Construction New Rcc road and paver block on open space and chine moisic and other civil related work in jivan vasdi drainage pumping station and Hari villa Strom water drainege pumping in Viratnagar ward of East zone.( Re-invite)

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. --  ₹ 1500 TENDER CLASS -- E1

In DEMAND DRAFT / PAY ORDER FROM

BANK ACCEPTABLE TO THE AMC

Contractor's Name :-

Contractor's Address :-

Contractor's Register Number / Renewal Year / class :-

Contractor's Bank, Branch Name :-

Bank Account Number :- Banks MICR Number-

8 DOWN LOAD DATES FOR

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

9 DATE ON OR BEFORE WHICH

THE TENDER MUST REACH

THE OFFICE  18-Feb-26 6.00 PM

10 OPENING DATE OF THE

TENDER BY THE OFFICE  19-Feb-26 5.00 PM

11 LOCAL COMPETITIVE BIDDING

-- TENDER CLASS -- E1

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

TENDER POST OR IN PERSON.

 TENDER SENT BY ORDINARY POST

WILL BE REJECTED OUTRIGHT.

 CONDITIONAL TENDER WILL BE

REJECTED OUTRIGHT.

13 DESCRIPTION ESSENTIAL TO   NAME OF THE WORK.

BE MADE ON SEALED COVER TENDER No.--

 DATE OF RECEIVING TENDER BY

14 MODE OF QUOTING RATES IN   PERCENTAGE RATE IN FIGURES AS

SCHEDULES OF RATES.  WELL AS IN WORDS.

  TENDER SHALL BE SUBMITTED IN

DUPLICATE.(EXCEPT E-TEDER)

NAME OF WORK --

Construction New Rcc road and paver block on open space and chine

moisic and other civil related work in jivan vasdi drainage pumping

station and Hari villa Strom water drainege pumping in Viratnagar ward

of East zone.( Re-invite)

E TENDER NOTICE No. -- 27 TENDER No. --

LOCAL COMPETITIVE BIDDING -- TENDER CLASS -- E1

Time Limit (Months)

Issue Date ------ Last Date of 18-Feb-26 Opening 19-Feb-26

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

From - To Tender --- Tender-

The Municipal Commissioner of Ahmedabad Municipal Corporation, invites Percentage

rate tender for the above works from the contractors registered with Municipal

Corporation of Ahmedabad in Class E1 or registered with Government of Gujarat

in Class E1 or from contractors registered in similar class with any other

State Government of India who have the financial capability and technical ability to

carry out the work. Also Private pre qualified reputed experience builders can also

apply. Experience in carrying out works of comparable nature is essential.

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

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

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

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

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

SPECIAL GENERAL INSTRUCTIONS TO TENDERERS

NAME OF WORK --

Construction New Rcc road and paver block on open space and chine

moisic and other civil related work in jivan vasdi drainage pumping

station and Hari villa Strom water drainege pumping in Viratnagar ward

of East zone.( Re-invite)

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 ₹ 31011.00 in Pay order, Demand Draft, Bank Guarantee or Cheque from

bank acceptable to the AMC.

4 Tender deposit is accepted as detailed out in Ahmedabad Municipal Corporation,

Section B-1, Engineering Department, percentage Rate Tender and General condition's of

Contract for Works here in afterwards referred as Form- B-1.

5 An overall schedule of the "Work Plan "of the project based "Network Technique Method"

Programmer Evaluated and Review Technique (PERT) / Critical Path Method (CPM) for

appreciating his method of planning, scheduling and control of project execution

should be submitted by the contractor.

6 After the demand of R.A. Bills by contractors, work shall be verified by the Engineer in

charge of AMC or the Architect / Consultant will give his certificate, whether the work has

been executed according to the standard norms and approved designs and the

workmanship is of acceptable quality. Also the progress of work shall be according to

the construction programme approved by AMC or the Architect /Consultant. On

recommandations of Engineer in charge of AMC or Architect / consultant , R.A. Bills will

processed for the payment.

7 2% FROM EACH RUNNING BILL WILL BE RETAINED AND SHALL BE RELEASED

AT TIME OF FINAL BILL

8 In the circumstances of dispute, the decision of Add. City Engineer ( Zones) shall

be final & bound for the contractor. In case, in the detailed specifications of materials

and code of practice specifications of Index Nos. are found missing thus they must be

referred to the of specification of materials and code of practice.

PAYMENT CONDITIONS TO CONTRACTOR

9 Without proper Refilling, compaction and watering no payment shall be given to

contractor for excavation, refilling and or earth filling items.

10 Contractor shall have to submit a demand letter for running bill as well as final bill..

11 If progress of work is not in proportion to the time limit, otherwise penalty will be imposed.

MATERIAL PROCUREMENT

12 All material like Cement, M. S. Bars / Tor steel reinforcement and structural steel,

Bitumen etc. required for this work shall be procured by the contractor from the open

13 No difference in rates of cement and steel prevailing in the market in Ahmedabad at a

later date shall be paid /Recovered by A.M.C.(as the case may be) to / from contractor for

the procurement of Cement and Steel from open market in Ahmedabad. Contractor will

not be paid for any transport, handling & storage expenses separately and he

should quote for the works accordingly.

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

materials shall be obtained and submitted by contractor. Contractor shall have to

produce test certificates for all procurement of Cement , Steel, Bitumen and other

important materials

INSTRUCTION TO THE TENDERER

15 ALL INSTRUCTIONS TO TENDERERS, SPECIAL INSTRUCTIONS FOR

CONTRACTORS, DOCUMENTS, RULES FOR GRANT OF ADVANCES, CLAUSE

FOR ARBITRATION, GENERAL SPECIFICATIONS, PROJECT INFORMATION

GENERAL,PAYMENT CONDITION TO THE CONTRACTOR, DEFINITION OF TERMS

EARNEST MONEY, SUBMISSION OF TENDERS, GENERAL RULES AND

DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS TERMS AND

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

STANDARD PERFORMA OF AHMEDABAD MUNICIPAL CORPORATION OF

ENGINEERING DEPARTMENT AND SHALL BE APPLIED TO THIS TENDER

CONTRACTOR MUST HAVE THIS DOCUMENT AND SHALL BOUND FOR THE

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

GENERALTECHNICAL SPECIFICATIONS , CONDITIONS, CLAUSES,

INSTRUCTIONS ETC. AND AGREE TO ABIDE BY THEM.

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

AND AGREE TO ABIDE BY THEM.

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE

ITEMS AND AGREE TO ABIDE BY THEM.

IN THIS TENDER THERE ARE MANY POSSIBILITIES OF ADDITIONAL AND

ALTERATION ITEMS HENCE MANY ITEMS ARE LIKELY TO BE DROPPED OR

THERE QUANTITIES ARE LIKELY TO BE VARY UP TO ANY EXTENT AND

HENCE FOR THIS CONTRACTOR WILL NOT CLIAM FOR ANY EXTRA

AMOUNT OR COMPENSATION FOR THE SAME I AGREE TO ABIDE BY THEM.

GENERAL RULES & DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS

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

PER STANDARD PROFORMA FOR TENDER OF AHMEDABAD MUNICIPAL

CORPORATION OF ENGINEERING DEPARTMENT AND SHALL BE APPLIED TO

THIS TENDER . CONTRACTOR MUST HAVE THIS DOCUMENT.

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

16 DECLARATION FORM :- TENDER No

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

Construction New Rcc road and paver block on open space and chine

moisic and other civil related work in jivan vasdi drainage pumping

station and Hari villa Strom water drainege pumping in Viratnagar ward

of East zone.( Re-invite)

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

our selves with the local situation regarding materials, labour and other factors pertaining

to the work before submitting this tender.

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

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

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

preparing the tender for submission accordingly.

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

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

Engineer, Add. Assistant Engineer, Technical Supervisor, Assistant Manager,

Accountant, Store Keeper or any such category. If yes, then, the names should be

Dated Signature Of Contractor

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

GENERAL SPECIFICATION

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

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

Add. City Engineer or his representative and his order will be considered final. The

contractor shall have to maintain account of steel, cement and other materials, that may

be brought by him on site. This account shall be regularly maintained and kept open for

inspection by municipal staff. Watering of all the items shall be done as per

instructions. Mixing of concrete shall be done by concrete mixer machine.

3 Arrangements of bringing vibrator for R.C.C. works if required shall have to be made by

the contractor othervise concrete work shall not be allowed.

4 The contractor shall remain responsible for workman's compensation of any accident that

may occur. The contractor shall arrange for lights at night and fencing and security

guard and shall be responsible for any damage of life and property if any happen, during

the execution of work in case of dispute for unseen or over looked items, the decision of

the Add. City Engineer or his representative shall be final. The contractor shall have to

clean all rubbish on completion of work and hand over the building with final finishing

as directed. All the rejected materials shall be removed from site with in 24 hours by

contractor at his risk and cost.

5 For mixing mortar either for masonry or for plaster; or for any other purpose contractor

shall have to prepare trough of bigger size and mix the mortar in the required

proportion in case he shall be allowed to mix the mortar either on solid floor or any

finish surfaces.

6 The contractor shall have to make his own arrangement for water required for the work

7 If any extra item crops up during the progress of work, the same shall be carried out by

the contractor and he shall be paid at the rate fixed by Add. City Engineer or his

representative as per the rate analysis based on current market rates and as per

prevailing circular of AMC..

8 If in the interest of the Corporation it is necessary to change either any site or the design

of the proposed work, the contractor shall carry out the same at his quoted rates without

charging any extra and the contractor will have to carry out the works and he will be paid

at the rates quoted by him in the tender and no claim for extra charges entertained.

9 The cubical contents of the cement bag shall be taken as 1.25 cft. or 0.035 cmt. / bag

and the contractor shall have to prepare the measure box according to this measures.

10 Retention money at the rate of 2% shall be deducted from every running bill of the

contractor and which will be paid at the time of final bill.

11 Contractor will be fully responsible for compliance of the various provision under

contract Act. 1970 and rules framed there under.

12 The tender for the work shall remain valid for a period of 120 days from the date of

opening of the tenders for this work and that the Tenderer shall not be allowed to

withdraw or modify the offer on his own during this period. If any Tenderer withdraws or

makes any, modifications or additions in the terms and conditions of tender. His tender

will not be acceptable to the Municipal Corporation. The Municipal Corporation

,without prejudice to any right or remedy be at liberty to forfeit the Earnest Money

13 No Materials shall be supplied by A.M.C. The contractor have to make their own

arrangement for procurement of materials from open market. But the contractor

shall have to give necessary test certificates for different materials as per relevant

I.S. code before using the same in the work at his cost in presence of AMC Engineers..

14 As per circular No MGR 2176(96),2418 (ii)GHH dated 31-3-77 issued by Government of

Gujarat contractors are requested to procure their quarry materials required for

construction work through legal sources i.e. Only from the quarry lease. holders permit

holder or middleman who satisfies the contractor as the legality of the source of

purchase by him on these materials.

15 If the work is not carried out within the specified time limit

12 months from the date

order to start the work. Penalty shall be recovered at the rate of 10% on the amount

of the non completion of the remaining work for delay in allotted,/ extended time limit

and shall be recovered from the immediate bills payable to the Contractor.

16 The contractor shall have to take labour License of the work as per Labour act.

The contractor shall have to follow Child Labour act. The Tenders are to be

submitted in duplicate except E-Tender without which the tenders are liable to be

rejected. Conditional tender will not be accepted.

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

TECHNICAL SPECIFICATIONS FOR MATERIALS AND ITEMS

NAME OF WORK -- Tender No.

Construction New Rcc road and paver block on open space and chine

moisic and other civil related work in jivan vasdi drainage pumping

station and Hari villa Strom water drainege pumping in Viratnagar ward

of East zone.( Re-invite)

GENERAL AND STANDARD TECHNICAL SPECIFICATIONS FOR WORK.

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

“approved” by the Engineer-in-charge.

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

taken to mean as a reference to the latest edition of the same inforce on the date of

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

specific mention of a particular point or aspect, the provisions on these particular

points or aspects in the relevant Indian Standards shall be referred to.

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

nearest to the following limits:

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

(ii) Areas 0.01 Sq. Mt.

(iii) Cubic Contents 0.01 Cu. Mt.

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

thickness shall be followed.

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

route and note necessarily the route actually taken. The decision of the

Engineer-in-charge in this regard shall be taken as final.

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

7 Lift shall be measured from plinth level.

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

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

specifications shall be deemed to be included therein.

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

items of works is in the form of a designation containing them number of the

specification of the Materials and prefix „M‟ e.g. "M-5"

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

absolve the contractor from the responsibility of replacing defective Materials brought on

site or Materials used in the work found defective at later date. The contractor shall

have no claim to any payment or compensation whatsoever on accounts any such

Materials being rejected by the Engineer-in-charge.

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

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

the Engineer-in-charge.

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

Materials shall be stored in such manner as to prevent damage ,deterioration of

intrusion of foreign matter and to ensure the preservation of their quality and fitness for

15 Materials , if

and when rejected by the Engineer - in - charge, shall be immediately

removed from the site of work.

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

way as to cause or lead to damage or overloading of the various components of the

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

the particular item.

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

as for checking lines, levels, alignment of the work during execution shall kept in

sufficient numbers and in good working condition on the site of the work.

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

damage or overloading of the various components of the structure during execution or

after completion of the structure.

20 Special modes of construction not adopted in general Engineering practice, if

proposed to be adopted by the Contractor, shall be considered only if the contractor

provides satisfactory evidence that such special mode of construction is safe, sound

and helps in speedy construction and completion of work to the required strength and

quality. Acceptance of the same by the Engineer- in- charge shall not, however, absolve

the contractor of the responsibility of any adverse effects and consequence of adopting

here in the course of execution or completion of the work.

21 All installations pertaining to water supply and fixtures thereof as

well as drainage lines

and sanitary fittings shall be deemed to be completed only after giving satisfactory tests

by the contractor.

22 The contractor shallbe responsible for observing the rules and regulations imposed

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

Government from time to time.

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

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

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

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

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

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

structure as per the drawings and specifications.

26 I HAVE ALSOGONE THROUGH TECHNICAL SPECIFICATION FOR THE ITEMS AS

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

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

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

ITEMS AVAILABLE, SPECIFICATION GIVEN BY THE ENGINEER IN CHARGE

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

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

SUMMARY OF COST AND

SCHEDULE OF QUANTITIES AND RATES

_ SUMMARY OF COST AND RECAPITULATION SHEET

_ SCHEDULE OF QUANTITIES & RATES

PAGE -- 1 of 2 SHEDULE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

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

conjunction with instructions to tenderers, technical specifications, drawings and

general conditions of contract for civil works.

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

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

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

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

the tender is based.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

them during office hours in his office before quoting tender.

PAGE -- 2 of 2 SHEDULE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

GENERAL TENDER CONDITIONS

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

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

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

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

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

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

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

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

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

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

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

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

which tender to be accepted and awarded.

4 Specification of tender items shall be as per PWD manual in general / AMC‟s norms and

B-1 form conditions shall be applicable. In case of controversy, Addl.C.E.‟s decision shall

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

hours, then without notice, AMC shall have a right to execute that work at contractor‟s risk

and the amount shall be recovered from the bill.

6 Contractor shall have to work in such a system that there shall be no damage to any

service line of electric, telephone, gas, any type of service cable, drainage or water lines

etc. In case of damage to service line, the contractor will be responsible for damage and

shall have to repair/reinstate the damaged existing services. The contractor shall have to

safe guard the labours against any accident or damage of lives or public property if any..

In case of police complain, Contractor shall be held responsible for negligence. In case of

soil/land collapse, contractor shall be held responsible for not supporting the soil with

shoring, strutting and shuttering. Contractor shall safeguard the labour before allowing

labour to enter in excavated pit or other hazardous site. In case of accident to labours,

contractor shall be held responsible for police complain against him. AMC‟s staff will not

be responsible for any accident at the site of the work.

7 Contractor shall take insurance of his all labour and supervisory staff.

8 Only registered contractor shall quote the tender, if the contractor is registered with

government then they shall have to apply for registration in AMC within 180 days from the

date of work order.

9 AMC‟s general condition and Form-B-1 shall be binding to the contractor B-1 Form is put

up on AMC‟s web site.

10 Payment of running bill, final bill shall be as per policy of AMC in force at time of payment.

11 Any time of litigation shall be in court of Ahmedabad city jurisdiction only.

12 As per site conditions/requirement of site, there shall be increase or decrease in tender

item quantities. In such case contractor shall not have right to any price rise. In case of

decrease in any tender item quantity, contractor shall not ask for compensation.

13 If any construction material brought to site by contractor is not as per specification, or any

inferior quality material brought to site, then such rejected material shall be removed from

the site within 24 hours, otherwise AMC can throw away such material at any place and

recover the amount for such removal work from contractor bill. In this case contractor shall

not be entitled for compensation.

14 Cost of testing of material shall be borne by the contractor. He shall provide vehicle for

taking material / staff from site to testing laboratory / manufacturing site and contractor

shall be bear the cost of transportation of staff and material.

15 Contractor shall work as per labour Act. Contractor shall not be given any payment if

labour act rules are not followed or insurance of labour is not taken for work.

16 Contractor shall deposit the material on site in such a way that it should not become

obstruction to any one in any way.

17 All type of taxes(e.g. sales tax, surcharge, vat etc) to be borne by the contractor.

18 If asked by AMC Engineering staff, contractor shall take photograph of site of work /

before start of work, during work and after the completion of work, with digital camera and

deposit to AMC office or transfer photograph from camera to AMC computer. No

additional cost shall be paid.

19 In case of cancellation / rejection of tender, contractor shall not be entitled for any

compensation or right.

20 In case of extra item, AMC circular no. 9 Dt.08.05.12 shall be follwed in general If item is

not available in SOR, then market rate shall be derived by the Eng. dept by rate analysis.

Contractor shall not ask for the rates as per his rate analysis. This should be clearly

understood and taken in to consideration while quoting the tender by the contractor.

21 During execution of work, contractor shall take safely measures like protection by ropes,

drums, danger sign boards, plastic strips, bamboos, wooden poles etc as per requirement

& instruction of Egg.- in –charge. In case of accident due to lack of protection, contractor

shall responsible for police complains, compensation etc AMC staff shall not be held

responsible for contractor‟s negligence.

22 If instructed by AMC officials, contractor shall have to keep daily progress register and

get it signed by Ass. City Engineer. Contractor shall maintain record of daily No.of labours

employed, work done. If rectification work is not done by contractor within 24 days, the

contractor shall be finned Rs.250/- per day for delay & shall be recovered from the

contractors bill.

23 Contractor shall not be entitled for any type of compensation or right for the cancellation

of tender or tender items by any means.

24 Deduction from bills shall be done as per rules prevailing or the rules which shall come in

to force, by State or Central Govt.

25 1% amount shall be deducted for labour welfare fund as per state Govt. order.

26 All the above conditions shall over rule the conditions given in Form B-1.

27 Specifications are placed on AMC website www.egovamc.com for tender items, PWD

manuals should be followed in general.

28 Contractor shall have to register the work as per labour act & as per building safely act,

1906 with, Dy.Director building safety act., Shram Bhavan, 5th floor labour commissioner

office, Khanpur, Ahmedabad.

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

quoted by contractor then it shall be treated as cancelled at the time of opening ( except

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

treated as cancelled at the time of opening of tender.

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

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

then the time limit delay of providing materials by central stored shall be given to the

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

stucked in grouting work then contractor shall have to rectify the poor grouting work

without any cost.

34 Before quoting the tender contractor should know that, he has seen the site understood

the item of works, site conditions. He should be in a positions to provide labours at the

time of festivals like Holi, Diwali, Navratri, Marriage season, rainy season or any other

time of the year Contractor cannot say that he has no labours due to festivals.

35 Running bill amount should be restricted to 90% sanctioned tender amount and remaining

10% amount shall be paid in final bill after completion of work..

I have read all above conditions carefully and ready to work as per above conditions.

Contractor’s Name and seal Add. City Engineer

Mobile No. EAST ZONE

Address Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

Construction New Rcc road and paver block on open space and chine moisic and

NAME other civil related work in jivan vasdi drainage pumping station and Hari villa

Strom water drainege pumping in Viratnagar ward of East zone.( Re-invite)

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RECAPITULATION SHEET Months

Sr.No DESCRIPTION AMOUNT

MAIN ESTIMATED TENDER COST

C.F. THIS TOTAL FROM TENDER3101053.48

(1) WRITE HOW MUCH PERCENTAGE HIGHER

OR LOWER IN FIGURES _______________ % LOWER / HIGHER

(Strikeout which ever is not applicable)

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

PERCENT LOWER/HIGHER

(Strikeout which ever is not applicable)

(3) AMOUNT ( B ) IN ₹.

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

C=A+B) OR IF PERCENTAGES QUOTED IS LOWER THAN DEDUCT AND

(4) WRITE TOTAL TENDER AMOUNT IN WORDS - ₹

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

Construction New Rcc road and paver block on open space and chine moisic and other civil

related work in jivan vasdi drainage pumping station and Hari villa Strom water drainege

pumping in Viratnagar ward of East zone.( Re-invite)

vqJoÍtul rJhtxldh Jtuzobtk ytJuj rlftuj rJM<thbtk ytJuj SJlJtze z[ulus vkved MxuNlbtk <&t nheJejt Mx[tub Jtuxh

vkved MxuNlbtk yth.me.me.htuz , vuJh çjtuf, atEltbtuÍuf, <&t yLg sYhe meJejftb ctc<. (he-RLJtRx)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

1 Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated -

stuff upto 50 Meter lead.

(A) Loose or soft soil

a) 0 to 1.5 meter depth 500.00 CMT 115.92

b) 1.5 to 3.0 meter depth 75.00 CMT 128.52

c) 3.0 to 5.0 meter depth 25.00 CMT 141.11

Conveyance charge of earth, lime, murrum,

building rubbish, manual garbage, sludge,

excavated rock, fly ash, aggregate of any kind

a) Conveyance charge 5 km lead 350.00 CMT 235.51

Filling available excavated earth

(excluding rock) in trenches. plinth, sides

3 of foundations etc. in layers not exceeding 20 50.00 CMT 129.10

cm. in depth consolidating each deposited

layer by ramming and watering.

Filling in plinth with sand under floors

4 including watering, ramming, consolidating 50.00 CMT 455.63

and dressing etc. Complete.

Demolition including stacking of serviceable

5 materilas and disposal of unserviceable -

materials with all lead and lift.

a) (i) R.C.C work 1.00 CMT 1047.38

Demolition of Brick work and stone masonry

including stacking of serviceable materilas

and disposal of unserviceable materials with

all lead and lift.

a) (ii) In Cement Mortar. 1.00 CMT 544.95

Dismentaling tiled of stone floors laid in

mortar including stacking of serviceable

materilas and disposal of unserviceable

materials with all lead and lift.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Dismantaling doors, windows, ventilators etc.

(woodorsteel) shutters including chowkhats,

8 architraves, holdfasts and other attachment -

etc. complete and stacking the materials with

all lead and lift.

a) (i) Note exceeding 3 Sq.M. in area. 10.00 Each 185.85

b) (ii) Exceeding 3 Sq.M. in area. 10.00 Each 248.85

Dismentaling of sheet roofing including

ridges, Hips, Valleys, Gutters etc. stacking of

9 serviceable materilas and disposal of 0.00 Smt 47.25 -

unserviceable materials with all lead and lift.

(i) G.I.sheet roofing.

Dismentalings manglore of country tile

roofing with battens boarding etc. including

10 stacking of serviceable materilas and disposal 1.00 Smt 86.63

of unserviceable materials with all lead and

lift. (ii) A.C. sheet roofing.

11 Providing Scaffolding for Demolation, Plaster

work & painting work by "H" Frame Stand of

by any means like bamboo, valli etc. inluding

carting material work site and removing after

compltion of work. Rate include any type rent

etc complet for any height as directerd by

engg. incharge.(Non SOR)

12 Providing and laying cement concrete 1:3:6

(1-Cement: 3 - Coarse sand : 6 - Graded brick

bat aggregate 40 mm normal size) and curing 100.00 Cmt 2976.00

complete excluding cost of form work.(A)

Foundation and Plinth

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

13 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 automatic batching plant and transported

to site of work in transit mixer for a lead up to

10 kms having continuous agitated mixer,

manufactured as per mix design of specified

grade for reinforced cement concrete work

including pumping of R.M.C. from transit

mixer to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve

workability without impairing strength and

durability as per direction of the Engineer - in

- charge. Without Fly Ash (Min cement level

as per latest IS 456 shall be maintained)

14 Providing TMT Bar FE 500D reinforcement

for R.C.C. work including bending, binding

and placing in position complete upto floor

15 Providing 15mm thick cement plaster in

single coat on Rough (Similar)side of single

or half brick walls for interior plastering upto 75.00 smt 155.61

floor two level and finished even and smooth

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

16 20mm thick sand faced cement plaster on

walls upto height 10 metres above ground

level consisting of 12mm thick backing coat

of C.M. 1:3 (1-cement : 3-sand) and 8mm

thick finishing coat of C.M. 1:1 (1-cement : 1-

sand) etc. complete.

17 Brick work using common burnt clay

building bricks having crushing strength not

less than 35 kg./Sq.Cm. in foundation and 60.00 Cmt 4011.66

plinth in Cement Mortar 1:5. (1- Cement : 5 -

fine sand)(B) Conventional

18 Extra for brick work in superstructure above

plinth level upto floor two level (B) 60.00 Cmt 272.25

19 White washing with lime on wall surface

(two coats) to give an even shade including

thoroughly booming the surface to remove all 1000.00 Smt 12.29

dirt, dust; mortar drops and other foreign

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

20 Painting one coats (excluding priming coat)

on previously painted steel and other metal

surface with enamel paint, brushing to give an 125.00 Smt 54.35

even shade including cleaning the surface of

all dirt, dust and other foreign matter.

21 Painting two coats (excluding priming coat)

on new steel and other metal surface with

synthetic enamel paint, brushing to give an 125.00 Smt 64.66

even shade including cleaning the surface of

all dirt, dust and other foreign matter.

22 Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats) to

give an required shape even shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete.

Brands:- Asian Paint, Berger Paints, Nerolac

23 Distempeing (Two coats) with oil bound

washable distemper of approved brand and of

required shade on wall surfaces to give an

even shade, after thorouhly brushing the

surface clean of all greasedirt, loose pieces of

scales and also including distempering with

oil bound washable distemper of preparing

the surface even and sand papered smooth.

Brands:- Asian Paint, Berger Paints, Nerolac

24 Wall painting (two coats) with plastic

emulsion paint of approved brand and

manufacture on undecorated wall surface to

give an even shade including throughly 125.00 Smt 78.44

brushing the surface free from mortar

droppings and other foreign matter and sand

papered smooth.

25 Applying two coats of putty & two coats of

primer of approved brand and manufacture on

new wall surface to give an even shade

including thoroughly brushing the surface

free from mortar dropping and other foreign

matter and sand papered smooth.

26 Providing and fixing M.S. grills of required

pattern to wooden frames of windows etc.

with M.S. flats at required spacings and frame

alround, square or round bars with round

headed bolts and nuts or by screws (A) Plain

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

27 Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x

cm. size including anodized alluminium 10.00 Smt 5285.45

fixtures and fastenings including primer coat

of approved quality and two coats of oil

painting etc, complete. (ii) Fully Panelled.

28 Providing erecting and fixing double coated

ISI water tank of required capacity each with

all necessary fittings and connection etc. 1000.00 ltr. 3.91

complete on terrace (approved brand and

29 Providing & fixing to wall ceilling and floor

galvanised M.S. tubes medium grade of

following nominal bore, tube fittings & -

clamps incl. Making good the wall ceiling &

30 Providing and fixing wsh down water closet

(European type, W.C. Pan) with integral P or

S trap including jointing the trap with soil

pipe in Cement Mortar 1:1 (1-Cement : 1-fine 1.00 No. 1290.80

sand) (Seal and cover to be measured and

paid for separately)(A) vitreous China Pattern

: (i) in white colour

31 Providing and fixing Urinal of approved

quality including connection with trap and

with integral longitudinal flush pipe.(A) 1.00 No. 1535.63

Squating plate pattern white earthenware

32 Providing and fixing washbasin with single

hole for pillar tap with C.I. or M.S. brackets

painted white including sutting holes and

making good the same but excluding 1.00 No. 1400.18

fittings.(A) Vitreous China:(ii) Flat Back

washbasin 550 mm x v 400mm size. (i) In

33 Providing & fixing screw down bib taps of

Brass screw down bib tap polished bright.

a) 15 mm dia. 1.00 each 184.98

34 Provdg. & fixing Gun metal check or non

return fullway wheel valve.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

35 Providing and laying white glazed tiles 6mm

thick in flooring treads of steps and landing

laid on a bed of 12mm thick cement mortar 50.00 Smt. 908.17

1:3 (1-cement : 3-coarse sand ) finishing with

flush pointing in white cement.

36 Providing and laying Vitrified tiles 8 to

mm thick , 24'' x 24'' in flooring treads of

steps and landing laid on a bed of 12mm thick

cement mortar 1:3 (1- cement : 3-coarse sand

) finishing with flush pointing in white

37 Providing and laying polished Kota stone slab

(Polished, Green colour) flooring over

mm. (average) thick base of cement mortar

1:6 (1 cement : 6 coarse sand) or lime mortar 50.00 Smt 982.83

1:1.5 laid over and joined with grey cement

slurry including rubbing and polishing

complete.25 mm th.

38 Providing and laying cement concrete 1:5:10

(1-Cement : 5- Coarse sand : 10- hand broken

stone aggregates 40 mm nominal size) and 40.00 Cmt 2492.51

curing complete excluding cost of formwork

in (A) Foundation and Plinth

39 Providing and fixing pre-cast Rubber Dye /

steel Dye inter locking concrete block 60mm

thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 : 350.00 Smt 680.10

2006 including 35 mm Sand layer for

levelling and filling the joint with sand in

proper line and level as per guidlines of IRC :

SP 63- 2018 etc. Complete.

40 Providing and fixing 40mm dia.GI pipe

medium weight quality as openable type with

angle iron support at 1.5mc/cusing 75x75x10

mm angles, 1m long with three rows of pipes

as railing including necessary painting with

two coats of approved quality oil paint over

one coat of approved primer including

necessary welding, bolting required, if any.

41 Providing cement vata ( 10 cm. x 10 cm. size)

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

42 Providing and laying cement concrete

flooring 1:2:4 (1-cement :2-coarses and:4-

graded stone aggregate 20 mm nominal size) 100.00 Smt 348.08

laid in one layer and finished witha floating

coatofneat cement. (B) 50 mm thick.

43 P & L 24" x 24" vitrified 8 mm thick tile

flooring over 20 mm (average) base of

cement mortar 1:6 ( 1 cement: 6 coarse sand)

on new surface or fixing on existing flooring

by adhesive material including dismentaling 10.00 Sq.M. 1383.99

of existing flooring and jointed with color

cement slurry including finised with flush

pointing & cleaning the surface etc. complete

44 Providing and fixing concealed center point

to wall ceiling & floor CPVC (SDR 13.5)

PIPE having National Sanitation Foundation

(NSF) seal for potable water of following dia. -

nominal bore tube fittings and clamps

including making good the wall, ceiling and

floor etc. complete.

45 Providing and laying broken chine mosaic

flooring for terrace using 12 mm to 20 mm

broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out upto 100.00 Sq.M. 739.89

surface using white cement including

rounding off junctions and extending them

upto 15 cm along the wall,clearing with water

and oxalic acid etc. as directed.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

46 Providing & Fixing in position Alluminium

doors with frame using approved quality

anodised extruded alluminium section as

approved by Engg.in charge (Jindal

alluminium) (a) Frame sections 101.6 x

mm (b) Shutter bottom vertical & topsection

(c) Shutter bottom section at 114.3 x

mm at(1.37 kg/mt) Shutter middle section at

100 x 44.3wt.(1.37 kg/mt) incl.providing &

installing 5 mm thk approved color Acrylic

sheet of standard quality fixewith glazing

chips on upper pannel & Laminated sheet on

lower pannel (wt.0.13 kg/Rmt etc.comp.as

direction of engg.in charge.

47 Providing & Fixing in position Alluminium

window sliding / fix type with frame using

approved anodised extruded alluminium

section as approved by Engg.incharge.(Jindal

alluminium) units equivalent (a) Frame

sections 65 x 25 mm (at 0.41kg/mt) (b)

SlidingFrame bottom section of 61.85 x

mm (at 0.41kg/Rmt) (c) Shutter top & bottom

section 40 x 18mm (wt.0.41 kg/Rmt) (d)

Shutter interlock verticalsection 10 x

mm.(0.41 kg/Rmt) (e) Shuttervertical of 40 x

18 mm (0.41 Kg/Rmt) including P/Finstalling

5 mm thick approved color Acrylic sheet of

standard quality etc.comp.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

48 Providing and fixing 30mm thick FACTORY

MADE SOLID BOTH SIDE PRELAM

PANEL PVC DOOR SHUTTER consisting

of frame made out of M.S.

tubes of 19 gauge thickness and size of 19mm

x 19mm for stiles, top and bottom rails. M.S.

frame shall have a coat of steel primer of

approved makde and manufactures. M.S

frame covered with 5mm thick heat moulded

prelim PVC ‘C’ channel of siz 30mm

thickness, 70 mm width of which 50mm shall

be flat and 20mm shall be tapered in

Angle on either side forming stiles, and 5mm 50.00 Smt 2214.00

thick, 95mm wide pream PVC sheet out of

which 75mm shall be flat and 20mm shall be

tapered in 45 degree on the inner side ot form

top and bottom rail and 115mm wide prelim

PVc sheet out of which 75nmm shall be flat

and 20mm shall be -

sqm 2214.00 tapered on both side to form

lock rail, Top, bottom and lock rails shall be

provided either side of the

panel. 10mm (5mm x 2) thick 20mm wide

cross PVC sheet shall be provided as gap

insert for top rail and bottom rails. Panelling

Providing andboth side pre-cast

fixing prelim PVC sheet to

stone of gray cement based concrete block

cm length x 30 cm heigh and 15 cms thick of

M-250 grade concrete as per approved design 100.00 Rmt 358.06

and including excavation for fixing in proper

line and level, filling the joints in C: M 1:3 (1

Cement : 3 Fine sand) etc. complete.

50 Providing RCC precast M.H. Frame & Cover

manufacture, supply and delivery at storeor at

site of work precast RCC M 200 frame &

cover suitable to drainage M.H. and as per

type design & drawing including cost of -

reinforcement M.S.Angles or Flat, curing

Frame suitable for 50 cm opening of MH 5.00 No. 1121.00

Cover suitable for 50 cm opening of MH 5.00 No. 1173.00

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

51 Providing formwork of ordinary timber

planking so as to give a rough finish

including centering shuttering strutting and

propping etc. Height of propping and

centering below supporting floor to ceiling

not exceeding 4 M. and removal of the same

for in situ reinforced concrete and plain

concrete work in. (A) Foundations Footings

Bases of Columns etc. and Mass concrete.

52 Providing formwork of ordinary timber

planking so as to give a rough finish

including centering shuttering strutting and

propping etc. Height of propping and

centering below supporting floor to ceiling

not exceeding 4 M. and removal of the same 50.00 smt 252.00

for in situ reinforced concrete and plain

concrete work in. (B) Flat surfaces such as

soffits of supspened floors slabs Landings and

the like. (1) Floors etc. upto 200 mm in

thickness. (upto 10 ton)

53 Providing formwork of ordinary timber

planking so as to give a rough finish

including centering shuttering strutting and

propping etc. height of propping and

centering below supporting floor to ceiling

not exceeding 4 M. and removal of the same 50.00 smt 229.95

for in situ reinforced concrete and plain

concrete work in. (C) Vertical surface such as

walls (any thickness) partitions and the like

including attached buttresses & string course

& the like. (upto 10 ton)

54 Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the

Material with water at OMC in mechanical

mix plant carriage of mixed Material by 15.00 Cmt 1708.13

tipper to site, laying in uniform layers in sub-

base / base course on well prepared surface

and compacting with plate compactor to

achieve the desired density

55 Providing corrugated G.I. sheets roofing fixed

with galvanized iron ‘J’ or ‘L’ hook bolts,

and nuts 8 mm. dia with bitumen and G.I.

limpet washers filled with white lead

complete excluding the cost of purlines,

rafters and trusses.

a) (I) 0.8 mm. thick sheet. 50.00 Smt 719.93

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

56 Repairing and refixing corrugated GI sheet

incl.cutting it if necessary and all fixures for

fittings of sheet as per instruction of engineer

57 Providing & Fixing 3 mm thick F.R.P.sheet

of Approved Quality & Color / Pattern as per

Consultant's design also includes required

fabrication structure in the grid of 2'-0 x 2'-0

size using hollow pipe of 16 gauge & size 2"x

1" & 1"x 1",G.I. & Bitumen Washers,Silicon

paste application for fixing the sheet.Rate

also include necessary bending,cutting,labour

charges,Zinc Primer coat & Two coats of oil

painting of color as approved by consultants

& making good the wall.(N.S.)

58 Providing 2 mm thick F.R.P.Gutter with

necessary M.S.Supporting Brackets. (N.S.)

59 Providing and fixing five course water

proofing treatment felt consisting of second

and fourth course of blown bitumen or/and

residual bitumen applied hot 1.20 kg. /sq.mt.

of area for each course and first course and

first course with fibre base bittumin saturated

under lay type and third course with fiber

base self finished felt type 2 Grade – I, fifth

and final course of stone grit 6 mm. and down

size or pea sized gravel spreaded at

cum/sq.mt. including preparation of surface,

excluding grading complete.

60 Cutting out crack of the roof terrace to V

section. Cleaning, wetting, grouting, with

cement and sand slurry 1:3 (1 cement :

61 Providing & Fixing tiles roofing with

manglore tiles including teak reepers of sizes 10.00 Rmt 258.30

50mm x25mm. (upto 10 ton)

62 Providing corrugated G.I. sheet of class-3

roofin fixed with glavanished iron J or L

Hooks, Bolts an nuts 8mm diameter with

bitumen and G.I. limpe washer or G.I. limpet 50.00 Sqm 719.93

washer. filled with white lea complete

excluding the cost of purlins, Rafters an

Trusses.(1) 0.80 mm thick sheet.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Providing and fixing 1.20 Metre high fencing

with 2.0 Metre long M.S. Angle posts 40mm

x 40 mm x6 mm and oil painting 3 coats

fixed at 2.5 Mt,C/c. with five Horizontan

lines and two diagonals of galvanised steel

barbed wire weighting 9.38 Kg. per

Metre, strained and fixed to posts with

G.I,staples including fixing the postsin

ground with 0.5 M x 0.5.M x 0.5 M. block in

C.C1:5:10 etc complete.

Providing and Supplying ISI standard R.C.C

pipes(of Sulphate Resisting Cement) in

standard lengths of following class and

diameter suitable for either collar joints or

rubber ring joints including all taxes,

insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking

etc.complete As Directed by engineering in

charge.(IS-458/1989)

65 L,L & J of R.C.S. Pipes -

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

of following diameters in proper position,

grade and alignment at all level as directed

by Engineer-in-charge including conveyance

from stores to site of work, labour, giving

hydraulic testing as per ISI code.

Class NP2,NP3,NP4 -

Making connection to the ex.M.H.in

running sewer incl. Dewatering and other

required machinery etc. of following dia pipes

at any convenient time. All damaged work

shall be well repaired as per instructions.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

a 150 mm to 300 mm dia. 2.00 Nos 1500.00

b 400 mm to 600 mm dia. 0.00 Nos 2500.00 -

c 700 mm to 900 mm dia. 0.00 Nos 3500.00 -

Providing and Fixing 1 H.P. Electrical

monoblock or submarcible water pumps with

67 motor and required cable and switch board of 1.00 NO 6800.00

approved brand and make etc.comp.as

Providing & Supplying JCB Machine on

rental basis in case of emergency situation

and break down type work & also during

unavoidable condition as per instruction of

engg.incharge , rate includes all nece.

68 shifting, fuel and operating charges and 50.00 Hr 600.00

stacking of useful & non-useful materials

separately up to store. (No payment should be

allowed for non working condition of

machinery and for pipe line excavation and

Hiring of Hydra / Crane with Driver (8

working Hours in Day)

(i) Hiring of crane 1.00 Day 6412.47

(ii) Hiring of Hydra -

Hiring of Tractor with trolley considering

hrs. as working day hours incl. Driver

Hiring of Three wheeler carrier (Chakado

71 Rickshaw) considering 10 hrs. as working day Day 1153.24

hours incl. Driver

Dewatering by pumping set of Dewatering by

pumping set of required capacity including

temporary platform carting pumping at site

72 and fixing the same in position including all 2000.00 H.P/Hr 18.32

accessories, and fuel and labour etc.

Pump set of Capacity

Structural steelwork riveted, bolted or welded

in built up for all type sections, inframed

work, including cutting, hoisting, fixingin

73 positionand applying apriming coat of 500.00 kg 126.68

approved steel primer all complete as per the

structural design sand directions of Engineer

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Providing and fixing rolling shutter of

approved make made of 80 mm. wide M.S.

laths inter lock together their entire length

and jointed together at the end locks mounted

on specially designed pipe shaft with bracket

plates, guide channels and outside locking

with push- pull operation including the cost

of hood cover and spring etc. complete

a)Shutters having width below 3.5 m. 10.00 Smt 1905.08

Supplying, labour for break down repairing

work for activities like excavation, disliting,

removing debris from trench back filling etc.

comp. as directed by Eng.in charge.

a Mazdoor at day /Night 70.0 No 452.00

b Makadam/ supervision at day / Night 10.0 No 711.00

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including

demolishing the asphalt carpet, metal,

soiling/cutting Reinforcement etc.comp. with

stacking the material as directed.

a up to 0.20 meter thickness (By Manual) 50.0 Smt 71.10

Up to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

Providing and fixing following thickness

glass. The glass shall be fixed either with

77 beading patti or as directed by the -

consultants. It also includes necessary frosting

in pattern as per the design / directions and

also the moulding if necessary.

b) 8 mm thick (toughened) 10.0 Smt 1500.00

Providing & Fixing to wall,ceiling & floor

open / concealed UPVC pipe Schedule - 80 of

"Prince" or equivalent Brand of following

78 nominal bore with all required fitting with

brass insert wherever required,clamps &

solution incl.making good the wall,ceiling

and floor.(N.S.)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Providing and laying polished granite stone

slab 18 mm thick in risers of steps, dedo and

pllars laid on 10 mm thick cement mortar 1:3

(1 cement:3 coarse sand) and jointed with

gray cement slurry including rubbing &

polishing etc.complete.