/c at 35 cm

staggered , masonry in C.M 1:5, R.C.C slab in M250 including

centering and reinforcement but excluding cost of manhole seat

cover etc. complete.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

For pipe Dia 900 to 1200 mm

(a) For 0 to 2 m depth 1.00 66156.73 No

(b) For 2 to 3 m depth 1.00 88617.34 No

51 Supplying and fixing Nimbhada ladi 37 to 50 mm thick

for walk-way, covering the activity of excavation,

ramming, Laying on sand bedding as per requirement

to fix the Nibhada Stone in Line & Level with cement 140.00 236.61 Smt

pointing in cement mortar 1:2 etc complete as

directed. (AMC approved SOR Rate Jan-2016)

52 P/L brickbats sand concrete (1:2) of one part of sand

and two part of old brickbats including spreading,

laying, ramming, watering and consolidation etc 14.00 312.50 Cmt

complete as directed.

(AMC approved SOR Rate Jan-2016)