Repairing Maintainance and other related works in Different Municipal Buildings, Anganvadis at different places in Old Gomtipur Area of Gomtipur Ward of EAST ZONE in AMC. (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. --  ₹ 900 TENDER CLASS -- E2

In DEMAND DRAFT / PAY ORDER FROM

BANK ACCEPTABLE TO THE AMC

Contractor's Name :-

Contractor's Address :-

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

Contractor's Bank, Branch Name :-

Bank Account Number :- Banks MICR Number-

9 DOWN LOAD DATES FOR

TENDER FROM WEB SITE  - TO 10-Aug-26

www.nprocure.com

www.amc.nprocure.com

10 LAST DATE OF SUBMISSION

OF E-TENDER ON LINE  10/Aug/26 6.00 PM

11 DATE ON OR BEFORE WHICH THE

TENDER FEE,EMD,DOCCUMENTS  11/Aug/26 4.00 PM

MUST REACH THE OFFICE

11 DATE OF OPENING OF

E- TENDER ON LINE  11-Aug-26 5.00 PM

12 LOCAL COMPETITIVE BIDDING

-- TENDER CLASS -- E2

13 MODE OF SENDING THE   ONLINE

TENDER  EMD, TENDER FEE AND OTHER

ESSENTIAL DOCCUMENTS IN SEALED

COVER BY REGISTERED POST OR IN

 CONDITIONAL TENDER WILL BE

REJECTED OUTRIGHT.

14 DESCRIPTION ESSENTIAL TO   NAME OF THE WORK.

BE MADE ON SEALED COVER TENDER No.--

 DATE OF RECEIVING TENDER BY

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

SCHEDULES OF RATES.  WELL AS IN WORDS.

  TENDER SHALL BE SUBMITTED IN

DUPLICATE.(EXCEPT E-TEDER)

NAME OF WORK --

Repairing Maintainance and other related works in Different Municipal Buildings,

Anganvadis at different places in Old Gomtipur Area of Gomtipur Ward of EAST

ZONE in AMC. (A.R.C.)

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

LOCAL COMPETITIVE BIDDING -- TENDER CLASS -- E2

Time Limit (Months)

of e-Tender from --- to 10-Aug-26

Last Date of reciveing of e-Tender --- 10-Aug-26 6.00 PM

Last Date of reciveing of EMD --- 11-Aug-26 4.00 PM

Opening Date of e-Tender --- 11-Aug-26 5.00 PM

The Municipal Commissioner of Ahmedabad Municipal Corporation, invites Percentage

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

Corporation of Ahmedabad in Class E2 or registered with Government of Gujarat

in Class E2 or from contractors registered in similar class with any other

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

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

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

Essential Tender documents Including the tender Fee, EMD shall be accepted by

Asst. Manager East Zone, East - Zone Office Harubhai Maheta Bhavan Viratnagar

Char Rasta -- Nikol Ahmedabad - 382415 On or before = 10-Aug-26 6.00 PM

Tender Fee and E.M.D.Submitted on or before 11-Aug-26 4.00 PM

will be accepted in the form of Pay Order or Bank Guarantee or Demand Draft from

bank acceptable to the Corporation Only.

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

SPECIAL GENERAL INSTRUCTIONS TO TENDERERS

NAME OF WORK --

Repairing Maintainance and other related works in Different Municipal Buildings,

Anganvadis at different places in Old Gomtipur Area of Gomtipur Ward of EAST

ZONE in AMC. (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 ₹ 9998.00 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

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 EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

16 DECLARATION FORM :- TENDER No

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

Repairing Maintainance and other related works in Different Municipal Buildings,

Anganvadis at different places in Old Gomtipur Area of Gomtipur Ward of EAST

ZONE in AMC. (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 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 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

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

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

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 o 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

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

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 lim

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

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.

Repairing Maintainance and other related works in Different Municipal Buildings,

Anganvadis at different places in Old Gomtipur Area of Gomtipur Ward of EAST

ZONE in AMC. (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

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

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

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

for the particular item.

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

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

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

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

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

after completion of the structure.

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

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

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

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

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

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

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

21 All installations pertaining to water supply and fixtures thereof as well as drainage

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

tests by the contractor.

22 The contractor shall

be responsible for observing the rules and regulations imposed

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

by Government from time to time.

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

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

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

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

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

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

of the structure as per the drawings and specifications.

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

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

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

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

ANY ITEMS AVAILABLE, SPECIFICATION GIVEN BY THE ENGINEER IN

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

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

SUMMARY OF COST AND

SCHEDULE OF QUANTITIES AND RATES

_ SUMMARY OF COST AND RECAPITULATION SHEET

_ SCHEDULE OF QUANTITIES & RATES

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

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

conjunction with instructions to tenderers, technical specifications, drawings and

general conditions of contract for civil works.

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

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

expenses which may be required in and for the execution of the work described

together with all general risks, liabilities and obligations set forth or implied in the

document on which the tender is based.

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

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

entire work shall remain firm and no extra claims in this respect will be

entertained. The payment shall be made based on the actual quantities in the

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

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

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

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

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

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

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

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

them during office hours in his office before quoting tender.

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

GENERAL TENDER CONDITIONS

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

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

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

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

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

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

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

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

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

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

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

AMC for one year.

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

which tender to be accepted and awarded.

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

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

decision shall be final.

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

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

risk and the amount shall be recovered from the bill.

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

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

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

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

contractor shall have to safe guard the labours against any accident or damage of lives

or public property if any.. In case of police complain, Contractor shall be held

responsible for negligence. In case of soil/land collapse, contractor shall be held

responsible for not supporting the soil with shoring, strutting and shuttering.

Contractor shall safeguard the labour before allowing labour to enter in excavated pit or

other hazardous site. In case of accident to labours, contractor shall be held

responsible for police complain against him. AMC’s staff will not be responsible for any

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

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

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

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 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

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

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

ENGINEERING DEPPARTMENT

Repairing Maintainance and other related works in Different Municipal Buildings,

Anganvadis at different places in Old Gomtipur Area of Gomtipur Ward of EAST ZONE in

RECAPITULATION SHEET Months

Sr.No DESCRIPTION AMOUNT

MAIN ESTIMATED TENDER COST

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

AMOUNT ( A ) IN ₹.

(1) WRITE HOW MUCH PERCENTAGE HIGHER

OR LOWER IN FIGURES _______________ % LOWER / HIGHER

(Strikeout which ever is not applicable)

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

NT LOWER/HIGHER

(Strikeout which ever is not applicable)

(3) AMOUNT ( B ) IN ₹.

AMOUNT (C) IN ₹.

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

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

(4) WRITE TOTAL TENDER AMOUNT IN WORDS - ₹

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

Name Repairing Maintainance and other related works in Different Municipal Buildings,

Anganvadis at different places in Old Gomtipur Area of Gomtipur Ward of EAST ZONE in

:- AMC. (A.R.C.)

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

a Up to 1.5 mt.depth 15.00 115.92 Cu.M.

b 1.5 to 3.0 mt.depth 5.00 128.52 Cu.M.

2 Providing and laying cement concrete 1:5:10

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

broken stone aggregates 40 mm nominal size) 5.00 2492.51 Cu.M.

and curing complete excluding cost of

(A) Foundation and Plinth

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

Cement : 3- coarse sand : 6- hand broken

stone aggregates 40 mmnominal size) and 5.15 2976 Cu.M.

curing complete excluding cost of formwork in

Foundation and Plinth

4 Filling available excavated earth (excluding

rock) in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth 25.00 129.1 Cu.M.

consolidating each disposited layer by

ramming and watering.

5 Brick work using common burnt clay building

bricks having crushing strength not less than

35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:6 (1- Cement : 6 -fine

sand)(B) Conventional

a (a) in foundation & Plinth 15.00 3981.21 Cu.M.

b (b) Super Structure (Up to floor Two Level) 35.00 4253.46 Cu.M.

c Extra for brick work in superstructure above

floor two level Item No. 5(a) , (B) per floor

Conventional per cu.m

6 (i) Half brick masonry in common brunt clay

building bricks having crushing strength not

less than 35 Kg/Sq.Cm. in Cement mortar 1:4 25.00 593.9 Sq.M.

(1- Cement : 4 -coarse sand ) in foundation

and plinth (B) Conventional

7 Providing TMT Bar FE 500D reinforcement for

R.C.C. work including bending, binding and 205.00 77.46 Kg.

placing in position complete upto floor two

8 Providing and laying polished Kota stone slab

flooring over 20mm (Average) thick base of

cement mortar 1:6 (1-cement : 6-coarse

sand) or L.M. 1.1.5 (1-Lime putty :1.5 -

coarse sand) laid 45.00 992.83 Sq.M.

over and jointed with grey cement slurry

mixed with pigment to match the shade of

slab including rubbing and polishing etc.

complete (A) 25mm thick

9 Providing and laying polished kota stone slab

25mm thick in risers of steps,skirting Dedo

and pillars laid on 10mm thick cement mortar

1:3 (1- Cement : 3 coarse sand) and jointed 10.00 1176.03 Sq.M.

with gray cement slury mixed with pigment to

match the shade of slab including rubbing and

polishing etc. complete.

10 Providing and laying white glazed tiles 6mm

thick in skrting risers of steps and dedo on

10mm thick cement plaster 1:3 (1-cement : 3- 125.00 1044.23 Sq.M.

coarse sand) and jointed with white cement

11 Providing and laying coloured glazed tiles of

the size 300 mm x 200 mm x 8 mm / 300 mm

x 450 mm x 8 mm in skirting, risers of steps 80.00 1426.95 Sq.M.

and dedo on 10 mm. thick cement plaster

1:3 (1cement : 3 coarse sand) & jointed with

white cement slurry.

12 Providing and laying marble stone slab flooring

over 20mm (average)base of cement mortar

1:6 (1-cement : 6 coarse sand) or L.M.

1:1.5(1- lime putty : 1.5 - coarse sand) laid 8.00 2194.63 Sq.M.

and jointed with

gray cement slurry including rubbing and

polishing complete. (A) Marble slab 25mm

13 Providing and laying Vitrified tiles 8 to 10 mm

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

and landing laid on a bed of 12mm thick 25.00 1062.5 Sq.M.

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

sand) finishing with flush pointing in white

14 Providing and layingCeramic tiles 6mm thick in

skrting risers of steps and dedo on 10mm

thick cement plaster 1:3 (1-cement : 3-coarse 5.00 1028.11 Sq.M.

sand) and jointed with white cement slurry

15 Providing & Laying 18 MM Thick mirror polish

granite flooring for counter ,stair -riser ,tread

,skirting ,dedo etc.machine cut or chiselled on 10.00 1347.46 Sq.M.

bed of cement slurry incl.moulding etc.comp

as per instruction of engineer in charge(N S)

16 Providing & Fixing 20 mm Mirror Polished

Decorative Granite Board with Computerised

Golden Letters Discription & Logo ,border line

if required as per instruction of engg in charge 2.00 2600 Sq.M.

to M.S.Frame structure for Inaugaration &

Puplik Handover Function(N/S)

17 Chicken wire mesh 16 x24 10.00 35 Rmt.

18 Providing 20 mm thick double coat mala

cement plaster on interior brick / concrete

work for plastering comprising of base coat of

12 mm thick cement plaster in cement mortar

(1 Cement : 4 coarse sand) in rough finishing 25.00 269.78 Sq.M.

and 8 mm thick top coat of cement mortar 1:2

Cement : 2 Coarse sand) finished with trovel

including scaffolding curing etc. complete.

19 Providing 10mm thick cement plaster in single

coat on brick/concrete walls for interior

plastering upto floor two level and finished 80.00 114.66 Sq.M.

even and smooth in (ii) Cement mortar 1:4 (1-

cement :4-sand)

20 Extra over items of 20 mm and 10 mm thk.

plaster for finishing with a floating coat of neat 10.00 47.73 Sq.M.

21 Providing & laying Stone chips Plaster with

/ without grooves for making panels

incl.backing coat of plaster in C.M.(1:3) in

grey cement Asper dir.Of consultants.(N.S.)

22 White washing with lime on wall surface (two

coats) to give an even shade including

thoroughly booming the surface to remove all 20.00 12.29 Sq.M.

dirt, dust; mortar drops and other foreign

23 Extra over item no. 22 for every subsequent

coat of white washing with lime on wall 50.00 5.67 Sq.M.

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 brushing the 50.00 78.44 Sq.M.

surface free from mortar droppings and other

and sand papered smooth.

25 Finishing wall with water proofing cement

paint of on wall surfaces (Two coats) to give

an approved brand and manufacture and of

required shape even shade after thoroughly 75.00 56.87 Sq.M.

brushing the surface to remove all dirt and

remains of loose powered materials.

26 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.

27 Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats) to

give an required shape even shade after 50.00 113.4 Sq.M.

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete

28 Applying priming coat over new steel and

other metel surface after and including

preparing the surface by throughly cleaning,

oil,grease, dirt and other foreign matter and

scoured with brushes fine steel wood, scrapers

and sand paper with ready mixed priming

29 Painting two coats (excluding priming coat) on

new steel and other metal surface with enamel

paint, brushing, interior to give an even shade

including cleaning the surface an even shade 50.00 86.94 Sq.M.

including cleanicn the surface of all dirt, dust

and other foreign matter.

30 Appliying priming coat over new wood and

wood based surface after and including

preparing the surface by throughly cleaning

oil, grease, dirt and other foreign matter, sand 2.00 26.78 Sq.M.

papering and knotting. (C) Ready mixed paint

brushing priming for enamel

31 Painting two coats (excluding priming coat) on

new wood and wood based surface with

enamel paint, interior to give an even shade

including cleaning the surface of all dirt, dust

and other foreign matter sand papering and

32 Providing and fixing Urinal or approved quality

including conecting the Urinal with waste pipe

, tap etc. complete.(A) White earthenware flat 2.00 1026.01 No.

back or corner type size 430mm x 260mm x

33 Providing & Fixing Angle cock of "Ess Ess"

Trend series or equivalent standard make

as approved by engg.in charge all 2.00 675 No.

complete.(N.S.)

34 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 2.00 1400.18 No.

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

washbasin 550 mm x v

400mm size (i) In white colour

35 Providing and fixing C.P. brass towel rail

comlete with C.P. brass brackets fixed to

wooden plugs with C.P. brass scews.(B)

600mm x 20mm size.

36 Providing and fixing screw down bib taps of

following size.(A) Brass screw down bib tap 10.00 184.98 No.

polished bright. (i) 15mm dia.

37 Providing and fixing pillar tap, capstan head,

screw down high pressure with screws, shanks 1.00 305.67 No.

and back nuts. (i) 15mm dia.

38 Providing and fixing water closet squatting Pan

(Indian type W.C. Pan) size 580mm

(Earthwork, bed concrete, foot reste and trap 10.00 926.1 No.

to be measured and paid for separately) (A)

Vitreous China.(I)

Long pattern = White colour

39 Providing and fixing 100mm size P or S trap

for water closet squatting pan including

jointing thetrap with the pan and soil pipe in 5.00 311.85 No.

cement Mortar1:1 (1-Cement : 1-Fine

sand)(A) Vitreous

40 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 2.00 1290.8 No.

sand) (Seal and cover to be measured and

paid for separately)(A) vitreous China Pattern

:(i) in white colour

41 Providing laying and jointing in true line and

level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre 10.00 71.93 Rmt.

C/C or shall be concealed as directed including

necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive

solvent, including cost of all materials.

42 Providing laying and jointing in true line and

level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre

C/C or shall be concealed as directed including 8.00 90.93 Rmt.

necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive

solvent, including cost of all materials.

43 Providing laying and jointing in true line and

level 32mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre

C/C or shall be concealed as directed including 1.00 117.97 Rmt.

necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and level

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

including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help

of clamp at every two metre C/C or shall be 10.00 146.65 Rmt.

concealed as directed including necessary fittings

etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of all

45 Providing and fixing S.W. gully trap with C.I.

grating brick masonry chamber and water

tight C.I. cover with frame of 300mm x 3.00 1279.4 No.

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

traps. (A) 100mm x 100mm size P type.

46 P. & F. PVC SWR Nani Trap IS 14735 for Drain

-100 mm dia with jali

47 Providing and fixing to wall ceiling and floor

10.0 Kg. F/Cm2 working pressure polythene

pipes of the following outside Dia. Low

densidy, complete with special falnge 13.00 274.68 Rmt

compression type fittings, wall clipsetc.

including making good the wall ceiling and

48 Providing and fixing to wall ceiling and floor

10.0 Kg. F/Cm2 working pressure poluthene

pipes of the following outside Dia. Low

densidy, complete with special falnge 10.00 332.91 Rmt

compression type fittings, wall clipsetc.

including making good the wall ceiling and

floor (G)110 mm

49 Providing and fixing chromium plated brass

half trun flush cock of approved quality 1.00 252.26 No.

including fixing in pipe line etc. complete.(i)

50 Providing & Fixing PVC Body Chromium

Finish Health Faucet with Flexible Pipe of

Approved Brand & Manufactures with 1.00 375 No.

holder etc.complete as per direction of

engg.in charge.(N.S.)

51 Providing and fixing 600mm x 450mm

bevelled edge mirrror of superior glass

mounted on 6mm thick A.C. sheet or plywood 2.00 825.48 No.

sheet and fixing to wooden pluge with C.P.

brass screws and washers.

52 Provdg. & fixing Gun metal check or

nonruturn full wheel valve.

53 Providing & Laying China Mosaic clay

flooring & Skirting dedo on wall slab

surface over 20 mm th.C.M.1:3 finished

with white cement including.Using 10.00 300 Sq.M.

plastisizer for water proofing etc.comp.as

54 Providing and laying cement concrete flooring

1:2:4 (1-cement : 2-coarse sand : 4-graded

stone aggregate 20mm nominal size) laid in 20.00 297.68 Sq.M.

one layer and finished with a floating coat of

neat cement. (A) 40mm thick.

55 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 160.07 100.17 Kg.

headed bolts and nuts or by screws (A) Plain

56 Providing and fixing window having extruded

aluminum Colour Powder Coated section

frame main outer size 95mm x 24mm x

1.17mm @ wt.of 0.738 Kg/mt, horizontal

Three track member size 92mm x 31.75mm x

1.30mm @ Wt.1.07 Kg/mt, vertical member of

size 92mm x 31.75mm x 1.50mm ,@ Wt.

Kg/mt with sliding shutters of 5.00 1576.11 Sq.M.

horizontal member size 40 mmx18mm

x1.29mm @ wt.of 0.456 Kg/mt, vertical

member of size 40mm x 18mm x 1.29 mm @

wt.of 0.456Kg/mt with 5 mm thick transparent

bronze colour tinted float glass

with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass

fixing to frame as per details etc

57 Providing and fixing window having extruded

aluminum Colour Powder Coated section

frame main outer size 63.50 x 38.10 x

mm,@ Wt 1.094 Kg / Rmt, horizontal two

track member size 61.85 mm x 31.75 mm x

1.20mm @ wt.of 0.695 Kg/mt, vertical

member of size 61.85 mm x 31.75mm x

mm @ wt.of 0.0.659 Kg/mt with sliding

shutters of horizontal member size 40mm x 5.00 1688.78 Sq.M.

vertical member of size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt with 5 mm thick

transparent bronze colour tinted float glass

with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass

fixing to frame as per details etc

58 l t fand fixing

Providing i d standared extruded of

alluminium section of size 63mm x 38.10mm x

1.2mm , @ Wt. 0.643 Kg/mt with colour

Powder Coated alluminium frame for 2.00 1163.92 Sq.M.

ventilation with 5 mm thick frosted glass as

details etc complete for Ventilation

59 Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows

including anodised alluminium butt hinges

necessary screws.(A) Indian Teak Wood

(I) Fully panelled 2.00 3902.35 Cu. Dm.

(II) Fully glazed 3.00 3211.96 Sq.M.

(III) Partly panelled & partly glazed 3.00 3557.15 Sq.M.

60 Brick projection patta work using common

burnt clay building bricks having crushing

strength not less than 35 Kg/Sq.mt.as 25.00 40 Rmt.

dire.By engg.incharge in c.m. 1:6 for super

structure elevation.

61 Making Water connection from exi,Muni,Water

62 Supplying,erecting,testing,and commissioning

of horizantal non- clog.Centrifugal

pump set of 1 H.P.of Standard make

agianst the total monometric head of 3.00 5500 No.

15 mt.as per specification incl.motor

starter single phase preventer / liquid level

controller G.I.fitting check valves etc.comp.as

63 Providing and fixing M.S.Fan clamps type 1 of

16 mm dia M.S.bar bent to shade with

hooked ends of R.C.C.slabs during laying

incl.painting the exposed protion of 10.00 100 No.

loops,all as per standard design

complete (N S )

64 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'-

0x2'-0 size using hollow pipe of

gauge & size 2"x1" & 1"x1",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

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

necessary M.S.Supporting Brackets.

66 Providing and Fixing pvc.Door (sintex door-

equivalent) with necessary alluminium 2.00 1617 Sq.M.

fitting with EL-7 section frame

67 Providing & Applying Cement popada

plaster in Cement mortar in 1 : 3 Incl.

Cleaning surface before plastering rate also 20.00 120 Sq.M.

incl. Scafloding, watering , and neat

finishing etc. comp. As dire.

68 Supplying and fixing Nimbhada ladi 37 to

mm thick for walk-way, covering the activity

of excavation, ramming, Laying on sand

bedding as per requirement to fix the Nibhada 25.00 265 Smt

Stone in Line & Level with cement

pointing in cement mortar 1:2 etc complete as

69 Removing Any kind of pavement incl stacking

of serviceble material disposal of unserviceble 20.00 14 Smt

material with 50 meter lead and lift.

70 P/l brickbats sand concrete (1:2)of one part of

sand and two part of old brickbats including

spreading,laying, ramming, watering, and 10.00 350 Cmt

consolidation etc complete as directed

71 Providing and Fixing 1 H.P Electrical

monoblock or submarcible water pumps

withmotor and required cable and switch 1.00 6800 Set

board of approved brand and make etc comp

72 Providing and laying cement concrete work

1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in

(A) Foundations, footings, Base or columns

and Mass concrete

(B) Slabs, landings, shelves, balconies,

lintels, beams, girders and cantilever upto 1.00 4012.47 Cum

floor two level.

(D) Columns, Pillars posts and struts upto

floor two level.

73 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. 10.00 171.68 smt

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.

74 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 8.00 252 smt

concrete and plain concrete work in. (B) Flat

surfaces such as soffits of supspened floors

slabs Landings and the like. (1) Floors etc.

200 mm in thickness

75 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. 8.00 297.68 smt

and removal of the same for in situ reinforced

concrete and plain concrete work in. (G)

Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

76 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 8.00 192.15 smt

concrete and plain concrete work in. (H) (1)

Sides and soffits of Beams Beam Haunchings

cantilevers Girders Bressumers and Lintels not

exceeding 1 M. in Depth.

77 Providing & Fixing Steel Door with Shutter for

steel sheet 18 Gauge and angel and 40 x

x3 mm And steel doors frame of size 40 x

40x5 mm incl anodised iron butt hinges and 4.64 2700 Smt

nece.fitting and fastening with necessary

screws rate also incl two coats of oil paint etc

78 Supplying labour for painting ladies,gents

name work etc.compas directed

a Painter 5.00 626 Day

R&B SOR 23-24, Ah.City, CODE L024

b supervision at day/night 2.00 348 No.

c mazdoor at day 12.00 493 No.

d paint(white) 5.00 205 Litre

79 Providing And Jointing Stoneware Pipes Incl.

Excavation Up to 2 Mt. Refilling, Transporting

Pipes To Work Site, Unloading, Lowering In

Trench, jointing material Such As Cement,

sand, Hemp Bitumen As Directed, Incl.

Watering The Trenches Spreading And Carting

away Of Surplus material as directed by

engineer in charge.

10 cm diia. 8.00 119.64 Rmt

15 cm diia. 5.00 163.39 Rmt

23 cm diia. 20.00 344.64 Rmt

80 Constructing Chamber of following size

including excavation, refilling, BBCC (1:5:10)

for foundation, C.C.Channel (1:2:4), finished

15 mm thick cement plaster inside in CM 1:3,

finishing with cement slurry, Brick masonary

in CM 1:5 & excluding the cost of chamber

seat cover etc..completed.

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

0.90meter for pipe dia <=150 mm.

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

0.90meter for pipe dia <=20 mm.

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

0.0 to 1.20 meter for pipe dia <=20 mm 1.00 3905.36 No.

81 Providing F.R.C. MH seat cover incl. carting to

the work site etc. comp. Directed.

a FRC medium duty Chamber seat cover (FRC)

cover 706 x 556 x 50 mm rectangular cover

frame size 600 x 450 mm clear opening outer

size 816 x 666 x 100 mm (MD-10)

b FRC light duty Chamber seat cover (FRC)

cover with rectangular frame (LD-2.5)

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

Seat and Cover in line and level to match

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

smooth, watering and protecting for 7 days 1.00 750 No.

etc. complete as directed. M.H. seat cover will

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

83 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 : 5.83 680.1 Sqm.

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

84 Providing and fixing pre-cast concrete kerb

stone of gray cement based concrete block

30cm length,30cm height and 15cm thick of

M200 grade concret as per approved design 1.00 376.43 Rmt.

and including excavation for fixing in proper

line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

85 Conveyance charge of lime murrum building

rubbish earth manure or sludge & execavated

rock and rubbish [Lime murrum

building rubbish]

lead Up to 1 KM 10.00 256.16 cmt

lead Up to 1.5 KM 10.00 268.12 cmt

lead Up to 2 KM 50.00 278.18 cmt

lead Up to 2.5 KM 10.00 287.46 cmt

lead Up to 3 KM 10.00 296.43 cmt

86 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 5.00 385.4 Rmt.

weighting 9.38 Kg. per 100 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, fabricating and fixing chainlink fencing of

12 gauge G.I. chainlink jali in 2.045X 0.945 m size

angle frame with 75 mm outer dia. Pipe piller at

c/c distence with necs.40X40X5 mm angle for frame,

20X5 mm packing patti, 40X5 mm in/out central

suppor patti, 20X5 mm & 25X25X5 mm hall fast, 5.00 1950 Smt

round MS Ornamental cap at top of pipe, as per

design. Rate also includes bolt, necs. welding,

carting, scaffolding support, and fixing of 1:2:4 c.c.

with all type of labour charges rate also includes

edoxide primer coat & two coats of oil painting etc.

comp. as directed.

88 Providing corrugated G.I. sheet of class-3 roofing

fixed with glavanished iron J or L Hooks, Bolts and

nuts 8mm diameter with bitumen and G.I. limpet

washer or G.I. limpet washer. filled with white lead

complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

Providing ridges or hips 600 mm overall in plain G.I.

sheet class-3 fixed with G.I.J. or L Hooks and nuts 1.00 635.58 Smt

8mm dia G.I. Limpet and bitumen washer complete.

(1) 0.80 mm thick sheet.

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

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing 1.00 3661.3 Cmt

complete excluding cost of formwork in (A)

Foundation and Plinth

91 Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced 1.00 3977.88 Cmt

concrete work in (A) Foundations, footings, Base of

columns and Mass concrete