Comprehensive Complaint Redressal System (AMC) 24/7 Resolution of Registered Complaints and Attend Emergency Works for the Engineering Department, Viratnagar Ward, East Zone, AMC (Pocket-1)

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 3-Nov-26

9 DATE ON OR BEFORE WHICH

THE TENDER MUST REACH

THE OFFICE  4-Nov-26 4.00 PM

10 OPENING DATE OF THE

TENDER BY THE OFFICE  4-Nov-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)

15 GST  GST will be paid extra by AMC/ Authority

at prevailing rate to the contractor

NAME OF WORK --

Comprehensive Complaint Redressal System (AMC) 24/7 Resolution of Registered

Complaints and Attend Emergency Works for the Engineering Department, Viratnagar

Ward, East Zone, AMC (Pocket-1)

TENDER NOTICE No. -- 9 TENDER No. --

LOCAL COMPETITIVE BIDDING -- TENDER CLASS -- E2

Time Limit (Months)

Issue Date Last Date of 4-Nov-26 Opening 4-Nov-26

ofTender --- 3-Nov-26 Receiving of 4.00 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 --

Comprehensive Complaint Redressal System (AMC) 24/7 Resolution of Registered

Complaints and Attend Emergency Works for the Engineering Department, Viratnagar

Ward, East Zone, AMC (Pocket-1)

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 ₹ 9970.00 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

7A IMPORTANT CLAUSE :-

Municipal Commissioner / Dy.M.C. Reserves right to To allot number of tenders to

successful bidders, in case if any contractor is lowest in more than one tender.

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 the contractor. if demanded by Engineer-in-charge.

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-

Comprehensive Complaint Redressal System (AMC) 24/7 Resolution of Registered

Complaints and Attend Emergency Works for the Engineering Department, Viratnagar

Ward, East Zone, AMC (Pocket-1)

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 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 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 Contractor should follow all Govt. rules and regulation in general regarding construction

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.

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

TECHNICAL SPECIFICATIONS FOR MATERIALS AND ITEMS

NAME OF WORK -- Tender No.

Comprehensive Complaint Redressal System (AMC) 24/7 Resolution of Registered

Complaints and Attend Emergency Works for the Engineering Department, Viratnagar

Ward, East Zone, AMC (Pocket-1)

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 the

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

PAGE -- 1 of 2 SHEDULE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

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

conjunction with instructions to tenderers, technical specifications, drawings and

general conditions of contract for civil works.

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

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

which may be required in and for the execution of the work described together with all

general risks, liabilities and obligations set forth or implied in the document on which the

tender is based.

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

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

work shall remain firm and no extra claims in this respect will be entertained. The

payment shall be made based on the actual quantities in the completed work.

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

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

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

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

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

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

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

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

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

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

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

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

them during office hours in his office before quoting tender.

PAGE -- 2 of 2 SHEDULE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

GENERAL TENDER CONDITIONS

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

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

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

limit shall be counted after 10 days for works up to 10 lacks of tender amount and 15 days

for works above 10 lacks of tender amount after issuance of work order. The contractor

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

from contractor‟s bill. Security Deposit of 5% of sanctioned tender amount shall be

deposited by pay order / demand draft / cheque or Bank Guarntee of nationalized

bank/scheduled bank only. Contractor shall have to sign contract paper with AMC.

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

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

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 submitte affedavit zerox of labour insurance.

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.

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 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

29 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.

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

31 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.

32 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

33 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.

34 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 with Add.C.E. sention.

35 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

2 ક મગીરી ઩હે઱ ન , ક મગીરી ચ લુન અને ક મગીરી પુણડ થય ફ દ તેન પોટોગ્ર પ (with GPS tagging location)

6 કોન્ર કટર દ્વ ર 24*7 પરજજય ત ત્રણ ઴ીપટમ ં મીનીમમ સુ઩રળ ઇઝર-1 NOS , ઱ેફર -3 NOS , છોટ હ થી - 1 NOS

સ ૂચન મુજફની ક મગીરી મ ટે પરજીય ત હ જર ર ખળ ન રહે઴ે. (If contractor fails to provide One Supervisor,

three laborers and One chhota hathi as per the requirement of AMC Then Penalty to be impost Rs. 500/- per

person/ shift and Rs. 1000/- for chhota hathi/ shift.)

8 સી. સી. આર. એસ. પરીય દ જેળી કે Water Pollution, Drain Blockage or Choking on TP road, Drain

Overflowing of main line and distribution line on road, Blockage of Drain, Contractor Had not disposed off

the Machinehole Silt Properly, Public Toilets and Urinals - Drainage Line Blockage or Choking ની ક મગીરી

Contractor’s Name and seal Add. City Engineer

Mobile No. East zone

Address Ahmedabad Municipal Corporation

સમય મયાાદામાાં કામગીરી પૂણા ન થવાના સાંજોગોમાાં (Beyond SLA Complaints) કરવાની થતી પેનેલ્ટી કરવામાાં આવશે. જેની

Sr. Penalty per one

Department Category Problem SLA Problem per day

1 Engineering Water>>Engineering Inadequate water or low pressure 240 Hours

2 Engineering Water>>Engineering Leakage In Pipe Line - Eng 48 Hours

3 Engineering Water>>Engineering Water quality-Polluted water - Eng 24 Hours

4 Engineering Water>>Engineering No Water - Eng 240 Hours

5 Engineering Drainage>>Engineering Drain Blockage or Choking on TP road 48 Hours

6 Engineering Drainage>>Engineering Overflowing of main line and distribution 48 Hours

7 Engineering Drainage>>Engineering No Drainage Machinehole cover - Eng 24 Hours

8 Engineering Drainage>>Engineering Frequent Breakdown & Blockage of Drain 96 Hours

9 Engineering Road Pot holes on the Road 24 Hours

10 Engineering Road Patch work Relaying of a portion of road 72 Hours

11 Engineering Road Deep Pit - Large settlement of road 48 Hours

12 Engineering Road Removal of waste-Dust Lying on both side 72 Hours

of the road after re surfacing

13 Engineering Footpath Footpath Repairing Required 168 Hours

14 Engineering Public Building No Water Supply In A Public Building 24 Hours

15 Engineering Public Building Public Toilets and Urinals - Repairing of 360 Hours

Doors, Windows, Tiles or Sheets

16 Engineering Public Building Other Maintenance 168 Hours

17 Engineering Drainage>>Engineering Contractor Had not disposed off the 48 Hours

Manhole Silt Properly - Eng

18 Engineering Drainage>>Engineering Raising the Manhole Cover & Catch Pit Up 168 Hours

To the Road Level - Eng

19 Engineering Drainage>>Engineering Lowering the Manhole cover & Catch pit 168 Hours

20 Engineering Drainage>>Engineering Public Toilets and Urinals - Drainage Line 72 Hours

Blockage or Choking

21 Engineering Drainage>>Engineering Public Toilets and Urinals Drainage Line 168 Hours

22 Engineering Water>>Engineering Public Toilets and Urinals Non-Availability 168 Hours

of Water/Cleaning of Water Tank/Broken

23 Engineering Drainage>>Engineering Drainage-Other 48 Hours

24 Engineering Water>>Engineering Water-Other 72 Hours

(1) મેઇન્ટેનન્સ પ્રક રન ક મમ ં DLP ઱ ગુ ઩ડતી નથી. ઩રં ત ુ

ક મમ ં નીચે મુજફની DLP રહે઴ે

The Defects Liability period shall be as under-

(a) for all works costing upto Rs. 50.000/- (amount put to tender) the period shall be 3 months from the certified

date of completion.

(b) for all works more than Rs. 50,000 and upto Rs. 1 crore (amount put to tender) the period shall be 6 months

from the certified date of completion or one monsoon, whichever is later

(c) for major projects costing more than Rs. 1 Crore, the period shall be 12 months from the certified date of

completion which should include one monsoon. For the purpose of deciding the monsoon period the 30th

September may be treated as the last date.

Contractor’s Name and seal Add. City Engineer

Mobile No. East zone

Address Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

Comprehensive Complaint Redressal System (AMC) 24/7 Resolution of Registered

Complaints and Attend Emergency Works for the Engineering Department, Viratnagar

Ward, East Zone, AMC (Pocket-1)

RECAPITULATION SHEET Months

Sr.No DESCRIPTION AMOUNT

MAIN ESTIMATED TENDER COST

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

AMOUNT ( A ) IN

(1) WRITE HOW MUCH PERCENTAGE HIGHER

OR LOWER IN FIGURES

_______________ % LOWER / HIGHER

(Strikeout which ever is not applicable)

WRITE HOW MUCH PERCENTAGE HIGHER or

(2) LOWER IN WORDS -

__________ PERCENT LOWER/HIGHER

(Strikeout which ever is not applicable)

(3) AMOUNT ( B ) IN ₹.

AMOUNT (C) IN ₹.

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

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

WRITE TOTAL TENDER AMOUNT IN WORDS -

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

Comprehensive Complaint Redressal System (AMC) 24/7 Resolution of

Registered Complaints and Attend Emergency Works for the Engineering

Department, Viratnagar Ward, East Zone, AMC (Pocket-1)

Sr No. Item Quantity Rate Per Amount

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

1 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.

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

a Upto 1.50 mt depth 1 Cmt 89.00

b 1.5 mt to 3 mt depth 1 Cmt 98.00

c 3.00 mt to 4.50 mt depth 1 Cmt 103.00

d 4.50 mt to 6.00 mt depth 1 Cmt 109.00

Conveyance charge of earth, lime, murrum,building

rubbish,manure, garbage, sludge,excavated rock, fly

ash, aggregates of any kind executed outside the road

site. Rate also includes spreading & levelling etc

2 complete. Internal conveyance above 50 mt done

within the work site is not payable. Note: Quantity

Shoud not be more then the quantity equal to

excavation minus back filling. (no bulkage)

a lead Up to 1 KM 1 Cu.M 258.72

b lead Up to 1.5 KM 1 Cu.M 270.80

c lead Up to 2 KM 1 Cu.M 280.96

d lead Up to 2.5 KM 1 Cu.M 290.33

e lead Up to 3 KM 1 Cu.M 299.39

f lead Up to 3.5 KM 1 Cu.M 306.88

g lead Up to 4 KM 1 Cu.M 315.57

h lead Up to 4.5 KM 1 Cu.M 322.87

i lead Up to 5 KM 1 Cu.M 330.00

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

3 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 Drainage

SOR 2016 I.No.11

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

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

0.90meter for pipe dia <=20 mm.

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

1.20 meter for pipe dia <=230 mm

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

4 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)

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

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

Sr No. Item Quantity Rate Per Amount

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.

a 100 mm 1 Rmt 21.00

b 150 mm 1 Rmt 23.00

c 200 mm 1 Rmt 33.00

d 250 mm 1 Rmt 42.00

e 300 mm 1 Rmt 62.00

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

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

Manufacturing, testing, supplying, loading,

transporting to worksite, unloading. RCC pipe in SRC

6 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)

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

following diameters in proper position, grade and

7 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.

Temporary/ Permanent plugging and blocking of

8 sewer line , branch connections and diversion of

flows and removal of all plugs etc

a 300 mm dia. and below sewer line 1 No. 1,210.00

b 400 to 500 mm dia. sewer line 1 No. 1,452.00

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

incl. Dewatering and other required machinery etc. of

9 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 1 No. 1,339.28

b (ii) 400 m to 600 mm dia. pipe 1 No. 2,232.14

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

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

10 carpet, metal,s oiling/cutting Reinforcement

etc.comp. with stacking the material as directed.

(Based on Previously approved rate by C E sir )

up to 0.20 meter thickness (By Manual) 10 Cu.M 71.10

0.20 to 0.30 meter (By any type of Breaker Machine

or R.C.C.Cutter machine including cost of operator, 10 Cu.M 177.76

fuel, & transportation etc complete.

0.30 meter & above (By any type of Breaker Machine

or R.C.C.Cutter machine including cost of operator, 10 Cu.M 311.08

fuel, & transportation etc complete.

Sr No. Item Quantity Rate Per Amount

Providing and supplying ISI mark only standard length

stoneware pipes of following class and diameter

including excavation for laying of pipes, insurance,

11 transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to

departmental stores, stacking etc. compl. (IS

651/1989) (GWSSB SOR 2022-23, Page No.17, Item

b 100 mm dia 1 Rmt 124.00

c 150 mm dia 1 Rmt 179.00

d 230 mm dia 1 Rmt 329.00

Lowering, laying and jointing stone ware pipes of

following diameter with cement jointin C.M.1:1

proportion in proper position, grade and alignment at

12 all level as directed by Engineer-in- charge including

conveyance from stone to site of work, jointing

materrials etc. comp. (GWSSB SOR 2022-23,

PageNo.40, Item No.12)

a 100 mm dia Rmt 58.00

b 150 mm dia Rmt 88.00

c 230 mm dia Rmt 128.00

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

13 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

1.00 to 2.00 meter depth, (Slab at Ground level) 1 No. 5,651.79

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

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

14 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) 20 No. 728.82

b up to 0.35mt. (@ Four Coarse) 10 No. 1,155.44

c up to 0.65 mt. (@ Seven Coarse) 5 No. 1,786.49

d up to 0.90 mt. (@ Ten Coarse ) 1 No. 2,160.71

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

15 thixotropic repair mortal material Laying of concrete 1 No. 6,846.43

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)

Providing and fixing M.S. grills of required pattern to

different fabricated structure with M.S.flat

16 satrequired spacings and frame alround, square or 50 Kg 100.17

roundbarswithroundheadedboltsandnutsorby screws

(A) Plain Grill. (R & B SOR 2023-24)

Sr No. Item Quantity Rate Per Amount

Cutting the pipes of following dia coming in the new

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

17 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.

150 mm to 300 mm dia. 1 No. 1,133.93

400 mm to 600 mm dia. 1 No. 1,687.50

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

and Cover in line and level to match exisisting road

18 level in C.C. 1:2:4 and finishing smooth, watering and 50 No. 750.00

protecting for 7 days etc. complete as directed. M.H.

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

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

19 cautionary board etc. Item also includes for making 100 Rmt. 80.36

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)

Providing, Laying, Spreading and compacting graded

stone aggregate to wetmix macadam specification

including premixing the material eith water at OMC in

mechanical mix plant carraige of mixed material by

20 tipper to sote, laying in uniform layers in sub

base/base course on well prepared surface and

compacting with vibratory roller to chieve the desired

density as MORTH Clause

(A) Supply OF WMM 22 Cmt 1,708.13

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

Cement : 2- Coarse sand : 4- graded stone aggregates

21 20 mm nominal size) and curing complete excluding 1 Cmt 3,661.30

cost of formwork in (A) Foundation and Plinth (R & B

Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size ;

shape (Usually Uni-Paver Blocks) using black trap

good quality aggragate of 20 mm nominal size for

footpath, parking areas, service lanes and other

areas as mentioned in the drawing / instruction of

engineer in charge. Cost includes formworks using

rubber mould, Rate providing and laying paver blocks

as per required grading and specification. The paver

block shall be mechanically compacted. The work of

paving blocks shall be executed in line and level by

skill mason of flooring work only. It should be laid in

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

be necessary. if cutting of paver block necessary then

it should be cut by machine only and carting. The

finished surface of the paver block shall have

resonably good, plain finished. Paver blocks shall be

compacted and shall be relaid if necessary. Gravel or

such type of materials shall not be allowed for

production. Laying on 5cms thick sand beddding.

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

Cement 3- coarse sand: 6- hand broken stone

23 aggregates 40 mmnominal size) and curing complete 2 Cmt 2,976.00

excluding cost of formwork in (A) Foundation and

Sr No. Item Quantity Rate Per Amount

Providing and fixing Swiss type bollard made out of

1.5mm CRC sheet ,height 140cms,bottom dia

23cm,top dia 12cm with direction plate of 30 cm dia

fabricated necessary anchors as directed and also

provide through out lengh pipe of 25 NB for the

24 strenthing of bollard and reflectorised Micro 1.00 Nos. 3,696.00

Prismatic Grade Sheet (Type XI)and three yellow strip

6 Inches wide of Type XI Retro reflective Sheeting,

fixing with P.C.C M25 grade concrete(Foundation size

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

Acrylic emulsion paint with primer - Exterior grade

Providing and applying 100% Acrylic Smooth

exterior paint with exterior primer of Two or more

coats of paint including required number of

priming coat of exterior primer as per

25 manufacturer's specification of approved make 1.00 Smt 146.30

and shade, having VOC (Volatile Organic Compound)

content less than 50 grams/ litre of required shade

over any surface etc complete for all floors all heights

all levels. (Law Garden Rate)

Enamel Paint on Metal Surfaces Providing & applying

minimum two coats of enamel paint on all

surfaces of existing metal element/ member including

proper surface preparation (i.e. sand papering to

remove existing paint, rusting, removing foreign

matter, and making smooth, etc), metal putty

(if required), applying 2 coat zinc chromate

yellow oxide primer and minimum 2 coat of

enamel paint of approved make, shade, finish as

per manufacturer's specification, all heights/ all

26 levels/ all shapes & sizes with all leads & lifts for 1.00 Smt 139.08

existing work of any type of metal section like

rolled steel sections, hollow sections, plates,

chequered plates, bar, sheet, rod, threaded bolt

etc. all confirming to latest relevant IS codes for the

metal elements i.e. railings, truss, purlin, grill, pole,

foundation plate & bolt, platforms, brackets,

fencing pole, electrical elements etc of glossy, matt

finish, etc. complete. one side plan/elevation area

of the Painted metal elements shall be

measured for payment. (Law Garden Rate)

Filling of Zari along the sides of the kerbstone fixed,

prepared with Bituminous Concrete mixed in proper

27 proportion as directed by Engineer- In -Charge to 10.00 Rmt. 44.00

form a pourable mixture.(AS PER Marker Rate)

Applying priming coat over new steel and any other

surface after and including preparing the surface by

throughly cleaning, oil, grease, dirt and other foreign

28 matter and scoured with brushes fine steel wood, 1.00 Smt. 21.74

scrapers and sand paper with ready mixed priming

paint brushing red lead (AMC ARC SOR)

Painting Two Coats on divider and footpath curb

surface / New Concrete Surface ( Painting two coats

29 after filling the surface with synthetic enamel paint in 10.00 Smt. 71.86

all shades on new plastered concrete surfaces) (AMC

Supply, loading, unloading Transportation of Ready

Mix Patch work Material (Cold Mix) for Pothole

Repairing Work etc completed as pe instructon of

engineering in charge

Labour work for fixing interlocking blocks / any kind

of pavement on up to 50 mm thick sand bedding,

levelling,watering and fixing in line & level as well

cleaning the site etc.comp. as directed

Sr No. Item Quantity Rate Per Amount

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

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

mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork , mould

with well equipped with vibratory system for kerb

stones of approved design including curing, etc.

complete, including the cost of formwork etc.

complete. The rate shall also include necessary

cutting of asphalt, fixing the Kerb stones in line and

level on 5 cm thick sand bedding with necessary

equipments and materials. The rate shall also include

the flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the kerb

stone fixed with Bituminous concrete mixed in proper

position as directed by Engineer in change to form a

portable mixture. In any case Gravel or such type of

materials shall not be allowed for production.

a) Laying on 5 cm thick Sand Bedding 10 Rmt 350.89

Fabricating, supply and erecting in position Standard

Structural steel sections conforming to IS 2062 for

railing , skywalk, stair, or other works using ISMB, ISA,

ISMC, MS plate, flat, square bars, pipe, square pipe,

rectangular sections, square section, tube, etc.

including welding, cutting, wastage, etc. complete.

The rate is inclusive of welding rod, supply & fixing of

correct size nut, bolts, washers, including one primer

coat of red lead paint conforming IS:102 Zinc

33 chromate paint conforming to IS:104 followed by two 10 Kg. 126.68

coat of aluminium paint as per IS:2339 OR enamel

paint of color as selected by engineer incharge, with

all contractor's materials, labour, tools & plants, in

bolted/welded construction as directed by Engineer-

in Charge. The waste cut pieces shall not be included

in the paying quantity. The work shall be done as per

drawing and specification. The work shall be carried

out as per IS:800, IS:816.

Providing TMT Bar FE415 reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level (upto 10 ton)

Brick work using common burnt clay building bricks

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

35 in foundation and plinth in Cement Mortar 1:6 (1- 2 Cmt 4,021.02

Cement : 6 -fine sand)(B) Conventional (a) in

foundation & Plinth R&B SOR 23-24, Ah.City,

I.Code06002BA, I.No.6.13

Providing 20mm thick cement plaster in single coat on

single or half brick walls for interior plastering upto

36 floor two level and finished even and smooth in (ii) 10 Smt 192.49

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

Providing 10mm thick cement plaster in single coat on

brick/concrete walls for interior plastering upto floor

37 two level and finished even and smooth in (ii) Cement 10 Smt 115.81

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

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

38 formwork and reinforcement for reinforced concrete 1 Cu.M. 4,529.01

work in (B) Walls, from top of foundation level upto

floor two level

Construction of granular Sub base by providing

coarse graded material , spreading in uniform layers

with motor grader on prepared surface mixing by mix

in place method with front end loader at OMC

39 and compacting with vibratory roller to achieve

the desired density, complete as per tender

specification For all grade.(RA Approved St.Com.Res

(A) Production & Supply of GSB (Natural) 5.0 Cmt 1,032.73

Sr No. Item Quantity Rate Per Amount

40 Water MS work

A Nut Bolt 1 K.G 43.67

B MS Plate (as per building SOR) 1 K.G 63.35

C MS pipe /piece 1 K.G 75.00

D MS Ring flange 1 K.G 125.00

E MS Blank flange 1 K.G 98.21

F Rubber Gasket 1 K.G 71.43

G Providing & supplying For Welding Joints

H Rent of Welding machine per shift 1 SHIFT 893.00

I Rent for Grinder machine per shift 1 SHIFT 304.00

J Gas Cutting set per shift 1 SHIFT 513.00

K LPG bottle 1 NO 1,205.00

L Oxygen bottle 1 NO 246.00

M Rent of Tools & Other Charges 1 SHIFT 446.00

N Rent of Chain pulley block & Tripod 1 SHIFT 446.00

O M-Seal 100 gm pack 1 NO 26.79

Labour charges for repairing of lekage CI/Di pipe

line for following dia different places including

necessary excavation manually or by machinery

removing mud dewatering cleaning of pipe and

leakafe portion and repairing by inserting lead

41 wool jute tools required for inserting lead wool

hiring charges of excavators Hydra/crane j.c.b

dewatering set fuel operator cost of lead wool etc

complete (including all material but excluding cost of

pipe) (GWSSB SOR 22-23 SECTION 1 G I.NO 2)

Providing and fixing to wall, ceiling and floor

galvanised Mild steel tubes (Medium grade) of the

42 following nominal bore, tube fitting and clamps

including making good the wall ceiling and

floor.(Building SOR 23-24 I.no. 23.2)

a 40 mm dia (I.code no. 23001EA) 1 RMT 596.73

b 25 mm dia (I.code no.23001CA) 1 RMT 393.93

c 20 mm dia (I.code no. 23001BA) 1 RMT 293.25

d 15 mm dia (I.code 23001AA) 1 RMT 244.13

e 50 mm dia (I.code no. 23001FA) 1 RMT 779.60

Providing, laying and jointing in true line and level

U.P.V.C pipe (SCH - 40) of following dia. including

fittings of standard make as approved by Engineer - in

- charge. Pipe shall be fixed on the wall with the help

43 of clamp at every shall be concealed as directed

including necessary Tee ,bend, any joint & any fittings

etc. including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of all

materials (Building SOR 23-24 )

A 15 mm (I.code no. 23061) 1 RMT 71.93

B 25 mm (I.code no. 23062) 1 RMT 90.93

C 32 mm (I.code no.23063) 1 RMT 117.97

D 40 mm (I.code no. 23064) 1 RMT 146.65

E 50 mm (I.code no. 23065) 1 RMT 193.73

Providing and Making hole for House connection on

44 C.I./D.I. or M.S. with labour cost. Instruction of engg.

In charge (As per previous tender Rates)

Sr No. Item Quantity Rate Per Amount

F 2.0" dia on CI/DI Pipe up to300mm dia. 1 NO 2,678.6

Removing & relaying of existing CI/DI pipe line &

Specials, Cleaning of pipe & Specials from Inside,

45 including excavation, refilling etc. comp. in line &

level with any type of joints as per instruction of

engg. in charge (As per previous tender Rates)

A 100 mm 1 RMT 64.00

B 150 mm 1 RMT 78.00

C 200 mm 1 RMT 94.00

Cutting of existing pipelines of following diameters

including carting of nece. specials from AMC store

to site and from site to AMC store (recovered

materials) nace. labours for excavation, jodan &

backfilling fitter, supervisor, etc. complete. Rate also

46 includes electric cutter, dewatering pump fuel and

transportation of machineries, chain pulley block

if requires working at an instructed specific time of

day or night etc. complete. (As per previous tender

Labour charges for doing washout of water pipe line

at end including necessary excavation of pit, allowing

the water to flow for 15 minutes twice or thrice as

47 per site condition during supply hour, dewatering the 10 NO 669.64

pit and plugging with existing wooden butch and

refilling the pit .etc. comp .as per instruction (As per

previous tender Rates)

P/S OF good quality of rubber rings for following dia

meter. (As per previous tender Rates)

Supplying wooden taper butches from jungle wood

49 (Like limda, ambo) Etc. comp. (As per previous tender

A 15 Mm dia. to 20 MM dia. 1 NO 13.39

B 25 Mm dia. to 37 MM dia. 1 NO 17.85

C 50 Mm dia. 1 NO 88

D 80 mm dia to 100 mm dia line 1 NO 312.5

E 150 mm dia 1 NO 446.42

F 200 mm dia 1 NO 714.28

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

50 prop M15 at bottom and 15 mm thick cement plaster 1.00 No. 3,080.00

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

out jali etc. comp. as directed. (As per R.A. Based on

Building SOR 2015-16)

Sr No. Item Quantity Rate Per Amount

Manpower/Labour

51 Mason 25 Each 633.00

52 Unskilled Labour 270 days 452.00

53 Labour charges - Fitter 30 Each 640.00

54 Supervisor 90 Each 711.00

55 Cement bag (As per building SOR I.code M143) 100 BAG 261.00

56 Aggregates (As per building SOR I.code M176) 5 CMT 470.25

Kapachi Aggregates 20 mm (As per building SOR

59 Sand (As per building SOR I.code M209) 5 CMT 255.08

59 Brick (As per building SOR I.code M166) 1000 NO 4.71

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

35] Machinehole Covers & Frame- 560mm ø clear

60 opening, The dimension of frame and cover as per 3 NOS 6,165.25

mentioned in Amend No.1 to IS 12592 : 2002 table

(As per Central store circular no.1/2025-26 Dt.21-04-

2025 IS mark and Specications)

( Only Cover ) F.R.C. Extra Heavy Duty [EHD-35]

Machinehole Covers & Frame- 560mm ø clear

opening, The dimension of frame and cover as per

61 mentioned in Amend No.1 to IS 12592 : 2002 table 1 3 NOS 3,385.59

(As per Central store circular no.1/2025-26 Dt.21-04-

2025 IS mark and Specications)

( Only Frame ) F.R.C. Extra Heavy Duty [EHD-35]

Machinehole Covers & Frame- 560mm ø clear

opening, The dimension of frame and cover as per

62 mentioned in Amend No.1 to IS 12592 : 2002 table 1 1 NOS 3,029.66

(As per Central store circular no.1/2025-26 Dt.21-04-

2025 IS mark and Specications)

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

Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as per

63 mentioned in Amend No.1 to IS 12592 : 2002 table 1 3 NOS 5,889.83

(As per Central store circular no.1/2025-26 Dt.21-04-

2025 IS mark and Specications)

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

Covers & Frames- 560mm ø clear opening, The

64 dimension of frame and cover as per mentioned in 3 NOS 3,177.96

Amend No.1 to IS 12592 : 2002 table 1 (Only Cover)

(As per Central store circular no.1/2025-26 Dt.21-04-

2025 IS mark and Specications)

(Only Frame ) F.R.C. Heavy Duty [HD-20] Machinehole

Covers & Frames- 560mm ø clear opening, The

65 dimension of frame and cover as per mentioned in 1 NOS 3,029.66

Amend No.1 to IS 12592 : 2002 table 1 (Only Frame )

(As per Central store circular no.1/2025-26 Dt.21-04-

2025 IS mark and Specications)

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

Machinehole Covers & Frames- 560mm ø clear

66 opening, The dimension of frame and cover as per 5 NOS 4,025.42

mentioned in Amend No.1 to IS 12592 : 2002 table

(SET cover and frame) (As per Central store circular

no.1/2025-26 Dt.21-04-2025 IS mark and Specications)

(Only Cover ) F.R.C. Medium Duty [MD-10]

Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as per

67 mentioned in Amend No.1 to IS 12592 : 2002 table 1 4 NOS 2,224.57

(As per Central store circular no.1/2025-26 Dt.21-04-

2025 IS mark and Specications)

(Only Frame ) F.R.C. Medium Duty [MD-10]

Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as per

68 mentioned in Amend No.1 to IS 12592 : 2002 table 1 1 NOS 2,076.27

(As per Central store circular no.1/2025-26 Dt.21-04-

2025 IS mark and Specications)

(SET cover and frame) F.R.C. Light Duty [LD-2.5]

Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as per

69 mentioned in Amend No.1 to IS 12592 : 2002 table 1 3 NOS 3,050.84

(As per Central store circular no.1/2025-26 Dt.21-04-

2025 IS mark and Specications)

Sr No. Item Quantity Rate Per Amount

(Only Cover ) F.R.C. Light Duty [LD-2.5] Machinehole

Covers & Frames- 560mm ø clear opening, The

dimension of frame and cover as per mentioned in

70 Amend No.1 to IS 12592 : 2002 table 1 (As per Central 3 NOS 1,652.54

store circular no.1/2025-26 Dt.21-04-2025 IS mark

and Specications)

(Only Frame ) F.R.C. Light Duty [LD-2.5] Machinehole

Covers & Frames- 560mm ø clear opening, The

dimension of frame and cover as per mentioned in

71 Amend No.1 to IS 12592 : 2002 table 1 (As per Central 3 NOS 1,525.42

store circular no.1/2025-26 Dt.21-04-2025 IS mark

and Specications)

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

Chamber Covers & Frame- 600 x 450 mm clear

72 opening, The dimension of frame and cover as per 3 NOS 4,025.42

mentioned in Amend No.1 to IS 12592 : 2002 table

(As per Central store circular no.1/2025-26 Dt.21-04-

2025 IS mark and Specications)

(Only Cover ) F.R.C. Medium Duty [MD-10] Chamber

Covers & Frame- 600 x 450 mm clear opening, The

dimension of frame and cover as per mentioned in

73 Amend No.1 to IS 12592 : 2002 table 1 (As per Central 3 NOS 2,224.57

store circular no.1/2025-26 Dt.21-04-2025 IS mark

and Specications)

(Only Frame ) F.R.C. Medium Duty [MD-10] Chamber

Covers & Frame- 600 x 450 mm clear opening, The

dimension of frame and cover as per mentioned in

74 Amend No.1 to IS 12592 : 2002 table 1 (As per Central 3 NOS 2,076.27

store circular no.1/2025-26 Dt.21-04-2025 IS mark

and Specications)

(SET cover and frame) F.R.C. Light Duty [LD-2.5]

Chamber Cover & Frame - 600 x 450mm clear

opening,The dimension of frame and cover as per

75 mentioned in Amend No.1 to IS 12592 : 2002 table 1 3 NOS 3,262.71

(As per Central store circular no.1/2025-26 Dt.21-04-

2025 IS mark and Specications)

(Only Cover ) F.R.C. Light Duty [LD-2.5] Chamber

Cover & Frame - 600 x 450mm clear opening,The

dimension of frame and cover as per mentioned in

76 Amend No.1 to IS 12592 : 2002 table 1 (As per Central 3 NOS 1,822.03

store circular no.1/2025-26 Dt.21-04-2025 IS mark

and Specications)

(Only Frame ) F.R.C. Light Duty [LD-2.5] Chamber

Cover & Frame - 600 x 450mm clear opening,The

dimension of frame and cover as per mentioned in

77 Amend No.1 to IS 12592 : 2002 table 1 (As per Central 3 NOS 1,673.72

store circular no.1/2025-26 Dt.21-04-2025 IS mark

and Specications)

(SET cover and frame) F.R.C. Light Duty [LD-2.5]

Chamber Cover & Frame:-450 x 450mm clear

opening,The dimension of frame and cover as per

78 mentioned in Amend No.1 to IS 12592 : 2002 table 1 3 NOS 2,288.13

(As per Central store circular no.1/2025-26 Dt.21-04-

2025 IS mark and Specications)

(Only Cover ) F.R.C. Light Duty [LD-2.5] Chamber

Cover & Frame:-450 x 450mm clear opening,The

dimension of frame and cover as per mentioned in

79 Amend No.1 to IS 12592 : 2002 table 1 (As per Central 3 NOS 1,355.93

store circular no.1/2025-26 Dt.21-04-2025 IS mark

and Specications)

(Only Frame ) F.R.C. Light Duty [LD-2.5] Chamber

Cover & Frame:-450 x 450mm clear opening,The

dimension of frame and cover as per mentioned in

80 Amend No.1 to IS 12592 : 2002 table 1 (As per Central 1 NOS 1,355.93

store circular no.1/2025-26 Dt.21-04-2025 IS mark

and Specications)

F.R.C. Strom Water Grating Set:-Grating(Jali): 740 x

740 x 90 mm square jali, 20:00 MT load design, 90 x

mm MS flat allround, Frame: 600 x 600 mm clear

81 opening, outer size- 900 x 900 x 165 mm. On the 3 NOS 5,173.72

upper periphery of frame 25 x 3mm wide MS flat

should be well embded in concrete to protect the

edges of frame (As per Central store circular

Sr No. Item Quantity Rate Per Amount

F.R.C. Strom Water Grating Set:-Grating(Jali): 690 x

690 x 70mm square jali, 20:00 MT load design, 70 x

mm MS flat allround, Frame: 600 x 600 mm clear

82 opening, outer size:- 800 x 800 x 120 mm. On the 3 NOS 4,741.52

upper periphery offrame 25 x 3mm wide MS flat

should be well embed in concrete to protect the

edges of frame. (As per Central store circular

F.R.C. Strom Water Grating Set:-Grating(Jali): 620 x

620 x 75 mm square jali, 20:00 MT load design,

75x1.2mm MS flat allround,Frame: 500 x 500mm clear

83 opening, outer size- 770 x 770 x 135 mm. On the 5 NOS 4,734.74

upper periphery of frame 25 x1.5mm wide MS flat

should be well embed in concrete to protect the

edges of frame. (As per Central store circular

F.R.C. Heavy Duty [HD-20] Machinehole Covers only

for existing C.I. frames Cover: 610 mm ø & 75 mm

thick circular cover, 20.00 MT load design, 75 x 2 mm

84 MS flat allround, 16mm ø plain round bar for lifting 1 NOS 2,343.22

the cover & should be fitted with plastic cups. (As per

Central store circular no.6/2025-26 Dt.30-01-2026 )

Lead (AMC central Stroe i.code 18910001 rate as on

Jute (Spun Yarn) (AMC central Store i.code

rate as on dated 21.02.2023)

Providing and operation dewatering Pump including

fuel charges & operator Charges etc. as directed

etc. comp. (Shift for Eight Hour) (For Each Pump Set,

87 No payment should be allowed for non working 3 Shift 535.71

condition of machinery ) ( AMC SOR 2016_Drainage -

SWD Pipe line -Machinery -Item no.1)

Hiring of Tractor with trolley considering 8 Hrs. As

88 working Day hours inclu. Driver (GWSSB SOR-2022-23 5 Day 2,104.09

Section-2E-Miscellenous Item No.7)

Hiring and operating the 20 KV 3 Phase Electric

Generator for operating desilting machinery, and

89 lighting and other requirements with Arranging diesel 1 Shift 2,500.00

to run the D.G. Set Do As Directed. 8 Hrs Shift. (No

payment should be allowed for non working

condition of machinery )

Providing & Supplying Hitachi Machine-110 capacity

on rental basis in case of emergency situation and

break down type work & also during unavoidable

90 condition as per instruction of engg. in charge, rate 1 HR. 1,785.71

includes all nece. shifting, fuel and operating charges

. (No payment should be allowed for non working

condition of machinery)

Providing & Supplying Hitachi Machine-200 capacity

on rental basis in case of emergency situation and

break down type work & also during unavoidable

91 condition as per instruction of engg.incharge , rate 1 Hr 2,410.70

includes all nece. shifting, fuel and operating charges

. (No payment should be allowed for non working

condition of machinery )

12 tone - Hiring of Hydra / Crane with Driver (8

92 1 Per 8 hr Shift 3,334.49

working Hours in Day)

Supplying of Pavdi tractor with driver having

cultivator and pavdi arrangenments to roads to

remove deposited earth as per given inst. of engineer

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)

Rent For providing Chhota hathi Light Weight Vehicle

With Driver With Shown Site Incl.Any Oil / Diesel/

95 Petrol Vehicle And All Other Charges Work Done As 90 Shift. 1,500.00

Per Instruction.OF Incharge Etc.As Directed

Sr No. Item Quantity Rate Per Amount

Dewatering by pumping set of required capacity

including temporary platform carting pumping at site

96 and fixing the same in position including all 150 HP/Hr. 18.32

accessories, and fuel and labour etc. Complete (A)

Pump set of Capacity (GWSSB SOR 22-23 Section 2E-

miscellaneous Item no. 1)

Providing & Supplying JCB Machine on rental basis in

case of emergency situation and break down type

work & also during unavoidable condition as per

97 instruction of Engg. In Charge, rate includes all nece. 22 Hour 535.71

Shifting, fuel and operating charges and stacking of

useful & non-useful materials separately up to store.

(As per previous tender Rates)

Supplying Pneumatic Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator,

fuel, power Supply etc. Complete as Directed. (As per

previous tender Rates)