Construction Of New public / Community Toilet ar Mansuri Ni chali & Haji Gafar ni chali and addition- alteration in existing CT/PT at different places in 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. --  ₹ 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-

9 DOWN LOAD DATES FOR

TENDER FROM WEB SITE  - TO 29-Apr-26

www.nprocure.com

www.amc.nprocure.com

10 LAST DATE OF SUBMISSION

OF E-TENDER ON LINE  29/Apr/26 6.00 PM

11 DATE ON OR BEFORE WHICH THE

TENDER FEE,EMD,DOCCUMENTS  30/Apr/26 4.00 PM

MUST REACH THE OFFICE

11 DATE OF OPENING OF

E- TENDER ON LINE  30-Apr-26 5.00 PM

12 LOCAL COMPETITIVE BIDDING

-- TENDER CLASS -- E1

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 --

Construction Of New public / Community Toilet ar Mansuri Ni chali & Haji Gafar

ni chali and addition- alteration in existing CT/PT at different places in

Gomtipur Ward of EAST ZONE in AMC. (A.R.C.)

TENDER NOTICE No. -- 33 TENDER No. --

LOCAL COMPETITIVE BIDDING -- TENDER CLASS -- E1

Time Limit (Months)

of e-Tender from --- to 29-Apr-26

Last Date of reciveing of e-Tender --- 29-Apr-26 6.00 PM

Last Date of reciveing of EMD --- 30-Apr-26 4.00 PM

Opening Date of e-Tender --- 30-Apr-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 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.

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 = 29-Apr-26 6.00 PM

Tender Fee and E.M.D.Submitted on or before 30-Apr-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 --

Construction Of New public / Community Toilet ar Mansuri Ni chali & Haji Gafar ni

chali and addition- alteration in existing CT/PT at different places in 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 ₹ 49999.00 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-

Construction Of New public / Community Toilet ar Mansuri Ni chali & Haji Gafar ni

chali and addition- alteration in existing CT/PT at different places in 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

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

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 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 lim

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.

Construction Of New public / Community Toilet ar Mansuri Ni chali & Haji Gafar ni

chali and addition- alteration in existing CT/PT at different places in 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

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

Construction Of New public / Community Toilet ar Mansuri Ni chali & Haji Gafar ni chali

and addition- alteration in existing CT/PT at different places in Gomtipur Ward of EAST

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

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 Construction Of New public / Community Toilet ar Mansuri Ni chali & Haji Gafar ni chali

of and addition- alteration in existing CT/PT at different places in Gomtipur Ward of EAST

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

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Demolition of Brick work and stone masonry including stacking

of serviceable materilas and disposal of unserviceable materials

1 with all lead and lift.(ii) In Cement Mortar. 12.00 544.95 Cmt

Dismentling steel work including distempering an stacking the

materials with all lead and lift.

Demolition and disposal of unserviceable materials with all lead

and lift.(i) Lime concrete

Demolition including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift. (i) R.C.C.

Dismantling doors, windows, ventilators etc. (wood or steel)

shutters including chowkhats architraves, hold fasts and other

attachment etc. complete and stacking

them with in all lead and lift. (i)Not exceeding 3 Sq.M. in area.

Removing & Scrapping of Old deteriorated Plaster of any

thickness from Masonary / R.C.C. member including stacking of

serviceable material & disposal of un serviceable from site of

work with all lead & lift.

Dismantling any type tiled of stone floors laid in mortar including

stacking of serviceable materials and disposal of unserviceable

materials with all lead and lift.

Box cutting the road surface to proper slope and camber for

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

Conveyance charge of earth, lime murrum building

rubbish earth manure or sludge & execavated rock

9 and rubbish [Lime murrum

building rubbish]

a) Lead up to 0.5 Km. 10.00 242.95 Cu.M

b) Lead up to 1.00 Km. 10.00 256.16 Cu.M

c) Lead up to 1.50 Km. 10.00 268.12 Cu.M

d) Lead up to 2.00 Km. 10.00 278.18 Cu.M

e) Lead up to 2.50 Km. 10.00 287.46 Cu.M

f) Lead up to 3.00 Km. 10.00 296.43 Cu.M

g) Lead up to 3.50 Km. 10.00 303.84 Cu.M

h) Lead up to 4.00 Km. 10.00 312.45 Cu.M

I) Lead up to 4.50 Km. 10.00 319.67 Cu.M

J) Lead up to 5.00Km. 100.00 326.73 Cu.M

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

Coarse sand : 10- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth,

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 : 2006 including

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.

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

12 design and including excavation for fixing in proper line and 10.00 376.43 Rmt

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc

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 120.00 115.92 cmt

(B) Dense or Hard soil 5.00 148.19 cmt

Excavation for foundation 1.50 Mt to 3.0 Mt. depth including

sorting out and stacking useful materials and disposing off the

14 excavated stuff up to 50 Meters lead 50.00 160.77 cmt

(B) Dense or hard soil

Providing and laying cement concrete 1:4:8 (1- Cement :

4- Coarse sand : 8- Graded Brick bats aggregate 40mm

15 normal size) and curing complete excluding cost of formwork 10.00 2643.11 Cmt

in (A) Foundation and

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

Coarse sand : 6- Hand broken stone aggregates 40mm

16 nominal size) and curing complete. 5.00 4006.15 cmt

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and reinforcement

for reinforced concrete work in (A) Foundations,

Plinth footings Base, Mass concrete

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and

18 reinforcement for reinforced concrete work in 5.00 3977.88 cmt

(A) grade slab concrete.

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

19 reinforcement for reinforced concrete work in (A) Foundations, 10.00 4238.04 cmt

footings, Base of columns and Mass concrete.

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

20 Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and

Cantilever up to floor two level.

GROUND FLOOR 5.00 4496.07 cmt

FIRST FLOOR 5.00 4496.07 cmt

Extra for additional lift of concrete for all R.C.C.work above floor

two level excluding cost of reinforcement

SECOND FLOOR 1.00 4535.92 cmt

THIRD FLOOR 1.00 4535.92 cmt

Extra for additional lift of concrete for all R.C.C.work above floor

two level excluding cost of reinforcement

FOURTH FLOOR 1.00 4575.77 cmt

FIFTH FLOOR 1.00 4575.77 cmt

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

23 reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts, up to floor two level.

GROUND FLOOR 5.00 4593.91 cmt

FIRST FLOOR 5.00 4593.91 cmt

Extra for additional lift of concrete for all R.C.C.work above floor

23 two level excluding cost of reinforcement

SECOND FLOOR 1.00 4633.76 cmt

THIRD FLOOR 1.00 4633.76 cmt

Providing TMT Bar FE 500D reinforcement for R.C.C. work

including bending, binding and placing in position complete up to

24 floor two level 850.00 75.46 kg

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

25 exceeding 4 M. and removal of the same for in situ reinforced 100.00 171.68 smt

concrete and plain concrete work in

(A)Foundations Footings Bases of Columns etc. and Mass

Providing formwork of ordinary timber planking so as to give a

rough finish including

26 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

GROUND FLOOR 10.00 252 smt

FIRST FLOOR 1.00 252 smt

Extra for additional height of propping and centering where the

height of propping and centering exceeds 4 .O M between

27 supporting floor to ceiling including temporary brick or stone

pillars for supporting as required. (iii) Height more than

6.0 M. and up to 7.0 M

FIRST FLOOR 10.00 573.3 smt

Providing formwork of ordinary timber planking so as to give a

28 rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

GROUND FLOOR 10.00 192.15 smt

FIRST FLOOR 10.00 192.15 smt

Providing formwork of ordinary timber planking so as to give a

rough finish including

29 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

GROUND FLOOR 10.00 297.68 smt

FIRST FLOOR 10.00 297.68 smt

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg/Sq. cm. in foundations

30 and plinth in cement mortar 1:6 (1 cement :6 fine 20.00 3981.21 cmt

sand) for conventional type bricks.

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg/Sq. cm. in cement mortar

1:6 (1 cement :6 fine sand) for superstructure up to two level

30 height. For conventional type bricks.

(A) For Superstructure above plinth level up to floor two level

(B) Conventional.

GROUND FLOOR 40.00 4253.46 cmt

FIRST FLOOR 10.00 4253.46 cmt

Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Lime mortar

31 1:1.5 ( 1- Lime :1.5 -coarse sand ) in foundation and plinth. 100.00 566.91 smt

(B) Conventional.

Extra for half brick masonry in superstructure above plinth level

up to floor two level.

(B)Conventional

GROUND FLOOR 10.00 619.71 smt

FIRST FLOOR 10.00 619.71 smt

Providing 15 mm thick cement plaster in single coat

on Rough (Similar) side of single or half bricks walls

for interior plastering up to floor two level and

33 finished even and smooth in (ii) Cement Mortar 1: 4

(1 Cement : 4 Sand). This includes finishing with a

floating coat of neat slurry and doing plaster after

making thaiyaas / levellers and after approval from

FLOOR 100.00 155.61 smt

FIRST FLOOR 10.00 155.61 smt

Providing 15 mm thick cement plaster in single coat

on ceilings and soffits of stairs up to floor two level

and finished even and smooth in (ii) Cement Mortar

1: 4 (1 Cement : 4 Sand). This includes finishing with

34 a floating coat of neat slurry and doing plaster after

making thaiyaas /levellers and after approval from

engineer in charge.

GROUND FLOOR 50.00 180.18 smt

FIRST FLOOR 5.00 180.18 smt

Providing and laying 20mm thick smooth water proof cement

plaster up to plinth to all surfaces of rubble masonry / Brickwork

/ R.C.C. wall in C.M. 1:3 finished smooth with cement punning

including scaffolding, racking of masonry joints, chemical

35 adhesive, G.I. chicken wire mesh etc. complete including cement 50.00 390.93 smt

punning, water proof admixture. With 10 years warranty and

Providing 20 mm thick double coat mala / Sand face

cement plaster on brick/ concrete work for

plastering comprising of base coat of 12 mm thick

36 cement plaster in cement mortar (1 Cement : 4

Coarse Sand) in rough finishing and 8 mm thick top

coat of cement mortar 1:2 (1 Cement : 2 Coarse

Sand) finished with trowel including scaffolding curing

GROUND FLOOR 85.00 269.78 smt

FIRST FLOOR 5.00 269.78 smt

SECOND FLOOR 1.00 269.78 smt

20mm thick sand faced cement plaster on walls up to height

meters above ground level consisting of 12mm thick backing coat

37 of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of 180.00 297.68 smt

C.M. 1:1 (1-cement : 1-sand) etc. complete.

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

laid over and jointed with grey cement slurry including

rubbing and polishing etc. complete. (B)

Providing and laying polished kota stone slab 25 mm

thick in risers of steps, skirting dedo and pillars laid

39 on 10 mm thick cement mortar 1:3 (1 Cement : 3 25.00 1,176.03 smt

Coarse sand) and jointed with gray cement slurry

mixed with pigment to match the shade of slab

Providing and laying vitrified tiles 8 to 10 mm thick,

24" x 24" in flooring, skirting, and dedo on 10 mm

thick cement plaster in 1:3 (1 Cement : 3 coarse

40 sand) finishing with flush pointing in white cement 165.00 1,523.61 smt

with necessary matching colors etc. complete.

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 up to surface using white cement

including rounding off junctions and extending them up to 15 cm

along the wall, clearing with water and oxalic acid etc. as

Providing & Applying Tremix method (Vaccum de

extracted & Powered trowelled ) for Concrete

42 Flooring with necessary finishing either smooth or 100.00 365.23 smt

wire finish as approved by consultants. Rate shall

includes the rate of side shuttering with channel

Providing and filling the expansion joint by

Thioflex 600 polymer or equivalent confirm to BS

4254-1983 as per required shade and manufactured

43 specific-cation by making groove of 25 mm x 12.5 10.00 320.00 smt

mm lather by cutting or by repairing groove and

removing mortar drop or any other foreign materials

including applying primer and filling required size

Providing and applying penetrating & crystalline

water proofing treatment to RCC Structures. Work

44 shall be carried out suing Penetron Products / 200.00 667.00 smt

Equivalent brand but of same standard and quality.

The treatment shall be done as per the instructions of

Providing cement vata (10 cms. X 10 cms size) quarter round in

cement mortar 1:1 including neat cement finishing, watering etc.

Providing and fixing Black or any approved colour Granite

Stone Counter for wash basin and sitting

arrangement etc. The counter shall be sandwich type

and shall have Polished kotah stone as base on

46 which the granite stone shall be resting. The counter 50.00 3,200.00 smt

shall be embedded in the wall at least 50 mm and

shall be self resting and / or having granite stone as

base. The visible edges of the Polished Kotah stone

shall be cladded with the Granite stone The shape of

Providing,fixing at site 18-20 mm thick black coloured Granite

stone on the bottom,sides,top of window, door and vent

periphery, Self and sill, with necessary moulding at edges, fixing

with araldite wherever required including

cutting,grinding,moulding,making necessary holes, metallic

Anchor fasteners, making necessary provision for fixing of MS

Grill and windows, all contingencies etc. complete.

Providing and fixing Double side polished 25 mm

thick white or any colour marble stone to be fixed as

a partition in wall. The size of a

partition shall be 1.20 Mts. X 0.75 Mts. One side of

48 1.20 Mts length shall be embedded at least 50 mm in 50.00 952.43 smt

the wall vertically and shall

be fixed with Cement Mortar 1:1. The partition shall

be fixed after cutting the stone as per the design and

pattern approved. The partition

Making of 2 to 3 mm groove in Kotah stone / any stone /

granite etc. in steps / stairs so as to give an anti

49 skidding effect. This shall be done as per the 100.00 90.00 rmt

instructions and pattern given by the consultants.

Providing and laying white glazed tiles 6mm thick in

skirting risers of steps and dado on 10mm thick

50 cement plaster 1:3 (1-cement : 3-coarse sand) and 100.00 1,044.23 smt

jointed with white cement slurry .For Dado

Providing and laying India Water Proofing including the bottom

layer of the brick bats of varying size as per requirement

arranged in proper gradient using cement mortar 1:3 according

to the desired slope. The item shall also include suitable water

51 proofing chemical added to make the C.M. water tight and 200.00 900.00 smt

including providing 1:1.5:3 Screed concrete laid on top of the

brickbats including the water proofing compound added in the

Screed concrete and finishing on top with neat cement at 2.75 kg

/ Sq.M. the rate shall also include providing water proof cement

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

52 of steps and dedo on 10 mm. thick cement plaster 1:3 (1 250.00 935.00 smt

cement : 3 coarse sand) & jointed with white cement slurry.

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.

Applying priming coat over new steel and other metal

surface after and including preparing the surface by

thoroughly cleaning, oil, grease, dirt and other foreign

matter and scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed priming

paint brushing red lead.

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 including

cleaning the surface of all dirt, dust and other foreign

Wall painting (two coats) with plastic emulsion paint

of approved brand and manufacture on undecorated

wall surface to give an even shade including

thoroughly brushing the surface free from mortar

droppings and other foreign matter and sand

papered smooth.

Extra over item (Add 18031 AS PER SOR ITEM

NO:18.57 P-135) for every subsequent coat of wall

painting with plastic emulsion paint ceilings roof of

Providing and applying 2 mm thick texture of

specified quality approved make make of Asian,

Nerolec or equivalent as per approval of EIC over

plastered surface, at all levels, all floors, all height, all

complete as per drawing, specifications, instruction &

directions of the Engineer-in charge. Payment shall

be done as per drawing/laid at site of plastered area.

Finishing wall with weather proof exterior emulsion

paint on wall surface (two coats) to give an required

59 shape even shade after thoroughly brushing the 500.00 113.40 smt

surface to remove all dirt, and remains of loose

powdered materials.etc complete

Providing and fixing brush finish stainless

steel(304) staircase railing which includes cutting /

bending / welding / buffing to give brush finish and

grouting in cement concrete with anchor fasteners

without disturbing the flooring or as approved by the

60 consultants. THREE Horizontal pipes of 38 mm 2.00 3,935.00 rmt

diameter each and top pipe of 50 mm diameter.

Vertical Post of size 50 mm diameter at every

mm. At the end and start of the flight, baluster of

mm diameter pipe shall be fixed.

Providing & Mixing of Water proof Chemical in

Cement mortar for Inside/ outside Plaster work of

61 "Roof " , "Fosroc" or equivalent make in proportion as 10.00 260.00 liter

per company's user manuals & Direction of engg. In

Providing and fixing 35 mm thick shutters for Doors,

windows and clear story windows including anodized

aluminum butt hinges with necessary screws. At least

1 Aldropt, 4 hinges, 2 Handles (8") , 4 hinges, (4"),

stopper (10") , 1 taadi (10") , 1 door magnet / stop in

each door (A) Indian Teak Wood (ii) Fully Glazed.

Providing and fixing 35 mm thick water proof flush

doors, rate also includes 10 x 7 cms teak wood (pure

63 saag) frame and including fixing of 1.00 mm thick 2.00 4,806.42 smt

laminate sheets ( Door Skin) on both sides of the

doors border pattis of C P Saag on thickness of the

Preparing and fixing Kitchen Cabinet (Laminate

Finish) of Size as per Arch Drawings with

64 Specifications as below: 1.00 2,000.00 sqft

1)M.R.Grade playwood(Moisture Resistant Grade)18

mm thickness 2)S.S 304 Basket- 6 Nos

3)Inside Laminate 0 8mm thick (white colour)

Gypboard false ceiling (Gyproc ‐MR (Moisture

resistant). Providing and fixing M/F Suspended

ceiling, which includes Gypsteel ULTRA ™ CRP

surface ribbed perimeter channels (having one flange

of 20mm and another flange of 30mm and a web of

27mm) along the perimeter of ceiling, screw fixed to

bi k ll/ titi ith th h l f l l d

Providing and fixing 23 cms wide chicken mesh jaali

with nails & then application of 15 mm plaster on

R.C.C. & Masonary joints as per directed of Engineer

Providing throating or plaster drip, grooves and

moulding to Wall , R.C.C. chajja and slab

Fabricating, supplying and fixing in position SS railing for

staircase and balcony with brush finish and 304 grade as per

Indian Standrd and detailed drawing including grinding, cleaning

and filling the welded spots with SS finish (Only Length will be

paid for payment heigth max.1.2 mt.). The Work to be executed

68 as per consultant drawing . Top Rail: S.S. Railing pipe 50 mm x 16 1.00 4213.00 rmt

G ASIS 304 GradeVertical Support: S.S. Rialing Sq pipe 32x32 mm

x 16G ASIS 304 Grade (at every 1.0 mt to 1.20 mt c/c)Horizontal

Safety members: S.S. Railing pipe 16 mm x 16G ASIS 304 Grade (4

Chain-link Fencing ( 4' 0" Tall ) with Necessary 3" Diameter M.S.

Pipe of size 1.50 Mts. and frame of 35 x 35 x 5 mm M.S. angle

and fixing with 25 x 5 mm M.S. Flat, including necessary

foundation work with R.C.C. 1:2:4, of size

at least 350 mm x 350 mm x 230mm. Rate also includes painting

69 all the steel works with one coat of Primer coat and 3 coats of 10.00 750.00 smt

approved brand and shade oil bound enamel paint, etc.

Complete. The spacing of the chain-link shall be not more than

50 mm c/c, and the gauge of the wire used shall be 10 gauge.

Providing and fixing Aluminum Composite Panel

signages of various size and in any language. The

mm thick Aluminum composite panel shall be

70 500.00 6 sqinch

cladded with retro reflective high intensity grade

radium sheets. The signages shall be of any

Providing And Fixing Letter Box. MS Poly Powder

Coating Letter Box. as per sample approval by

71 Architect. work complete including all type of 2.00 350 each

hardware, fittings, fixtures etc complete as per

detailed drawings, sample and specifications.

Providing and fixing Stainless steel brush /matt finish

72 metal letters in any language as directed. Rate 50.00 60 R inch

includes fixing the same at any height and level as

directed by the project consultants

Drilling hole of required diameter and depth as

directed for fixing of rebars, using hammer drill,

cleaning the hole using mechanical air flower, water

etc,providing and fixing rebar in the drilled hole using

73 Fischer - FIS 360 or Equivalent approved make 10.00 260.00 No

Cementetious chemical grout and sealant with

necessary scaffolding, staging, labour, tools and

equipment etc. complete as directed by Engineer-in-

(a) 16 mm Diameter x 175 mm Length

Drilling hole of required diameter and depth as

directed for fixing of rebars,using hammer drill,

cleaning the hole using mechanical air flower, water

etc,providing and fixing rebar in the drilled hole using

74 Fischer - FIS 360 or Equivalent approved make 10.00 405.00 No

Cementetious chemical grout and sealant with

necessary scaffolding, staging, labour, tools and

equipment etc. complete as directed by Engineer-in-

Providing and fixing wash 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 (I-Cement: 1-fine sand) (Seal and cover

to be measured and paid for separately) (A) vitreous

china Pattern :(i) in white colour.

Providing and fixing 12.5 Liters low level flushing

cistern with a pair, of C.I. or Mild brackets, complete

with fittings such as lead valve less syphon, 15mm

nom.nal size brass ball valve with polythene float,

C.P brass handle unions and couplings for

connections, with inlet, outlet and overflow pipes,

40mm dia. porcelain enamelled flush bend including

cutting holes in walls and making good the same

connecting the flush bend with cistern and closet

(overflow pipe to be measured and paid for

separately) (A)Vitreous China (I) In white colour.

Providing and fixing Health Faucet Heavy duty with

hook with fitting .

Providing and fixing toilet paper holder.(A) C.P.

Providing and fixing G.I. inlet connection for flush

pipe with W.C. Pan

Providing and fixing plastic seat and cover for wash

down water closer with C.P. brass hinges and rubber

buffers. (B) Black plastic seal and cover.

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

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

Providing and fixing Kitchen sink with C.I. or M.S.

brackets, painted white including cutting holes in

82 walls and making good the same but excluding 1.00 2,257.69 Each

fittings. (C) Vitreous China Sink.(i) 600mm

x 450mm x l50mm size

Providing and fixing C.P. brass towel rail complete

83 with C.P. brass brackets fixed to wooden plugs with 50.00 597.22 Each

C.P. brass scews.(B) 600mm x 20mm size.

Providing and fixing C.P. brass waste for

washbasin or sink. (B) 40mm dia.

Providing and fixing chromium plated, bottle trap with

85 necessary couplings of approved quality for wash 25.00 292.87 Each

Providing and fixing pillar tap, capstan head, screw

86 down high pressure with screws, shanks and back 25.00 305.67 Each

nuts. (i) 15mm dia.

Providing and fixing Heavy Duty Stainless Steel

flexible Connection Pipe Set with Acessories -

Providing and fixing screw down bib taps of following

88 size.(A) Brass screw down bib tap polished bright. 25.00 184.98 Each

(i) l5mm dia.for washyard

Providing and fixing 600mm x 450mm bevelled edge

mirror of superior glass mounted on 6mm thick A.C.

89 sheet or plywood sheet and fixing to wooden pluge 10.00 825.48 Each

with C.P. brass screws and washers.

Providing and fixing Rubber plug for sink or wash

Providing and fixing C.P. brass shower

91 rose,divertor(cold and hot water inlet),spout with 20.00 2,790.37 Each

l5mm or 20mm inlet.(A) l00mm dia. Each

Providing and fixing chromium plated,C.P.Angle stop

92 cock 15 mm Heavy duty with cap of approved quality 25.00 403.39 Each

Providing and fixing Urinal of approved quality

including connection with trap and with integral

longitudinal flush pipe.(A) Squating plate pattern

white earthenware 550mm x 300mm.

Providing and fixing C.P.brass waste for urinal. (B)

Providing and fixing chromium plated, bottle trap with

95 necessary couplings of approved quality for wash 20.00 292.87 Each

Providing and fixing chromium plated brass half turn

96 flush cock of approved quality including fixing in pipe 20.00 252.26 Each

line etc. complete.(i) 20mm dia.

Providing and fixing water closet squatting Pan

(Indian type W.C. Pan) size 580mm (Earthwork, bed

97 concrete, foot reste and trap to be measured and 20.00 926.10 Each

paid for separately) (A) Vitreous China.(I) Long

pattern = White colour.

Providing and laying in trenches galvanized mild

steel tubes (Medium grade) of the following nominal

bore, and tube fitting (Earthwork in trenches to be

98 measured and paid for separately) 100.00 716.66 Rmt

Providing and laying in trenches galvanized mild

steel tubes (Medium grade) of the following nominal

99 bore, and tube fitting (Earthwork in trenches to be 100.00 910.69 Rmt

measured and paid for separately)

Providing and fixing Gun metal check or non-return

full way wheel valve. (A) 15mm dia.

Providing and fixing Gun metal check or non-return

full way wheel valve. (B) 20mm dia.

Providing and fixing Gun metal check or non-return

full way wheel valve. (C) 25mm dia.

Providing and fixing Gun metal check or non-return

full way wheel valve. (D) 32mm dia.

Providing and fixing Gun metal check or non-return

full way wheel valve. (E) 40mm dia.

Providing and fixing ball cock of approved. Quality as

105 directed. (A)Copper Metal (i) 25mm 10.00 131.57 Each

Providing and fixing ball cock of approved. Quality as

106 directed. (A)Copper Metal (ii) 10.00 187.96 Each

Providing and fixing ball cock of approved. quality as

107 directed. (B) Abonite (i) 25mm dia. 10.00 101.89 Each

Providing and fixing ball cock of approved. quality as

108 directed. (B) Abonite (ii) 50mm 10.00 136.52 Each

INTERNAL DRAINAGE

Providing and fixing in position cowel went to

pipes.(C) l00mm dia

Providing, laying and jointing in true line and level

160 diameter U.P.V.C (Type B) conforming to IS

13592-1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to

110 ISI 14735 -1999 of approved make for drainage 50.00 822.99 Rmt

system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 160mm diameter

x 210mm length x 196 mm height at every 2000 mm

Providing, laying andhjointing

ll b in truel line

110 diameter U.P.V.C (Type B) conforming to IS

13592-1992 with one end plain and other end

socketed with rubber ring,& fittings conforming to ISI

14735-1999 of approved make for drainage system

pipe line, pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall using of

111 PVC clamp of the size 110 mm diameter x 149 mm 100.00 826.88 Rmt

length x 145 mm height at every 2000 mm center to

center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes

etc. including testing of pipes and joints and jointed

with adhesive solvent cement including cost of all

Providing and fixing PVC SWR pipes IS 13592 for

Drain - 75 mmdia

Providing and fixing P.V.C. Pipes 10 kgf / Sq.cm.

Providing and fixing P.V.C. Pipes 10 kgf / Sq.cm.

Providing and fixing PVC SWR P- Trap IS 14735 for

Drain -110x110 -

Providing and fixing PVC SWR Nahni trap IS

for drain- 100 mm diameter with jali of the following

116 nominal diameter of self cleansing design with C.I 5.00 565.43 each

scread down or hinged grating including the cost of

cutting and making good the walls.

Providing and fixing PVC SWR Nahni trap IS

for drain -75 mm diameter with jali of the following

117 nominal diameter of self cleansing design with C.I 1.00 552.83 each

scread down or hinged grating including the cost of

cutting and making good the walls.

Providing and laying (to level or slopes) and jointing

with stiff mixture of Cement Mortar in proportion 1:1

118 Salt glazed stoneware pipes including testing of 10.00 211.05 Rmt

pipes and joints complete.(A) l00mm dia.

Providing and laying (to level or slopes) and jointing

with stiff mixture of Cement Mortar in proportion 1:1

119 Salt glazed stoneware pipes including testing of 10.00 288.23 Rmt

pipes and joints complete.(B) l50mm dia.

Providing and laying Cement concrete 1:5:10

(1Cement : 5-Fine sand :10-Graded stone aggregate

40mm nominal size) bedding for stoneware pipes of

following internal diameters with necessary formwork

and curing complete. (A) 100 mm dia. (112 mm

Ave.bed thickness)

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes

I.S. class NP2 of the following internal diameter with

collars and butt ends prepared for collar joints

including testing of joints complete.(B) l50mm

Providing laying (to level or slopes) and jointing reinforced

concrete Light duty non- pressure pipes I.S. class NP3 of

the following internal diameter with collars and butt ends

prepared for collar joints including testing of joints

complete.(C) 250mm

Providing laying (to level or slopes) and jointing reinforced

concrete Light duty non- pressure pipes I.S. class NP3 of

the following internal diameter with collars and butt ends

prepared for collar joints including testing of joints complete.

Providing laying (to level or slopes) and jointing reinforced

concrete Light duty non- pressure pipes I.S.class NP3 of the

following internal diameter with collars and butt ends

prepared for collar joints including testing of joints

complete.(E) 450mm

Providing and fixing l00mm sand cast iron grating for

gully, floor or Nahni trap.

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

brick masonry chamber and water tight C.I. cover

126 with frame of 300mm x 300mm size (inside) with 50.00 1,234.57 Each

standard weight.(i) Square mouth traps. (B) l50mm x

l00mm size P or R type

Constructing Brick masonry road gully chamber

500mm x 450mm x 600mm including 500mm x

450mm C.I. horizontal grating wih frame complete.

Constructing brick masonry road gully chamber

1100mm x 775mm including 500mm x 450mm

(C.I.horizontal grating with frame and vertical grating

Providing and fixing G.I. Rain water spout of 50mm

dia. and 30cm. length.

Constructing Manhole with R.C.C. top slab in 1:2:4

mix (I-cement :2-coarse sand : 4-graded stone

aggregate 20mm nominal size) foundation concrete

1:3:6 mix (1-cement:3- coarse sand :6 Brick bats

+ 50mm size) inside plastering 15mm thick with

Cement Mortar 1:3 (l-Cement:3-coarse sand)

finished with a floating coat of neat cement and

making channels in cement concrete 1:2:4 mix (l-

Constructing Manhole with R.C.C. top slab in 1:2:4

mix (I-cement :2-coarse sand :4-graded stone

aggregate 20mm nominal size) foundation concrete

1:3:6 mix (1-cement : 3- coarse sand :6 Brick bats

131 + 50mm size) inside plastering 15mm thick with 10.00 19,139.08 Each

Cement Mortar 1:3 (l-Cement : 3-coarse sand)

finished with a floating coat of neat cement and

making channels in cement concrete 1:2:4 mix (l-

Providing C fixing castd iron

4 t steps of sizet 500mm

l50mm x 22.5mm and painting with two coats of Anti-

corrosive paint etc. complete.

Supplying and fixing C.I. cover 300mm x 300mm

without frame for Gulley trap (Standard pattern) the

133 weight of cover to be not less 4.53 Kg.) 25.00 491.80 Each

Constructing brick masonry chamber for

underground C.I. Inspection chamber and bends with

bricks having crushing strength not less than 35Kg/

Cm2 in C.M. 1:5 C.I. cover with frame (Light duty)

134 455mm x 6l0mm internal dimensions total weight of 10.00 7,109.35 Each

cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg.) (R.C.C. top

slab with 1:2:4 mix (1-cement :2- coarse sand :4-

graded stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick with

Providing erecting and fixing double coated ISI water

tank of required capacity each with all necessary

135 fittings and connection etc. complete 10.00 3.91 liter

Supplying and erecting water filter cum

purifier with ultra violate technology.

136 (Aquaguard / waterdoc model or equivalent 2.00 4,484.00 Nos.

symphony/ crystal/videocon model)

Providing and fixing M.S. grills of required pattern

to wooden frames of windows etc. with M.S. flats at required

137 spacings and frame alround, square or round bars with round

headed bolts and nuts or by screws ITEM NO. 10.1 ( Ahmedabad

City Building SOR 2023-24)

(A) Plain grill. 50.00 100.17 Kg

(B) Ornamental grill. 10.00 143.64 Kg

Providing laying and jointing in true line and level 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 necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of

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

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.

(F) 75mm dia 10.00 274.68 Rmt

Providing & Fixing Stair / Balcony Railing as per Consultant's

Design from M.S.square Rectangular, Round pipe of required Dia,

M.S.Flat, Angle, channel & other sections of required size as per

140 detail work includes utting, bending, welding, grinding, Fixing 50.00 965.00 Rmt.

with necessary supports - holdfasts, Application of one coat of

Zinc Primer, Two coats of Oil Painting etc.complete.(N.S.)

Providing and fixing in position collapsible steel shutters with

vertical channels 20 x 10 x 2 mm braced with flat iron

diagonals 20 x 5 mm size with top and bottom rails of T_rin 40x

40 x 6 mm with 38mm dia, steel pulleys complete with

bolts, nuts, locking arrangements, stoppers handles

including applying a priming coat of red lead paint.

Providing & Fixing in position External quality

high grade anodized (preferably M‐6), Aluminum Door

Ventilations, window Fix /sliding type ‐ 2/3/4 Track with frame &

shutter using approved quality Metalic color anodised aluminum

section of standard weight of "Jindal" or equivalent make,

including P/F installing 5 mm thick approved Clear or Frosted

142 Glass of Modiguard or equivalent make with Necessary Fixtures 20.00 2850.00 smt

& Fittings of standard quality as approved by engg.in charge etc.

complete as directed and approved. Rate includes all necessary

hardware, fixtures, locks, handles, door‐stop, door‐magnets, etc.

as required upto the fullest satisfaction of consultants. The

ventilations shall be of movable type.

Providing and fixing window having extruded aluminum

Colour anodized section frame main outer size 127mm x

38.10mm x 1.35mm @wt. 1.384kg/m, horizontal Four

track member size 122.20mm x 31.75mm x 1.10mm@ wt

1.205 kg/m, vertical member of size 122.20mm x 31.75mm x

1.50mm @1.398 kg/mt with sliding shutters of horizontal

member size 40mm x 18mm x 1.29mm@ 0.456kg/mt ,vertical

143 member of size 40mm x 18mm x 1.29mm @ 0.456 kg/mt 20.00 2119.14 smt

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 complete for window. (Ahmedabad City Building SOR 2023-

Providing and fixing window having extruded aluminum

Colour anodized 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.

1.06 Kg/mt with sliding shutters of 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

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian teak

wood frames 10 cm x 7 cm. size including anodized

alluminium fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc, complete.

a (i) Fully Glazed. 10.00 4595.06 smt

b (ii) Fully Panelled. 10.00 5285.45 smt

c (iii) Partly panelled and partly glazed. 10.00 4940.25 smt

146 Making Water connection from exi.Muni.Water line. 5.00 250.00 No.

Carrying out timber treatment to all wood work

including drilling holes and spraying oil based

chemical solution on surface of timber work for

termite control including labor and material etc.

complete. Using Chlorpyriphos20 EC as per

2013 Part III (1% concentration by mass) is

147 recommended one litre chemical emulsion diluted with 19 liters 100.00 54.98 smt

of kerosene. Total diluted

concentration will be 20 liters inclusive of 1 liter

chemical emulsion application in drilled holes and 0.75 / Litre

chemical per one Sqmt two coat on

wood surface not protected by paint or varnish.

Providing and fixing hydraulic door closer of approved size of

Ebco, kadson, falcon or equivalent ISI make as directed etc.

Providing 2 mm thick F.R.P.Gutter with necessary M.S.Supporting

Brackets.(N.S.)

Dismantling santtary fittings like wash basin . W.C. pan

Indian and European type, flushing tank etc. including

stacking the materials with all lead and lift.

Supplying and fixing PVC water tank of ISI mark including delivery

at site,supply and fixing inlet,outlet, overflow,ballcock,drainage

sleeves of specific size with necessar neoprene/gasket/ packing/

washer,G.I washer and checknut etc.compt. as directed on

151 terrace, loft,bathroom etc in any height. The rate shall be 5000.00 5.50 Lit.

included for fixing additional accessories supplied by suppliyer

Providing and laying ACP sheet for Elevation including fixing on

alluminum section structure, all fixing materials, finishing, all lead

and lift, etc. complete as per engineer incharge.

Providing and laying ACP sheet for Elevation to be fixed on

availabel alluminum section structure, all fixing materials,

finishing, all lead and lift, etc. complete as per engineer incharge

Aluminum Composite Panel:

Providing and fixing 4.00 mm thick aluminum composite panel

for wall / column / beam or any such cladding. The rate also

includes necessary structural steel grid work of 25 mm x 25 mm

size hollow M.S.pipes to act as a support system. The aluminum

composite sheet shall be screwed / rivetted and the 15.00 Smt.

154 2500.00 37500.00 joints shall be sealed with the silicon sealant 10.00 2500.00 smt

of clear or approved shade.The rates shall be same for any colour

of the panel and shall be done in any shape , size and design .

The fixing shall be done at any height and level as per the

instructions and design given by the consultants Tender

Document “Construction of Community Health Centre in Vatva

Ward , South Zone,, Ahmedabad Page

Repairing wooden door with necessary materials like wooden

155 joint, favicol, khilli as directed by engineer incharge etc. comp. 1.00 950.00 No.

Provoding and fixing 1.2x0.6 mt board with 14 gauge MS sheet

colored three coats of approved quality of oil paint with Radium

156 Numbering. Fixing with necessary bolt, screws etc. up to any lead 1.00 1970.00 No.

from fabrication unit to Municipal building

Providing & Laying LED Tubelight of approved quality & syska,

philips, or equivalent brand with necs. tolls & fittings. Rate also

include all types of labour work & conveying charges. Etc. comp.

Providing & Connecting 75mm/100mm dia PVC joints like

Coupler, Tee, Y-joints, Connecting Pipe to wall,ceiling & floor

open / concealed PVC pipeline 10Kg.F/Sq.Cm working pressure of

"Prince/Finolex" or equivalent Brand of following nominal bore

with all required fitting with brass insert wherever

required,clamps & solution incl.making good the wall, ceiling and

Removing and scraping of old deteriorated bathroom-toilet Dado

/ flooring of any thickness from wall / R.C.C member, flooring

159 including stacking of serviceable material and disposal of 10.00 85.00 smt

unserviceable from site of work with all lead and lift

Providing & Fixing 25mm dia UPVC valve/cock to wall,ceiling &

floor open / concealed UPVC pipeline Schedule - 80 of "Prince"

or equivalent Brand of following nominal bore with all required

160 fitting with brass insert wherever required,clamps & solution 10.00 690.00 No.

incl.making good the wall,ceiling and floor.

Providing and fixing Flush tank in position with clamps, 32mm

nominal internal diameter flush pipe for high level flushing

161 cistern, etc. including connecting the flush pipe with cistern and 10.00 1950.00 Each

closet and making good the walls and floors.

Suncontrol Film:

162 Providing and fixing suncontrol film of approved shade and 10.00 650.00 smt

quality. Approved brand Garware and equivalent.

Supplying Electric Breaker Machine for RCC Slab or Asphalt

Demolishing Work on site by using Operator, fuel, power Supply

etc. Complete as Directed. (No payment should be allowed for

163 non working condition of machinery and for pipe line excavation 10.00 1200.00 Shift

and M.H. work. Allowed only for breakdown work)

Supplying, labour for excavation of all types of soil at any depth

including excavation of asphalt pavement of any thickness,

164 demolition of brick work in CM of any proportion including

stacking of serviceable materials and disposal of unserviceable

material etc. comp. as directed.

Mazdoor 10.00 493.00 No.

Makadam/ supervision at day / Night 1.00 711.00 No

P/F grouting with epoxy branded material filling with groove

165 cutting of 2 to 3 mm in tiles flooring and cladding work etc. 10.00 260.00 Smt

comp. by as per engineer incharg.

Providing and fixing Lock at drawer of counter type Table

including fixing any one of the materials like wooden patti,

166 favicol, khilli, screws, nut-bolts, clamping, or any kind of other 10.00 540.00 no.

similar required work as directed by engineer incharge etc. comp.

P/L LDPE 16 mm lateral pipe (ISI marked) with fixing Dripper

Discharge 8 LPH (3 to 4 nos. dripper per 1 Rmt @ 0..25 to .35 mtr

167 spacing) with necessary fitting like End-cape, Joiner, Tee etc. for 10.00 45.00 Rmt

Drip Irrigation System as directed by engineer incharge etc.

comp. (As per RA)

Providing and fixing chromium plated bottle type hand wash

168 dispenser with handle set including fixing in wall etc. Complete 10.00 1520.00 Nos.

Providing and fixing C.P. brass towel rail comlete

169 with C.P. brass brackets fixed to wooden plugs with C.P. brass 10.00 597.22 Nos.

scews.(B) 600mm x 20mm size. item no

Providing & Supplying and Fixing Couch (size:- 6'-0: x 2'-0" ft) of

a good quality foam leather material with foam sheets to be

pasted by solution on a plywood sheets at Physiotherapy centre

fixed on a Bed as per requirements of physiotherapist doctor

and to be made as directed by engineer incharge.

Providing and fixing following thickness glass. The glass shall be

fixed either with 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) 10.00 1500.00 smt

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 16 gauge & size 2"x1" & 1"x1",G.I. & Bitumen

172 Washers,Silicon paste application for fixing the sheet.Rate also 10.00 1930.00 smt

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.)

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 compression type

fittings, wall clipsetc. including making good the wall ceiling and

(F) 75mm Diameter 10.00 274.68 Rmt.

G)110 mm Diameter 10.00 332.91 Rmt.

Providing and fixing Gypsum , C.F.G or Equivalent Makes of false

ceiling with 12.5 mm thick tapered edge gypsum moisture

resistant board at all height including providing and fixing of

frame work made of special sections, power pressed from M.S.

173 sheets and galvanized with zinc coating of 120 gms/sqm (both 10.00 1237.12 Smt

side inclusive) as per IS : 277 and consisting of angle cleats of size

25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at

1200 mm centre to centre, one flange fixed to the ceiling with

dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts,

other flange of cleat fixed to the angle hangers of 25x10x0.50

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.

Wall panelling with 12 mm MDF fixed to existing alluminium

framing and making grove as per design and finished with

royal plastic paint as per instruction of engineer incharge.

Providing and laying 15mm bamboza wooden flooring as

per architect's drawing with all necessary details as

directed by the project consultants. Use underlay for

better result as per Detail specifications and directed by the

project consultants. (N.S.)

Providing and fixing of Roller blind curtain/blackout. The fabric

shall be woven from formulated platisol extruded over a

polyaster yarn.The fabric shouldl be weaved to provide subtle

177 view of the side of the blind and should offer elimination of glare 10.00 2,610.00 Smt

and sunlight radiance upto a minimum of 80%.The fabric shall be

flame retardant.

Removing dry or oil bound distemper by washing and

scrapingand sandpapering thewall surface smooth including

178 necessary repairs to scratches complete. 100.00 11.19 Smt

Point wiring for Light / Fan/ Bell/ Primary Point with 2-1.5 sq.

mm & earth wire of 1.5 sq. mm (green) both are of ISI marked

1.1 kv grade FRLS PVC insulated multi strand copper wires upto

max length of 10 mt, in below type of pipe erected with 6A

Tissino Type ISI marked flush type switch / bell push and

179 accessories erected on Metal / PVC/Wooden Box covered with

3 mm thick PC(Polycarbonate) /Acrylic/Laminated sheet. with

necessary Lamp holder/ceiling rose / H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete

Cat. III 25.00 356.00 Pt.

Point wiring for Light / Fan/ Bell/ Primary Point with 2-

1.5 sq. mm & earth wire of 1.5 sq. mm (green) both

are of ISI marked 1.1 kv grade FRLS PVC insulated

multi strand copper wires upto max length of 10 mt, in

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

Cat. III 25.00 356.00 Pt.

Point wiring for secondary light point with 2-1.5

sq.mm & earth wire of 1.5 sq.mm (green) both are

of ISI marked 1.1 KV grade FRLS PVC insulated

multi strand copper wires, in below type of pipe to be

erected complete with earth continuity and

182 necessary connection with primary light with

accessories erected on Metal / PVC / wooden box

covered with 3 mm thick PC(Polycarbonate) / Acrylic

sheet for open / concealed wiring. with necessary

Lamp holder / ceiling rose / H.D.Connector as

Note:- Maximum up to 6 mtrs length, excess will

be considered as Mains for Secondary Point.

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

Point wiring for FAN with 2-1.5 sq.mm & earth wire

of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV

Grade FRLS PVC insulated multi strand copper

wires up to 10 mtr length, in below type of pipe

erected with 6A Modular type switch and hum free

EME four or more step type electronic fan regulator

183 with separately mounted and accessories with earth

continuity of following type erected on PVC /

Metallic/Wooden box, single mounting base frame

covered with textured/metallic/white front plate

modules erected on / in wall / ceiling as per pipe

erected. with necessary ceiling rose / H.D.Connector

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

Cat. III 10.00 623.00 Pt.

Point wiring for Individual Plug with & earth wire of

1.5 sq.mm (Green) both are of ISI marked 1.1 KV

grade FRLS PVC insulated multi strand copper wires

up to 10 mtr length, in below type of pipe erected

complete with Modular type switch & 5 pin Plug

erected on PVC / Metallic/Wooden box covered with

appropriate front plate modules erected on /in

wall/ceiling as per pipe erected with following

type of accessories.

[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm

Cu. Wire from nearby

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

Cat. III 10.00 469.00 Pt.

[II] For 16A Plug and 16 amp switch with 2-

2.5 sq.mm Cu. Wire from mcb db board.

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

Cat. III 20.00 691.00 Pt.

[III] For 16A Plug and 16 amp switch with 2-4

sq.mm Cu. Wire with 2.5 sq.mm ( green)

earthing wire from mcb d b board.

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

Cat. III 10.00 810.00 Pt.

Point wiring for on board Looped Plug with 6A

Modular type switch & 5 pin socket erected on

PVC/Metallic/Wooden box, single mounting base

frame covered with textured/metallic/white front plate

185 modules erected on /in wall /ceiling with following

type accessories

Cat. III 20.00 239.00 Pt.

Point wiring for Two Way Controlled Light Point

with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (green)

both are of .ISI marked 1.1 KV grade FRLS PVC

insulated multi strand copper wires erected in below

(a) with medium class Rigid PVC pipe and

i d fl h d ll/ ili l III

Providing following type of Modular Type Accessories

mounted with PVC / metallic/Wooden box, single

mounting base frame covered with textured /

metallic/white front plate , modules erected with

necessary connections as per site situation directed

by Engineer In charge.

(1)One No. 6 Amp. one way switch

Cat.III 20.00 143.00 Ea.

Providing & erecting Switch board for Computer or

electric apparatus consisting of following modular

type accessories mounted with PVC / Metallic

concealed/open box with single mounting base

frame covered with textured/ metallic /white front

188 plate, modules erected with necessary connections

as directed 1 no. 6A/16A universal plug-switch

3 nos. 6A Switch

3 nos. 6A 5 pin Plug

For Modular Type Accessories

Cat. III 10.00 1071.00 NO

Constructing Bombay Pattern Type Catch Pit of size 0.60 x

0.60 depth up to 1 mt including excavation, B.B.C.C.

(1:5:10), 23 cms thick brick maso. wall in the prop. of CM

189 (1:6) with 40 mm thick IPS flooring in the prop M15 at 3.00 3125.00 No

bottom and 15 mm thick cement plaster inside the catch

pit in the proportion of CM (1:3) with out jali etc. comp. as

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

190 frame 600mm x 600mm clear opening etc. comp.. As 3.00 1522.00 No

directed by engineer in charge.

Repairing damaged M.H. and rasing M.H. up to road level

incl. removing damaged brick work and repairing by brick

191 masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. No

steps and existing MH sheet cover, removing the debris

from MH and carting the same as directed.

(A) up to 0.15 mt. (@ Two Coarse) 2.00 728.82 No

(B) up to 0.35mt. (@ Four Coarse) 1.00 1155.44 No

(B) up to 0.65mt. (@ Four Coarse) 1.00 1786.49 No

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

192 site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &

Frames Cover : 728mm ø & 100 mm thick circular

cover, 35.00 MT load design, 100x2mm MS flat allround,

16mm ø plain round bar for lifting the cover & should

be fitted with plastic cups. Frame : 560 mm ø clear 4.00 2843.00 No

opening, outer size- 888x888x175 mm. On the upper

periphery of frame 25 x 3 mm wide MS flat should be

well embed in concrete to protect the edges of frame.

FRC E.H.D.-35 manhole cover & frame described as above.

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

Cover 20 M.T. design load and frame size 560 mm 5.00 2759.00 No

clear opening size 890 x 890 x 120 mm.

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. In Charge, rate includes all nece. Shifting, fuel

and operating charges and stacking of useful & non-

useful materials separately up to store.

Providing and fixing Swiss type bollard made out of

1.5mm CRC sheet ,height 140cms, bottom dia 23cm,top

dia 12cm with direction plate of 30 cm dia fabricated

necessary anchors as directed and also provide through out

194 lengh pipe of 25 NB for the strenthing of bollard and 1 3750.00 No

reflectorised Micro Prismatic Grade Sheet (Type XI)and

three yellow strip 6 Inches wide of Type XI Retro

reflective Sheeting, fixing with P.C.C M25 grade

concrete(Foundation size 30cm×30cm×35cm)

Road marking with hot applied thermoplastic paints

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and

free from streaks and holes. zebra patta /bump patta

195 lane/center line/ edge line/cut patta. The white color 1 364.08 smt

marking should provide liminance coefficinet on cemend

road shalll be min 130 mcd/m2/lux and Asphalt road

shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the

performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

Constructing of RCC nosing in central verge using M-200

grade cement concrete. The item includes cost of centering

196 & shuttering, reinforcement, both side cement plaster in 1 5963.39 no

C:M 1:3 mortar & curring etc. complete. Half round

portion of the nosing shall be made by using mild steel.

Job work for supply and Fixing Double Heighted H frame

for corrugated G.I. Sheet work and Other Related work

in Heighted work With all nesessary material like Rented

197 MS stand post,labour,and other required Material ,Etc as 1 7590.00 Day

directed by engineer incharge comp.(RA)

2mm Aluminium / 4mmACP sheeting fixed with Type-

Class-B High Intensity Grade Sheeting as per IRC 67 :

201reflective sheeting of size including lettering and signs

Labour work for fixing Interlocking Blocks / any kind of

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

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

etc.comp. as directed.

Labour work of fixing Kurb any design of central verge,

(both side) footpath kurb, items includes necessary

excavation, asphalt cutting of any thickness, erecting in

line and position and pointing with cement mortar (1:3),

watering, etc complete, filling with zari along the side of

the kurb, the kurb stone fix prepared with bitumnious top

surface, as directed by engineer in charge.

Providing and Fixing 1 H.P. Electrical monoblock or

submarcible water pumps withmotor and required cable

and switch board of approved brand and make

etc.comp.as directed.

Providing and fixing 1200 mm wide high speed ceiling Fan

including all fittings etc. complete

Supplying & erecting approved make low noise decorative

exhaust fan having size 200mm with 1350 RPM with

square frame ABS body with inbuilt lowers & square

Hiring of Tractor with trolley considering 8 Hrs. As working

Day hours inclu. Driverwith fuel,