CONSTRUCTION OF NEW PILE TYPE COMPOUND WADD, RCC ROAD AND PAVER BLOCK IN THE CAMPUS, UNDERGROUNG WATER TANK AND OVERHEAD TANK, PAINTING, FLOORING IN THE ROOMS, BUILDING A SHED REPAIRING AND REFURBISHING OF OTHER CIVIL WORK AS REQUIRED IN ODHAV WARD OF EAST ZONE

2 TOTAL ESTIMATED COST  ₹

3 EARNEST MONEY  ₹

In DEMAND DRAFT

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. --  ₹ 2400 TENDER CLASS -- C

In DEMAND DRAFT / PAY ORDER FROM

BANK ACCEPTABLE TO THE AMC

Contractor's Name :-

Contractor's Address :-

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

Contractor's Bank, Branch Name :-

Bank Account Number :- Banks MICR Number-

8 DOWN LOAD DATES FOR

TENDER FROM WEB SITE  TO 05-Mar-26 6.00 P.M

9 DATE ON OR BEFORE WHICH

THE TENDER MUST REACH

THE OFFICE  6-Mar-2026 4.00 PM

10 OPENING DATE OF THE

TENDER BY THE OFFICE  6-Mar-2026 5.00 P.M

11 LOCAL COMPETITIVE BIDDING

-- TENDER CLASS -- C

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

TENDER POST OR IN PERSON.

 TENDER SENT BY ORDINARY POST

WILL BE REJECTED OUTRIGHT.

 CONDITIONAL TENDER WILL BE

REJECTED OUTRIGHT.

13 DESCRIPTION ESSENTIAL TO   NAME OF THE WORK.

BE MADE ON SEALED COVER TENDER No.--

 DATE OF RECEIVING TENDER BY

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

SCHEDULES OF RATES.  WELL AS IN WORDS.

  TENDER SHALL BE SUBMITTED IN

DUPLICATE.(EXCEPT E-TEDER)

NAME OF WORK --

Construction of new pile type compound wall, RCC road and paver block in the campus,

underground water tank and overhead tank, painting, flooring in the rooms, building a shed and

repairing and refurbishing of other civil works as required In Odhav Gujarati School No.-3 near

Maheshwarinagar in TP-2 area of ​Odhav ward of East zone.

TENDER NOTICE No. -- 30 / 2025-26 TENDER No. --

LOCAL COMPETITIVE BIDDING -- TENDER CLASS -- C

Time Limit (Months)

Issue Date 0-Jan-00 Last Date of 6-Mar-26 Opening 6-Mar-26

ofT ender --- 6.00 P.M Receiving of 4.00 PM Date of 5.00 P.M

From - To Tender --- Tender-

The Municipal Commissioner of Ahmedabad Municipal Corporation, invites Percentage

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

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

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

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

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

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

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

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

Ahmedabad - 382415 on or before last date of receiving tender with Tender Fee and E.M.D.as

per information in memorandum above.

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

SPECIAL GENERAL INSTRUCTIONS TO TENDERERS

NAME OF WORK --

Construction of new pile type compound wall, RCC road and paver block in the campus,

underground water tank and overhead tank, painting, flooring in the rooms, building a shed and

repairing and refurbishing of other civil works as required In Odhav Gujarati School No.-3 near

Maheshwarinagar in TP-2 area of ​Odhav ward of East zone.

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.

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

of ₹ 141434.00 in Demand Draft from

bank acceptable to the AMC.

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

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

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

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

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

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

be submitted by the contractor.

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

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

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

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

programme approved by AMC or the Architect /Consultant. On recommandations of

Engineer in charge of AMC or Architect / consultant , R.A. Bills will processed for the payment.

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

AT TIME OF FINAL BILL

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

& bound for the contractor. In case, in the detailed specifications of materials and code of

practice specifications of Index Nos. are found missing thus they must be referred to the of

specification of materials and code of practice.

PAYMENT CONDITIONS TO CONTRACTOR

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

contractor for excavation, refilling and or earth filling items.

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

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

MATERIAL PROCUREMENT

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

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

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

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

procurement of Cement and Steel from open market in Ahmedabad. Contractor will not be

paid for any transport, handling & storage expenses separately and he should quote for the

works accordingly.

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

shall be obtained and submitted by contractor. Contractor shall have to produce test

certificates for all procurement of Cement , Steel, Bitumen and other important materials

INSTRUCTION TO THE TENDERER

15 ALL INSTRUCTIONS TO TENDERERS, SPECIAL INSTRUCTIONS FOR

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

ARBITRATION, GENERAL SPECIFICATIONS, PROJECT INFORMATION

GENERAL,PAYMENT CONDITION TO THE CONTRACTOR, DEFINITION OF TERMS

EARNEST MONEY, SUBMISSION OF TENDERS, GENERAL RULES AND

DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS TERMS AND

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

STANDARD PERFORMA OF AHMEDABAD MUNICIPAL CORPORATION OF

ENGINEERING DEPARTMENT AND SHALL BE APPLIED TO THIS TENDER

CONTRACTOR MUST HAVE THIS DOCUMENT AND SHALL BOUND FOR THE 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 pile type compound wall, RCC road and paver block in the campus,

, underground water tank and overhead tank, painting, flooring in the rooms, building a

shed and repairing and refurbishing of other civil works as required In Odhav Gujarati

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

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

work before submitting this tender.

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

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

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

preparing the tender for submission accordingly.

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

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

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

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

Dated Signature Of Contractor

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

GENERAL SPECIFICATION

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

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

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

shall have to maintain account of steel, cement and other materials, that may be brought by

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

municipal staff. Watering of all the items shall be done as per instructions. Mixing of

concrete shall be done by concrete mixer machine.

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

contractor othervise concrete work shall not be allowed.

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

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

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

work in case of dispute for unseen or over looked items, the decision of the Add. City Engineer

or his representative shall be final. The contractor shall have to clean all rubbish on

completion of work and hand over the building with final finishing as directed. All the

rejected materials shall be removed from site with in 24 hours by contractor at his risk and

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

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

case he shall be allowed to mix the mortar either on solid floor or any finish surfaces.

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

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

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

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

circular of AMC..

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

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

extra and the contractor will have to carry out the works and he will be paid at the rates

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

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

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

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

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

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

contract Act. 1970 and rules framed there under.

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

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

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

any, modifications or additions in the terms and conditions of tender. His tender will not be

acceptable to the Municipal Corporation. The Municipal Corporation ,without prejudice to

any right or remedy be at liberty to forfeit the Earnest Money Deposit.

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

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

have to give necessary test certificates for different materials as per relevant I.S. code

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

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

Gujarat contractors are requested to procure their quarry materials required for

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

or middleman who satisfies the contractor as the legality of the source of purchase by

him on these materials.

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

12 months from the date

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

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

be recovered from the immediate bills payable to the Contractor.

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

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

duplicate except E-Tender without which the tenders are liable to be rejected. Conditional

tender will not be accepted.

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

TECHNICAL SPECIFICATIONS FOR MATERIALS AND ITEMS

NAME OF WORK -- Tender No.

Construction of new pile type compound wall, RCC road and paver block in the campus,

underground water tank and overhead tank, painting, flooring in the rooms, building a shed and

repairing and refurbishing of other civil works as required In Odhav Gujarati School No.-3 near

Maheshwarinagar in TP-2 area of ​Odhav ward of East zone.

GENERAL AND STANDARD TECHNICAL SPECIFICATIONS FOR WORK.

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

“approved” by the Engineer-in-charge.

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

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

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

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

aspects in the relevant Indian Standards shall be referred to.

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

to the following limits:

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

(ii) Areas 0.01 Sq. Mt.

(iii) Cubic Contents 0.01 Cu. Mt.

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

thickness shall be followed.

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

and note necessarily the route actually taken. The decision of the Engineer-in-

charge in this regard shall be taken as final.

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

7 Lift shall be measured from plinth level.

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

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

specifications shall be deemed to be included therein.

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

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

the Materials and prefix ‘M’ e.g. "M-5"

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

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

or Materials used in the work found defective at later date. The contractor shall have no

claim to any payment or compensation whatsoever on accounts any such Materials being

rejected by the Engineer-in-charge.

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

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

Engineer-in-charge.

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

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

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

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

removed from the site of work.

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

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

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

particular item.

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

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

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

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

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

completion of the 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

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

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

from time to time.

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

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

machinery on the works as also of the work itself.

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

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

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

structure as per the drawings and specifications.

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

STANDARD P.W.D. TECHNICAL SPECIFICATION FOR THE ITEMS AND AGREE TO

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

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

ITEMS AVAILABLE, SPECIFICATION GIVEN BY THE ENGINEER IN CHARGE

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

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

SUMMARY OF COST AND

SCHEDULE OF QUANTITIES AND RATES

_ SUMMARY OF COST AND RECAPITULATION SHEET

_ SCHEDULE OF QUANTITIES & RATES

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

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

conjunction with instructions to tenderers, technical specifications, drawings and general

conditions of contract for civil works.

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

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

be required in and for the execution of the work described together with all general risks,

liabilities and obligations set forth or implied in the document on which the tender is based.

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

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

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

made based on the actual quantities in the completed work.

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

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

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

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

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

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

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

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

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

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

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

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

during office hours in his office before quoting tender.

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

GENERAL TENDER CONDITIONS

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

shall have to arrange for Security Deposit within 10 days for works up to 10 lacks of tender

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

counted after 10 days for works up to 10 lacks of tender amount and 15 days for works above

10 lacks of tender amount after issuance of work order. The contractor shall be fined 4% of

interest per year for delay in submission of S.D. and shall be deducted from contractor’s bill.

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand

draft / cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall

have to sign contract paper with AMC.

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

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

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

tender to be accepted and awarded.

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

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

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

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

amount shall be recovered from the bill.

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

line of electric, telephone, gas, any type of service cable, drainage or water lines etc. In case of

damage to service line, the contractor will be responsible for damage and shall have to

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

labours against any accident or damage of lives or public property if any.. In case of police

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

contractor shall be held responsible for not supporting the soil with shoring, strutting and

shuttering. Contractor shall safeguard the labour before allowing labour to enter in excavated

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

for police complain against him. AMC’s staff will not be responsible for any accident at the site

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

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

AMC’s web site.

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

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

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

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

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

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

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

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

amount for such removal work from contractor bill. In this case contractor shall not be entitled

for compensation.

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

material / staff from site to testing laboratory / manufacturing site and contractor shall be bear

the cost of transportation of staff and material.

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

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

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

to any one in any way.

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

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

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

AMC office or transfer photograph from camera to AMC computer. No additional cost shall be

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

compensation or right.

20 In case of extra item, AMC circular no. 9 Dt.08.05.12 shall be follwed in general If item is not

available in SOR, then market rate shall be derived by the Eng. dept by rate analysis.

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

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

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

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

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

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

contractor’s negligence.

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

signed by Ass. City Engineer. Contractor shall maintain record of daily No.of labours employed,

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

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

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

tender or tender items by any means.

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

force, by State or Central Govt.

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

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

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

should be followed in general.

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

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-

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

cancelled at the time of opening of tender.

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

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

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

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

stucked in grouting work then contractor shall have to rectify the poor grouting work without any

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

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

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

Contractor cannot say that he has no labours due to festivals.

35 Running bill amount should be restricted to 90% sanctioned tender amount and remaining 10%

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

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

Contractor’s Name and seal ADD. CITY ENGINEER

Mobile No. EAST ZONE

Address Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

Construction of new pile type compound wall, RCC road and paver block in the campus, , underground

water tank and overhead tank, painting, flooring in the rooms, building a shed and repairing and

refurbishing of other civil works as required In Odhav Gujarati School No.-3 near Maheshwarinagar in TP-

2 area of ​Odhav ward of East zone.

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 -

(Strikeout which ever is not applicable)

(3) AMOUNT ( B ) IN ₹.

TOTAL AMOUNT (C) IN ₹.

TOTAL 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-B )

(4) WRITE TOTAL TENDER AMOUNT IN WORDS - ₹

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

MAHANAGER SEWA SADAN

Construction of new pile type compound wall, RCC road and paver block in the campus,

Name underground water tank and overhead tank, painting, flooring in the rooms, building a shed and

:- repairing and refurbishing of other civil works as required In Odhav Gujarati School No.-3 near

Maheshwarinagar in TP-2 area of ​Odhav ward of East zone.

Sr. NO. SECTION ITEM AMOUNT

1 SECTION - A R.C.C. ROAD

2 SECTION - B PAVER BLOCK

3 SECTION - C CIVIL WORK

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

Construction of new pile type compound wall, RCC road and paver block in the campus,

Name underground water tank and overhead tank, painting, flooring in the rooms, building a shed and

Work :- repairing and refurbishing of other civil works as required In Odhav Gujarati School No.-3 near

Maheshwarinagar in TP-2 area of ​Odhav ward of East zone.

PART - A ( R.C.C. ROAD)

Sr. No. Item Description Qty. Rate Per Amount

1 Excavation for foundation up to 1.5 mt. depth 342.00 127.13 Cmt.

Conveyance charge of earth, lime, murrum, building

rubbish, manual garbage, sludge, excavated rock , fly

ash, aggregate of any kind etc complete up to 10.0 KM

a) Lead up to 1 Km. 0.00 23.388 Cmt.

b) Lead From 1Km to 2 Km 0.00 30.94 Cmt.

c) Lead From 2 Km to 3 Km. 0.00 38.37 Cmt.

d) Lead From 3 Km to 4 Km. 0.00 45.52 Cmt.

e) Lead From 4 Km to 5 Km 410.40 52.42 Cmt.

f) Lead From 5 Km to 10 Km 50 78.54 Cmt.

g) Lead From 10 Km to 15 Km. 0 104.65 Cmt.

Providing and laying cement concrete1:4:8 (1-

Cement:3-coarsesand:6-handbroken stone aggregates

3 40 mm nominal size) and curing complete excluding 114.00 3393 cu.m

cost of form work in (A) Foundation and Plinth (upto

Providing and laying in position Ready Mixed M-200

grade concrete for reinforced cement conctere work,

using cement content as per approved Design Mix

manufactured in fully automatic batching plant

and transported to site of work in transit mixer for a

lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade

for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of

4 laying, excluding the cost of centering shuttering 171 5043.66 Cum

finishing and reinforcement including cost of

admixtures in recommended proportions as per IS:

9103 to accelerate/retard setting of concrete,

improve workability without impairing strength and

durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained)

(Item Code : 5055, SOR 2021-22, R & B Ahmedabad

Provdg. Form work of ordinary timber planking so as

to give a rough finish incl. centering, shuttering,

strutting and propping etc.height of propping and

5 centering below supporting floor to ceiling not 114.00 171.68 smt

exceeding 4 M & removal of the same for in situ

reinforced concrete and plain concrete work in (A)

Foundation, footing, base of column & mass concrete

Supplying cutting, bending,binding and placing in

position steel as per plan and design and as per ISS

2502 including cost of steel and binding wire for

6 reserviors/structures only including lift up to 6 meter 3192.00 73.2 kg

height or depth below G.L. For all diameter.

9.2.-Thermo mechanically treated(TMT) bars Fe-415

grade for all diameters.

Providing & Applying Trimix with De watering

Machine flotter machine on constructed RCC work

including Machine & Labour etc Comp as directed

(approved rate)

Making 15 mm Groove on RCC work on road and fill

it with poly sulfied selant and finished it good include

all labour charges etc Comp as directed (approved rate)

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

level incl. removing damaged brick work and repairing

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

and fixing C.I. steps and existing MH sheet cover,

removing the debris from MH and carting the same as

directed. (Based on Drainage SOR 2009-10)

a up to 0.15 mt. (@ Two Coarse) 30.00 728.82 No.

b up to 0.35mt. (@ Four Coarse) 15.00 1155.44 No.

c up to 0.65 mt. (@ Seven Coarse) 15.00 1786.490 No.

d up to 0.90 mt. (@ Ten Coarse ) 10.00 2150.900 No.

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

work 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 all-round, 16mm ø plain round bar for lifting the

cover & should be fitted with plastic cups. Frame :

mm ø clear 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

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

Machinehole Covers & Frames- 560mm Ø clear

opening, The dimension of frame and cover as per

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

(As Per Central stores circular No. 11/2022-23

11 Providing & Supplying JCB Machine on rental basis in 80.00 535.710 hrs

Extra Rate Over Item of Excavation of Earth for

excavation of asphalt pavement / RCC of thickness up

to 0.20 meter including demolishing the asphalt carpet,

metal,s oiling/cutting Reinforcement etc.comp. with

stacking the material as directed. (Based on Previously

approved rate by C E sir )

a up to 0.20 meter thickness (By Manual) 200.00 71.100 Smt.

0.20 to 0.30 meter (By any type of Breaker Machine or

b R.C.C.Cutter machine including cost of operator, fuel, 200.00 177.760 Smt.

& transportation etc complete.

Providing & Laying For Approved Quality Floor

Hardner @ 3.0 Kg/Smt. (As Per R.A.)

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

14 prop. of CM (1:6) with 40 mm thick IPS flooring in the 10.00 3110.800 No.

prop M15 at bottom and 15 mm thick cement plaster

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

out jali etc. comp. as directed.

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

15 jali with frame 600mm x 600mm clear opening etc. 10.00 1377.640 No.

comp.. As directed by engineer in charge.

Supplying, labour for activities like excavation,

disliting, removing debris from trench back filling etc.

comp. as directed by Eng.in charge. (R&B SOR 23-24,

P-31 - Item code- L022, L021, L029)

a Mazdoor at day /Night (Male) 80.00 493.000 Each

b Mazdoor at day /Night (Female) 20.00 450.000 Each

c Makadam/ supervision at day / Night 50.00 711.000 Each

Barricading the entire break down or excavated area on

rental basis using wooden ballies / M.S.angles at max.

2.00 meter centre to centre, C.G.I. Sheet, reflective

paint / Board out side to avoid accident & for smooth

traffic diversion & movement including cautionary

board etc. Item also includes for making temporary

sufficient nos of lighting arrangement through out the

work with necessary required arrangement. The same

shall be removed after completion of work. (Only for

break down work from start to complete)

To Provide Tractor with Hydraulic trolley, driver with

fuel to carryout different works during day/night for

Hr. shift Work shall be carried out as per the

instructions of engineer in charge. No Extra charged

shall be paid for night shift. (Sr.No. 1199 code H033)

( Ahmedabad City Building SOR 2023-24)

a Production & Supply of WMM 200.00 1708.130 Cmt.

b Laying of WMM 200.00 31.250 Cmt.

a Dismantling tiled or stone floors 400.00 27.440 Smt.

Demolition & disposal of unservisable material with all

lead and lift for unreinforeced concrete

c Demolition of brick work & stone masonry 100.00 314.500 Cmt.

Demolition including stacking of serviceable materials

d and disposal of unserviceable materials with all lead 100 604.740 Cmt.

and lift. (I) R.C.C work.

PART - B ( PAVER BLOCK )

Item Description

Sr. No. Qty. Rate Per Amount

Excavation for foundation up to 1.5 mt. depth

including sorting out stacking of useful material &

disposing of excavated stuff up to 50 mt. lead loose or

soft soil (As per Building SOR 2015-16)

Conveyance charge of earth, lime, murrum, building

rubbish, manual garbage, sludge, excavated rock , fly

ash, aggregate of any kind etc complete up to 10.0 KM

a) Lead up to 1 Km. 0.00 23.388 Cmt.

b) Lead From 1Km to 2 Km 0.00 30.940 Cmt.

c) Lead From 2 Km to 3 Km. 0.00 38.370 Cmt.

d) Lead From 3 Km to 4 Km. 0.00 45.520 Cmt.

e) Lead From 4 Km to 5 Km 200.00 52.420 Cmt.

f) Lead From 5 Km to 10 Km 1150.00 78.540 Cmt.

g) Lead From 10 Km to 15 Km. 0.00 104.650 Cmt.

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

Cement : 5-Coarse sand : 10 - handbroken stone

3 aggregates 40 mm nominal size) and curing complete 83.4 2492.510 Cu.M

excluding cost of formwork in (A) Foundation and

Plinth (upto 10 ton)

Providing and Laying of Rubber Moulded Paver Block

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

shape (Usually Uni-Paver Blocks) using black trap

good quality aggragate of 20 mm nominal size for

footpath, parking areas, service lanes and other

areas as mentioned in the drawing / instruction of

engineer in charge. Cost includes formworks using

rubber mould, Rate providing and laying paver blocks

as per required grading and specification. The paver

block shall be mechanically compacted. The work of

4 paving blocks shall be executed in line and level by 3418.00 501.600 Smt

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

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

necessary. if cutting of paver block necessary then it

should be cut by machine only and carting. The

finished surface of the paver block shall have resonably

good, plain finished. Paver blocks shall be compacted

and shall be relaid if necessary. Gravel or such type of

materials shall not be allowed for production. Laying

on 5 cms thick sand

Providing, supplying and fixing precast C.C. blocks (M-

20) edge kerb having size of 75 x 300 x 300 mm depth

and as per design conveying it to the site, jointing into

C:M 1:3 and racking out the joints incl. necessary

excavation of asphalt, soil etc..completed. Approv rate

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

level incl. removing damaged brick work and repairing

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

and fixing C.I. steps and existing MH sheet cover,

removing the debris from MH and carting the same as

directed. (Based on Drainage SOR 2009-10)

a up to 0.15mt. (@ Two Coarse) 40.00 728.820 No.

b up to 0.65mt. (@ Seven Coarse) 15.00 1786.490 No.

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

work 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 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

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

Machinehole Covers & Frames- 560mm Ø clear

opening, The dimension of frame and cover as per

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

(As Per Central stores circular No. 11/2022-23

F.R.C. Medium Duty [MD-10] Machinehole Covers -

560mm ø clear opening, The dimension of frame and

cover as per mentioned in Amend No.1 to IS 12592 :

F.R.C. Medium Duty [MD-10] Chamber Covers &

Frame- 600 x 450 mm clear opening, The dimension

of frame and cover as per mentioned in Amend No.1 to

IS 12592 : 2002 table

F.R.C. Light Duty [LD-2.5] Machinehole Covers &

Frames-560mm ø clear opening, The

dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

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 and including

excavation for fixing in proper line and

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

complete.SOR -2023-24Ahmedabad City Building

PART - C ( CIVIL WORK )

Sr.No. Item Qty. Rate Unit Total

Excavation for foundation including sorting out stacking of

useful material & disposing of excavated stuff upto 50 mt.

1 lead.Loose or soft soil. Bldg.s.o.r.2021-2022,it. No.0.1 Ch-

up to 1.5 mt. depth 200 148.750 Cu.M.

Add extra for Disposing off the excavated stuff of above

2 items for lead of (A) 50 m to 100 m

Add extra for Disposing off the excavated stuff of above

3 items for lead of (B) 100 m to 200 m

Providing and laying cement concrete1:4:8 (1-Cement:3-

coarsesand:6-handbroken stone aggregates 40 mm nominal

4 size) and curing complete excluding cost of form work in (A)

Foundation and Plinth (upto 10 ton)

Provdg. & laying cement concrete 1:3:6 (1 cement : 3 coarse

sand : 6 hand broken stone aggregates 40 mm nominal size)

5 and curing complete excluding cost of form work in

Bldg.s.o.r.2021-2022,it. No.5.3.2 Ch-5 )

(A) Foundation and plinth 10.00 2652.100 Cu.M.

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

6 formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings, Base of

columns and Mass concrete

(A) Foundations, footings, Base of columns and

Mass concrete..

(B) Walls, from top of foundation level upto floor

(C) Slabs, landing, shelves, Balconies Lintels,

Beams, Girders and Cantilever upto floor two level.

(D) Columns, Pillars posts and struts upto floor two

Supplying cutting, bending,binding and placing in position

steel as per plan and design and as per ISS 2502 including

cost of steel and binding wire for reserviors/structures only

7 including lift up to 6 meter height or depth below G.L. For all 18000.00 73.200 Kg.

9.2.-Thermo mechanically treated(TMT) bars Fe-415 grade

for all diameters.

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

8 same for in situ reinforced concrete and plain 500.00 171.680 SMT

concrete work in. (A) Foundations Footings Bases

of Columns, Mass concreteetc. and Vertical

surface such as walls (any thickness) Sides and

soffits of Beams /Column anc Coping Beam and

.etc.any size & depth

Brick work using common burnt clay building bricks

having crushing strength not less than

9 kg./Sq.Cm. in foundation and plinth in Cement 300.00 4011.660 cmt

Mortar 1:5. (1- Cement : 5 -fine sand) (B)

Conventional Brick Work

Providing 15mm thick cement plaster in single coat

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

10 for interior plastering upto floor two level and 1200.00 155.610 SMT

finished even and smooth in (ii) Cement mortar

1:4(1-cement :4-sand). For Ground Floor

20mm thick sand faced cement plaster on walls

upto height 10 metres above ground leve

11 consisting of 12mm thick backing coat of C.M. 1:3 1200.00 297.680 SMT

(1- cement : 3-sand) and 8mm thick finishing coat

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

Providing and fixing M.S. grills of required pattern

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

12 required spacings and frame alround, square or 3000.00 100.170 kg

round bars with round headed bolts and nuts or by

screws (A) Plain Grill.

Providing in line level plumb, fabricating and fixing

three row horizontal barbed wire fencing and

punched tape concertina coil of 9 turns per meter

of 610 mm diameter fixed with clips on top of the

angle iron posts. The punched tape concertina coil

having sharp barbs at every 25 mm spacing shall

be 0.5 mm thick and 19 mm width and weighting

13 13 Kg./100 mtr. (Average) as per manufacture's

specification. The rate shall also include providing

and fixed 1.20 mt. total long MS angle 40 x 40 x

mm @ 3.00 mt. c/c spacing embedded in RCC

column, angle posts shall be painted with one

coats of red oxide and two coats of enamel paint of

approved quality at top of compound wall.

Provinding and fixing chicken wire mesh of gauge

0.18 mm and 0.20 mm wide with necessary screws

14 and nail at joints cracks of brick work R.C.C work 1000.00 43.000 SMT

as per drawing and specification and direction of

Engineer incharge.

Providing and Fixing 1 H.P. Electrical monoblock or

submarcible water pumps withmotor and required cable and

15 switch board of approved brand and make etc.comp.as

Providing & Laying & Jointing glazed stoneware pipes

incl. excavation up to 2.0 mt.,refilling, trasporting the

pipe to work site, unloading, lowering in trenches, laying

and jointing the pipes in c.m. 1:1 incl. all jointing

16 materials such as cement, sand, hemp, bitumen as dire. 150.00 347.600 Rmt

testing the pipe line to a head of 1.5 mt. and hydraulic

test as dire incl. watering trenches, spreading , and

carting away of surplus earth within 100 mt.lead as dire.

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

mm x v 400mm size. (i) In white colour.

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

18 mortar 1:3 to plain or slope and to be tempered to bring 1250.00 739.890 Smt.

mortar creme out upto surface using white cement

including rounding off junctions and extending them

upto 15 cm along the wall,clearing with water and oxalic

acid etc. as directed.

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-coarse sand) and jointed with

white cement slurry

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-

20 Lime putty :1.5 - coarse sand) laid over and jointed with 400.00 1176.030 Sqm

grey cement slurry mixed with pigment to match the

shade of slab including rubbing and polishing etc.

complete. (A) 25mm thick

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

21 checknut etc.compt. as directed on terrace, loft,bathroom etc

in any height. The rate shall be included for fixing additional

accessories supplied by suppliyer accessories.

Providing and constructing, Underground (U/G) water tank

of specified capacity, on specified location, for all depths, in

controlled CC of M-200 grade with bottom slab, top slab and

RCC walls, including cost of form work and

reinforcement,with inside and outside plaster in CM 1 :3 and

22 water proofing treatment as per IWP specification,including 10000.00 6.500 Ltr

injection, grouting, etc. complete. The rate includes for

providing and fixing two nos. 0.6m. x 0.6 m. size medium

duty CI manhole cover/s at top, including wash out pipe line

and inlet and outlet connections etc. complete.

Providing and fixing water closet squatting Pan

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

23 concrete, foot reste and trap to be easured and paid for 20.00 926.100 Each

separately) (A) Vitreous China.(I) Long pattern = White

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

24 Mortar 1:1 (1-Cement : 1-fine sand) (Seal and cover to be 5.00 1290.800 Each

measured and paid for separately)(A) vitreous China

Pattern :(i) in white colour

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

mm x v 400mm size. (i) In white colour.

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. (Ahmedabad City

Building SOR 2023-24) Item code-20016)

Providing and fixing Urinal or approved quality

including conecting the Urinal with waste pipe , tap etc.

27 complete.(A) White earthenware flat back or corner type size 5.00 1026.010 No.

430mm x 260mm x 350mm. (SOR R&B 23-24 Item code-

Providing and fixing screw down bib taps of

28 following size.(A) Brass screw down bib tap polished 25.00 218.290 Each

bright. (i) 15mm dia.

Providing and fixing chromium plated brass half trun flush

29 cock of approved quality including fixing in pipe line etc. 25.00 252.260 Each

complete.(i) 20mm dia

Applying priming coat over new steel and other metel

surface after and including preparing the surface by

throughly cleaning, oil, grease, dirtand other for eignmatter

30 and scoured with brushes fine steel wood, scraper sand

sand paper with ready mixed priming paint brushing red

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

31 surface an even shade including cleanicn the surface of

all dirt, dust and other foreign matter.

Painting one coats(excluding priming coat) on

previously painted steel and other metal surface with

32 enamelpaint, brushing to give anevenshade including 1000.00 36.330 Smt

cleaning the surface of alldirt, dustand other foreign matter..

Finishing wall with weather proof exterior emulsion paint

on wall surface(twocoats) to give an required shape even

33 shade after thoroughly brushing the surface to remove 2000.00 75.600 Smt

all dirt, and remains of loose powdered materials.etc

Distempeing (Two coats) with oil bound distemper

of approved brand and manufacture and of required

shade on wall surfaces to givean even shade, over and

priming coat with distemper primer of approved brand

Applying two coats of putty & two coats of primer

of approved brand and manufacture on new wall surface to

35 give an even shade including thoroughly brushing the 200.00 47.410 Sq.M.

surface free from mortar dropping and other foreign

matter and sand papered smooth.

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

36 with bolts, nuts, locking arrangements, stoppers

handles including applying a priming coat of red lead paint.

(Ahmedabad City Building SOR 2023-24) Item code-11003A

Providing and fixing hydraulic door closer of approved size of

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

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.

38 & Bitumen Washers,Silicon paste application for fixing the 200.00 1930.000 smt

sheet.Rate also include necessary bending,cutting,labour

charges,Zinc Primer coat & Two coats of oil painting of color

as approved by consultants & making good the wall.(N.S.)

Providing and laying ACP sheet for Elevation including fixing

on alluminum section structure, all fixing materials, finishing,

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

Repairing wooden door with necessary materials like

40 wooden joint, favicol, khilli as directed by engineer incharge 30.00 950.000 No.

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

41 should be allowed for non working condition of machinery 16.00 1071.420 Shift

and for pipe line excavation and M.H. work. Allowed only for

break down work) ( Based on Previously approved rate by C

Making connection to the existing MH in running sewer of

following dia pipes at any convenient time when MH is found

42 empty. All damage work shall be well repaired as per

instruction etc. comp.(a)150 -300 mm dia.(

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

43 inside in CM 1:3, finishing with cement slurry, Brick

masonary in CM 1:5 & excluding the cost of chamber seat

cover etc.completed.

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

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

Constructing Slab type M.H. Chamber of the following size

including excavation, refilling, brick bats cement concrete

(1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of

thickness 10 C.M., finished 15 mm thick cement plaster

inside & outside (Only for shaft) in CM 1:3, finishing with

cement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps

35 cm c/c at 35 cm staggered in masonary CM 1:5, RCC

Slab in CC 1:1.5:3 of thickness 23 C.M., including Cantering

& reinforcement (double jalli at 15 C.M. c/c bothway

mm dia.) but excluding the cost of Manhole seat cover

etc..completed. of Size 1.00 X 1.40 meter (Inside Clear,

M.H. length should be parallel to the flow, for pipe dia <=

800 mm) (Based on Drainage SOR 2009-10)

46 1.00 to 2.00 meter depth, (Slab at Ground level) 2.00 11399.000 No.

2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 1.00 21569.000 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

47 (1:6) with 40 mm thick IPS flooring in the prop M15 at 10.00 3110.800 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

directed. (As per R.A. Based on Building SOR 2015-16)

CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm

48 x 600mm clear opening etc. comp.. As directed by engineer 10.00 1377.640 No

in charge. (Based on Central Store Rate)

Empty boring through all sorts of strata for providing 450 mm

R.C.C. bored piles to required depth required depth

including providing

49 necessary casing pipe with all plants and equipments as

required complete.

R & B DIST SOR 2023-24, Item Code 27039 Page No.

Providing & laying controlled cement concrete M 300 for

piles of 0.450m dia. including ramming, vibrating, curing and

50 complete 150.00 4734.350 Cmt

(R & B DIST SOR 2023-24, Item No.27041,page

No.116+0.6 bag x

Rs261.70 rate of Cement as per R & B SOR 2023-24, M-

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

51 supporting floor to ceiling not exceeding 4 M. and removal of 200.00 171.680 smt

the same for in situ reinforced concrete and plain concrete

work in. (A) Foundations Footings Bases of Columns etc.

and Mass concrete. (upto 10 ton)

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

52 exceeding 4 M. and removal of the same for in situ 10.00 252.000 smt

reinforced concrete and plain concrete work in. (B) Flat

surfaces such as soffits of supspened floors slabs

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

thickness. (upto 10 ton)

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

53 exceeding 4 M. and removal of the same for in situ 10.00 229.950 smt

reinforced concrete and plain concrete work in. (C)

Vertical surface such as walls (any thickness)

partitions and the like including attached buttresses &

string course & the like. (upto 10 ton)

Supplying, labour for excavation of all types of soil at

any depth including excavation of asphalt pavement of

any thickness, demolition of brick work in CM of any

proportion including stacking of serviceable materials

and disposal of unserviceable material etc. comp. as

a Mazdoor 25.00 493.000 No.

b Makadam/ supervision at day / Night 10.00 711.000 No

Demolition of Brick work and stone masonry including

stacking of serviceable materilas and disposal of

55 unserviceable materials with all lead and lift.(ii) In 350.00 544.950 Cmt

Cement Mortar. Item Code 20003B Item No.as per NBO

Ahmedabad City Building SOR 2023-24

tie-Beam, Lintel , Beam- Bracket, Stair Case &

56 Landing, Coping ,Slab, balcony, weather shed, loft , 500.00 3.630 Kg

any cantilever etc All Floor

Demolition and disposal of unserviceable materials

57 with all lead and lift.(i) Lime concrete Item Code 20001A 10.00 524.480 cmt

Item No.a per NBO 20.1 Ahmedabad City Building SOR 2023-24

Demolition including stacking of serviceable materilas

58 and disposal of unserviceable materials with all lead 100.00 1047.380 cmt

and lift. (i) R.C.C. work Item Code 20002 Item No.a

per NBO 20.3 Ahmedabad City Building SOR 2023-24