Work of constructing footpaths on both sides of the road from Punitnagar to Durganagar under Amrut Station, as well as constructing footpaths at various other locations Lambha area in Vatva Ward of the South Zone. (A.R.C.)

2 TOTAL ESTIMATED COST - ₹

3 EARNEST MONEY - ₹

In DEMAND DRAFT FROM

BANK ACCEPTABLE TO THE AMC

4 VALIDITY PERIOD - 120 DAYS FROM THE DATE OF

OPENING OF THE TENDER.

5 SECURITY DEPOSIT - 5% OF SANCTIONED TENDER AMOUNT

IN FORM OF CASH / DEMAND DRAFT /

BANK GUARANTEE.

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

RETAINED AND WILL BE RELEASED

AT THE TIME OF FINAL BILL

7 TIME ALLOWED FOR

COMPLETION OF THE WORK - 12 Months

FROM THE DATE OF WRITTEN

ORDER TO COMMENCE WORK

8 TENDER FEE Rs. -- - ₹ 3600 TENDER CLASS -- C

In DEMAND DRAFT

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 AS PER TENDER NOTICE

TENDER FROM WEB SITE -

9 DATE ON OR BEFORE WHICH

THE TENDER MUST REACH

THE OFFICE - AS PER TENDER NOTICE

10 OPENING DATE OF THE

TENDER BY THE OFFICE - AS PER TENDER NOTICE

11 LOCAL COMPETITIVE BIDDING

-- TENDER CLASS -- C

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 Defect &Liability Period - The contractor shall be responsible to

make good and remedy at this own

exppence any defect which may

developed or may be noticed before

the period mentioned here under from

the certified date of complition, The

within 15 days of recipts of the notice.

In the case of failure on the part of the

contractor, the Engineer incharge may

rectfy or remove or reexecute the work

at the risk & cost of the contractore.

The Engineer incharge shall be

entitled to appropriate the whole or

any part of the amount of security

deposit towards theexpences, If any,

incurred by him in rectification,

removal or re- execution. The defect

liability period shall be as under (a)

for all works costing up to Rs.

(amount put to tender), the period

shall be three months from the cirtified

date of complition. (b) for all

workscosting more than Rs.

NAME OF WORK --

Work of constructing footpaths on both sides of the road from Punitnagar to Durganagar under

Amrut Station, as well as constructing footpaths at various other locations Lambha area in Vatva

Ward of the South Zone. (A.R.C.)

TENDER NOTICE No. -- 6 TENDER No. --

LOCAL COMPETITIVE BIDDING -- TENDER CLASS -- C

Time Limit (Months)

Issue Date AS PER Last Date of AS PER Opening AS PER

of tender --- TENDER Receiving of TENDER Date of TENDER

From - To NOTICE Tender --- NOTICE Tender- NOTICE

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 C or registered with Government of Gujarat

in Class C 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, SOUTH ZONE Zonal Office, Ahmedabad

Municipal Corporation, Rambag, Maninagar, Ahmedabad - 380008 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 --

Work of constructing footpaths on both sides of the road from Punitnagar to Durganagar under

Amrut Station, as well as constructing footpaths at various other locations Lambha area in Vatva

Ward of the South Zone. (A.R.C.)

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

from the date of written order to commence the work.

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

opening of tenders.

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

of ₹ 150000.00 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

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 market.

13 No difference in rates of cement and steel prevailing in the market in Ahmedabad at a later date shall be

paid /Recovered by A.M.C.(as the case may be) to / from contractor for the procurement of Cement and

Steel from open market in Ahmedabad. Contractor will not be paid for any transport, handling &

storage expenses separately and he should quote for the works accordingly.

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

obtained and submitted by contractor. Contractor shall have to produce test certificates for all

procurement of Cement , Steel, Bitumen and other important materials

INSTRUCTION TO THE TENDERER

15 ALL INSTRUCTIONS TO TENDERERS, SPECIAL INSTRUCTIONS FOR

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

ARBITRATION, GENERAL SPECIFICATIONS, PROJECT INFORMATION

GENERAL,PAYMENT CONDITION TO THE CONTRACTOR, DEFINITION OF TERMS

EARNEST MONEY, SUBMISSION OF TENDERS, GENERAL RULES AND

DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS TERMS AND

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

PERFORMA OF AHMEDABAD MUNICIPAL CORPORATION OF ENGINEERING

DEPARTMENT AND SHALL BE APPLIED TO THIS TENDER CONTRACTOR MUST

HAVE THIS DOCUMENT AND SHALL BOUND FOR THE SAME.

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

GENERALTECHNICAL SPECIFICATIONS , CONDITIONS, CLAUSES, INSTRUCTIONS

ETC. AND AGREE TO ABIDE BY THEM.

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

AGREE TO ABIDE BY THEM.

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS

AND AGREE TO ABIDE BY THEM.

IN THIS TENDER THERE ARE MANY POSSIBILITIES OF ADDITIONAL AND

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

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

THIS CONTRACTOR WILL NOT CLIAM FOR ANY EXTRA AMOUNT OR

COMPENSATION FOR THE SAME I AGREE TO ABIDE BY THEM.

GENERAL RULES & DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS TERMS

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

STANDARD PROFORMA FOR TENDER OF AHMEDABAD MUNICIPAL CORPORATION

OF ENGINEERING DEPARTMENT AND SHALL BE APPLIED TO THIS TENDER .

CONTRACTOR MUST HAVE THIS DOCUMENT.

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal SOUTH ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

16 DECLARATION FORM :- TENDER No

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

Work of constructing footpaths on both sides of the road from Punitnagar to Durganagar under

Amrut Station, as well as constructing footpaths at various other locations Lambha area in Vatva

Ward of the South Zone. (A.R.C.)

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

the local situation regarding materials, labour and other factors pertaining to the work before submitting

2 I / We hereby declare that I / We have carefully studied the conditions of contract, sections and

other tender documents of this work and agree to execute the same accordingly.

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

tender for submission accordingly.

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

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

Engineer, Technical Supervisor, Assistant Manager, Accountant, Store Keeper or any such category. If

yes, then, the names should be submitted.

Dated Signature Of Contractor

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

GENERAL SPECIFICATION

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

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

Engineer or his representative and his order will be considered final. The contractor shall have to

maintain account of steel, cement and other materials, that may be brought by him on site. This account

shall be regularly maintained and kept open for inspection by municipal staff. Watering of all the

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

TECHNICAL SPECIFICATIONS FOR MATERIALS AND ITEMS

NAME OF WORK -- Tender No.

Work of constructing footpaths on both sides of the road from Punitnagar to Durganagar under

Amrut Station, as well as constructing footpaths at various other locations Lambha area in Vatva

Ward of the South Zone. (A.R.C.)

GENERAL AND STANDARD TECHNICAL SPECIFICATIONS FOR WORK.

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

Engineer-in-charge.

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

reference to the latest edition of the same inforce on the date of agreement.

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

of a particular point or aspect, the provisions on these particular points or aspects in the relevant Indian

Standards shall be referred to.

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

following limits:

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

(ii) Areas 0.01 Sq. Mt.

(iii) Cubic Contents 0.01 Cu. Mt.

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

thickness shall be followed.

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

necessarily the route actually taken. The decision of the Engineer-in-charge in this regard

shall be taken as final.

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

7 Lift shall be measured from plinth level.

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

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

shall be deemed to be included therein.

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

in the form of a designation containing them number of the specification of the Materials and

prefix ‘M’ e.g. "M-5"

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

contractor from the responsibility of replacing defective Materials brought on site or Materials used in

the work found defective at later date. The contractor shall have no claim to any payment or

compensation whatsoever on accounts any such Materials being rejected by the Engineer-in-charge.

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

13 No collection of Materials shall be made on site before it is got approved from the Engineer-in-

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

stored in such manner as to prevent damage ,deterioration of intrusion of foreign matter and to ensure

the preservation of their quality and fitness for the work.

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

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

lead to damage or overloading of the various components of the structure.

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

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

lines, levels, alignment of the work during execution shall kept in sufficient numbers and in good

working condition on the site of the work.

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

overloading of the various components of the structure during execution or after completion of the

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 SOUTH 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

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

inclusive value for the work described including all costs and expenses which may be required in and

for the execution of the work described together with all general risks, liabilities and obligations set forth

or implied in the document on which the tender is based.

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

herein below or items deleted or added, the Rates quoted for the entire work shall remain firm and no

extra claims in this respect will be entertained. The payment shall be made based on the actual

quantities in the completed work.

4 All works shall be carried out strictly as per detailed specifications whether actually specified or not. If

not specified, as per directions of Engineer in charge

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

quoted Rates valid under such a condition he shall clearly state so in his bid.

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

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

rates shall be written in ink and shall be entered both in figures and words.

7 If Tenderer need any clarifications, they should obtain the same in writing from owner/ Engineer.

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

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

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

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

hours in his office before quoting tender.

PAGE -- 2 of 2 SHEDULE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

GENERAL TENDER CONDITIONS

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

to arrange for Security Deposit within 10 days for works up to 10 lacks of tender amount and 15 days for

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

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

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

deducted from contractor’s bill. Security Deposit of 5% of sanctioned tender amount shall be deposited by

pay order / demand draft / cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor

shall have to sign contract paper with AMC.

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

contractor shall not be given any tender, offer, quotation work in AMC for one year.

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

accepted and awarded.

4 Specification of tender items shall be as per PWD manual in general / AMC’s norms and B-1 form

conditions shall be applicable. In case of controversy, Addl.C.E.’s decision shall be final.

5 If watering is not done as per norms/specifications or if debris is not removed within 24 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

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

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,

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

contractor then it shall be treated as cancelled at the time of opening ( except E-Tendering).

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

the time of opening of tender.

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

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

delay of providing materials by central stored shall be given to the contractor.

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

grouting work then contractor shall have to rectify the poor grouting work without 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 "As and When Required" Clause: Most civic tenders include a flexibility clause stating that the services,

labor, or materials can be diverted to other administrative zones or wards at the same approved rates if an

exigency arises.

37 Competent Authority Approval: Utilizing the tender resources outside the originally designated ward

requires formal, prior approval from the competent authority (such as the Ward Officer, Deputy

Commissioner, or Municipal Commissioner).

38 Variation and Quantity Limits: While the approved item rates will remain identical, any significant increase

in the total volume of work may require a formal 'Excess Quantity' or deviation approval as per financial

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. SOUTH ZONE

Address Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

TECHNICAL SPECIFICATION

Item No. Technical Specification Description Mode of Measurement / Payment

Box cutting the road surface to proper slope and camber for making a

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 200Mt.lead.

Any soil which generally yields to the application of ackaxes and

shoves, phawaras rakes or any such ordinary excavating implement or

organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this

Clearing the site:

The site on which the structure is to be built shall be cleared and all

obstructions, loose stone, materials and rubbish of all kind, bush,

wood and trees shall be removed as directed. The materials so

obtained shall be property of the Government and be conveyed and Cubic Meter basis (according to

Item No. 1 stacked as directed. within 200 M. lead. The roots of the trees coming sections of trenches shown on drawing

in the sides shall be cut and coated with a hot asphalt. or given by Engineer-in-charge)

The rate of site clearance is deemed to be included in the rate of earth

work for which no extra will be paid.

After clearing the site, the center lines will be given by the Engineer-

in-charge. The contractor shall assume full responsibility for

alignment, elevation and dimension of each and all parts of the work.

Contractor shall supply laborers, materials, etc. required for setting

out the reference marks and bench marks and shall maintain them as

long as required and directed.

The excavation in foundation shall be carried out in true line and

level and shall have the width and depth as shown in the drawings or

as directed. The contractor shall do the necessary shoring and shutting

Conveyance charge of earth, lime, murrum, building rubbish,

manure, garbage, sludge, excavated rock, fly ash, aggregates of

any kind Including spreading & levelling etc. complete.

• (a)Lead Upto 1 Km.

• (b)Lead From 1 Km to 2 Km.

• (c)Lead From 2 Km to 3 Km

Item No. 2 One Cubic Meter basis

• (d)Lead From 3 Km to 4 Km

• (e)Lead From 4 Km to 5 Km

• (f)Lead From 5 Km to 10 Km

• (g)Lead From 10 Km to 15 Km

Disposal of earth, lime, murrum, building rubbish, manure,

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

Item No. 03 Coarse sand : 6- Hand broken stone aggregates 40mm nominal CMT basis

size) and curing complete

Providing TMT Bar FE500D reinforcement for R.C.C. Work

including bending,binding and placing in position complete

Item No. 04 KG basis

upto floor two level. (As Per Road Tender) As per R & B SOR

Repairing damaged M.H. and raising 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.

Item No. 5 steps and existing MH sheet cover, removing the debris from No. basis (up to 2.00 mt. depth work)

MH and carting the same as directed.(a)upto 0.15mt.(@Two

coarse)(b)upto to 0.35mt.(@Four coarse (c)upto

mt.(@seven Coarse) (d)upto 0.90mt.(@Ten Coarse)

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

Item No. 6 Reinforcement etc. comp. with stacking the material as Smt. Basis

directed. (a) up to 0.20 meter thickness (By Manual)(b) 0.20 to

0.30 meter (By any type of Breaker Machine or R.C.C.Cutter

machine)(c) 0.30 meter & above

Providing and fixing cast iron manhole frame of weight 80 to

85 kg suitable for existing EHD-35 FRC MH cover, rate also

incl. loading, unloading and fixing the frame in line and level

Item No. 7 kg. Basis

to match exisisting road level in C.C. 1:2:4 and finishing

smooth, watering and protecting for 7 days etc. complete as per

instruction by engg. in charge.

Providing and laying in position Ready Mixed M-200 grade

concrete for reinforced cement conctere work, using cement

content as per approved Design Mix manufactured in fully Volume basis (Length x Breadth x

automatic batching plant and transported to site of work in Depth)

transit mixer for a lead up to 10 kms having continuous

agitated mixer...

Providing Formwork of ordinary timber planking so as to give

a rough finish including centering shuttering strutting and

propping etc. Heightof propping and centering below

Item No. 9 supporting floor to ceiling not exceeding 4 M. and removal of Smt. Basis

the same for in situ reinforced concreteand plain concrete work

in. (A)Foundations Footings Bases of Columnsetc. and Mass

Providing and fixing S.W. Gully Trap with C.I. Grating brick

masonrychamber and water tightC.I. cover with frame of

Item No. 10 No. Basis

300mm x 300mmsize(inside) with standard weight.(i) Square

mouth traps. (A) 100mm x100mm size P type.

P/A Tremix with dewartering machine and floater machine on

Item No. 11 constructed CC work for finishing the surface as per Smt. Basis

Making 15 mm. Groove in RCC work on road & filling it with

Item No. 12 polysulfied selant & finished ot good incl. all labour charges Nos. Basis

etc. comp.as directed.

Leveling or orien tation of existing Gully Trap chamber

Item No. 13 incl.nece. masonry in CM (1:6) and plaster in CM (1:3) etc. Nos. Basis

using old GT stone and cover etc.comp.

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

etc. comp. Directed.

Item No. 14 (a) F.R.C. Extra Heavy Duty (EHD-35) No. Basis

(b) F.R.C. Heavy Duty [HD-20]

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

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with

Item No. 15 frame 600mm x 600mm clear opening etc. comp.. As directed No. Basis

by engineer in charge.

Providing & Laying For Approved Quality (ISO Certified

Item No. 16 Smt. Basis

Brand) Floor Hardner @ 3.0 Kg/Smt.

Providing and supplying,and jointing ISI mark only standard

Item No. 17 length stoneware pipes of following class and diameter Nos. Basis

including excavation for laying of pipes... d) 230mm dia

(B) PAVER BLOCK SECTION

Item No. Technical Specification Description Mode of Measurement / Payment

Item No. 01 Dismantling the following including loading, unloading (a) RMT (b) one sq. Meter (C) CMT

and disposal of unserviceable material for all lead or as (d) Cu.m (e) Cu.m

directed by Engineer-In-Charge and stacking the

serviceable material and backfilling the resulting trenches

and pits complete.

a. central verge -kerb stone.

b. Dismantling tiled or stone floors laid in mortar...

c. Demolition & disposal of unserviceable material for

unreinforced concrete.

d. Demolition of brick work & stone masonry...

e. Demolition including stacking of serviceable materials...

(I) R.C.C work.

Item No. 02 Extra rate over item of excavation of earth for excavation Smt. Basis

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.

Item No. 03 Barricading the entire break down or excavated area on Rmt. Basis

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...

Item No. 4 Box cutting the road surface to proper slope and camber one cubic meter

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 200Mt.lead.

Item No. 5 Conveyance charge of earth, lime, murrum, building one cubic meter

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

aggregates of any kind Including spreading & levelling

etc. complete. (a) Lead Upto 1 Km to (g) Lead From

Item No. 6 Repairing damaged M.H. and raising M.H. up to road No. Basis

level incl. removing damaged brick work and repairing by

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

Item No. 07 Repairing damaged I.C./ Raising removing damaged brick No. Basis

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...

Item No. 08 Excavation for pipe line trenches for sewerage line, Cmt. Basis

manhole etc all with shoring and struting if required as per

required gardient and lineincluding safety provisions using

site railes and stacking excavated stuff...

(A) In all sorts of soil and soft murrum

(B) In hard murrum, boulders including macadam road

Item No. 09 Providing F.R.C. MH seat cover incl. carting to the work Nos. Basis

site etc. comp. Directed. (A) F.R.C. Extra Heavy Duty

(EHD-35) (B) F.R.C. Heavy Duty [HD-20]

Item No. 10 F.R.C. Strom Water Grating Grating(Jali): 620 x 620 x Nos. Basis

75mm square jali, 5:00 MT load design, 75x1.2mm MS

flat allround, Frame: 500 x 500mm clear opening...

Item No. 11 Constructing Bombay Pattern Type Catch Pit of size 0.60 Nos. Basis

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...

Item No. 12 Supplying and fixing of 300 mm-L x 150 mm-B x 380 Per specifications of Kerb

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

mm nominal size black trap aggregate...

Item No. 13 Providing and Laying of Rubber Moulded Paver Block SMT

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...

Laying on 50 mm thick sand bedding.

Item No. 14 Labour work of fixing kurb any design of central verge, RMT basis

(both side) footpath kurb, items includes necessary

excavation, asphalt cutting of any thickness, erecting in

line and position...

Item No. 15 Providing and laying cement concrete 1:3:6 (1- Cement : CMT basis

3- Coarse sand : 6- Hand broken stone aggregates 40mm

nominal size) and curing complete

Item No. 16 Labour work for fixing interlocking blocks / any kind of RMT basis

pavement on up to 50 mm th sand bedding, levelling,

watering and fixing in line & level as well cleaning the site

etc.comp. as directed.

Item No. 17 Lowering laying jointing RCC Pipes in CM 1:1 1/2 of RMT basis

following dia meter in proper positon grade and alignment

at all level as directed by Engineer in charge...

Item No. 18 Proding and supplying ISI standord RCC pipes (of RMT basis

sulphate Ressisting Cement) in standord lengths of

following class and diameter...

Item No. 19 Making connection to the ex.M.H. in running sewer incl Nos basis

Dewatering and other required machinery etc.of following

dia pipe satany convenienttime...

a) 150mmto300mmdia.

CCRS Complaint Redressal SLA & Penalty Structure

No Department Category Problem Description SLA

1 Engineering Water >> Engineering Water-Pollution In Supply 24 Hours ₹1,000.00

2 Engineering Water >> Engineering Water -Other 72 Hours ₹500.00

3 Engineering Water >> Engineering Water-low pressure 240 Hours ₹500.00

4 Engineering Water >> Engineering Water-No Supply 240 Hours ₹500.00

Water-Requirement of Water

5 Engineering Water >> Engineering 6-12 Hours ₹500.00

6 Engineering Water >> Engineering Water-Leakage In Main Line 48 Hours ₹500.00

Drainage- Manhole Cover

7 Engineering Drainage >> Engineering 24 Hours ₹1,000.00

8 Engineering Drainage >> Engineering Drainage-Other 48 Hours ₹500.00

9 Engineering Drainage >> Engineering Drainage- Choking Of Line 48 Hours ₹500.00

Drainage- overflowing of

10 Engineering Drainage >> Engineering 48 Hours ₹1,000.00

mainline and distribution line on

Drainage-Public Toilets and

11 Engineering Drainage >> Engineering 72 Hours ₹500.00

Urinals Drainage Line Blockage

12 Engineering Road Road-Bhuva On Road 48 Hours ₹1,000.00

13 Engineering Road Road-Other 48 Hours ₹500.00

14 Engineering Road Road-Repair Require 72 Hours ₹500.00

15 Engineering Footpath Road-Footpath Repairing 168 Hours ₹500.00

16 Engineering Storm Water Road-Catch Pit Repairing 96 Hours ₹500.00

17 Engineering Storm Water Road-Waterlogged Due To Rain 24 Hours ₹1,000.00

Building-Municipal Schools

18 Engineering Building >> Engineering 168 Hours ₹500.00

Public Building-Public Toilets

19 Engineering Public Building 360 Hours ₹1,000.00

and Urinals - Repairing of

Note: If the total penalty amount goes above 10.00% of sanctioned tender amount, the said tender will be called off &

will be reinvited for the same at that particular stage of tender.

TENDER TERMS & CONDITIONS (ટ ડરની શરતો)

(1) CCRS complaints will be communicated to the contractor via WhatsApp, telephone, or in writing. Must be

completed within SLA.

(2) After completion, photographs, certificate, and completion updates must be shared with the ward staff within SLA.

(3) If complaints are not resolved within SLA, penalties will be deducted directly from the bill as per the matrix.

(4) A weekly report of CCRS complaints must be certified and submitted to the Ward Office in the prescribed format.

(5) If a complaint does not belong to the ward, department, or AMC jurisdiction, the ward staff must be informed

immediately after calling the applicant.

(6) Biometric attendance is mandatory for the supervisor deployed by the agency/contractor.

(7) The appointed supervisor must be literate (सा र).

(8) Supervisors cannot be changed without prior written notice. Uninformed changes attract a penalty of ₹2,000 per

(9) Complaints must only be closed after calling the applicant. Reopened complaints will attract a penalty of ₹1,500 per

Contractor’s Name and seal ADD.CITY ENGINEER

Mobile No. SOUTH ZONE

Address Ahmedabad Municipal Corporation