Breakdown Work of Drainage/Storm water Dainage line & Machinehole , Systematic Drainage line laying , Existing Drainage line reparing and other drainage maintance related Work at diff. places in viratnagar ward East zone.

2 TOTAL ESTIMATED COST  ₹

3 EARNEST MONEY  ₹

In DEMAND DRAFT / PAY ORDER FROM

BANK ACCEPTABLE TO THE AMC

4 VALIDITY PERIOD  120 DAYS FROM THE DATE OF

OPENING OF THE TENDER.

5 SECURITY DEPOSIT  5% OF SANCTIONED TENDER AMOUNT

IN FORM OF CASH / DEMAND DRAFT /

BANK GUARANTEE.

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

RETAINED AND WILL BE RELEASED

AT THE TIME OF FINAL BILL

7 TIME ALLOWED FOR

COMPLETION OF THE WORK  12 Months

FROM THE DATE OF WRITTEN

ORDER TO COMMENCE WORK

8 TENDER FEE Rs. --  ₹ 1500 TENDER CLASS -- E1

In DEMAND DRAFT / PAY ORDER FROM

BANK ACCEPTABLE TO THE AMC

Contractor's Name :-

Contractor's Address :-

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

Contractor's Bank, Branch Name :-

Bank Account Number :- Banks MICR Number-

8 DOWN LOAD DATES FOR

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

9 DATE ON OR BEFORE WHICH

THE TENDER MUST REACH

THE OFFICE  29-Apr-26 5.00 PM

10 OPENING DATE OF THE

TENDER BY THE OFFICE  30-Apr-26 12.00 Noon

11 LOCAL COMPETITIVE BIDDING

-- TENDER CLASS -- E1

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

TENDER POST OR IN PERSON.

 TENDER SENT BY ORDINARY POST

WILL BE REJECTED OUTRIGHT.

 CONDITIONAL TENDER WILL BE

REJECTED OUTRIGHT.

13 DESCRIPTION ESSENTIAL TO   NAME OF THE WORK.

BE MADE ON SEALED COVER TENDER No.--

 DATE OF RECEIVING TENDER BY

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

SCHEDULES OF RATES.  WELL AS IN WORDS.

  TENDER SHALL BE SUBMITTED IN

DUPLICATE.(EXCEPT E-TEDER)

NAME OF WORK --

vqJoÍtul rJhtxldhJtuzobtk ytJuj swœe swœe søgtyu Mx[tub Jtuxh /lJe meMxubuxef z[ulus jtRl ltkFJtlt, z[ulus

jtEl hevuh´d fhJtlt , bNelntuj c{ufztWl fhJtlt ftb <&t z[ulus buELxulLmle ftbdehe <ubs <ulu jd<e

ytLþmtkdef ftbdehe fhJtLþ ftb. (Jtr»tof xuLzh)

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

LOCAL COMPETITIVE BIDDING -- TENDER CLASS -- E1

Time Limit (Months)

Issue Date ------ Last Date of 29-Apr-26 Opening 30-Apr-26

ofT ender --- -------- Receiving of 5.00 PM Date of 12.00 Noon

From - To Tender --- Tender-

The Municipal Commissioner of Ahmedabad Municipal Corporation, invites Percentage

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

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

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

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

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

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

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

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

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

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

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

SPECIAL GENERAL INSTRUCTIONS TO TENDERERS

NAME OF WORK --

vqJoÍtul rJhtxldhJtuzobtk ytJuj swœe swœe søgtyu Mx[tub Jtuxh /lJe meMxubuxef z[ulus jtRl ltkFJtlt, z[ulus

jtEl hevuh´d fhJtlt , bNelntuj c{ufztWl fhJtlt ftb <&t z[ulus buELxulLmle ftbdehe <ubs <ulu jd<e

ytLþmtkdef ftbdehe fhJtLþ ftb. (Jtr»tof xuLzh)

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 ₹ 29998.00 in Pay order, Demand Draft, Bank Guarantee or Cheque from

bank acceptable to the AMC.

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

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

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

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

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

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

should be submitted by the contractor.

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

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

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

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

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

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

processed for the payment.

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

AT TIME OF FINAL BILL

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

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

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

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

PAYMENT CONDITIONS TO CONTRACTOR

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

contractor for excavation, refilling and or earth filling items.

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

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

MATERIAL PROCUREMENT

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

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

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

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

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

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

should quote for the works accordingly.

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

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

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

important materials

INSTRUCTION TO THE TENDERER

15 ALL INSTRUCTIONS TO TENDERERS, SPECIAL INSTRUCTIONS FOR

CONTRACTORS, DOCUMENTS, RULES FOR GRANT OF ADVANCES, CLAUSE

FOR ARBITRATION, GENERAL SPECIFICATIONS, PROJECT INFORMATION

GENERAL,PAYMENT CONDITION TO THE CONTRACTOR, DEFINITION OF TERMS

EARNEST MONEY, SUBMISSION OF TENDERS, GENERAL RULES AND

DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS TERMS AND

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

STANDARD PERFORMA OF AHMEDABAD MUNICIPAL CORPORATION OF

ENGINEERING DEPARTMENT AND SHALL BE APPLIED TO THIS TENDER

CONTRACTOR MUST HAVE THIS DOCUMENT AND SHALL BOUND FOR THE

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

GENERALTECHNICAL SPECIFICATIONS , CONDITIONS, CLAUSES,

INSTRUCTIONS ETC. AND AGREE TO ABIDE BY THEM.

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

AND AGREE TO ABIDE BY THEM.

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE

ITEMS AND AGREE TO ABIDE BY THEM.

IN THIS TENDER THERE ARE MANY POSSIBILITIES OF ADDITIONAL AND

ALTERATION ITEMS HENCE MANY ITEMS ARE LIKELY TO BE DROPPED OR

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

HENCE FOR THIS CONTRACTOR WILL NOT CLIAM FOR ANY EXTRA

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

GENERAL RULES & DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS

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

PER STANDARD PROFORMA FOR TENDER OF AHMEDABAD MUNICIPAL

CORPORATION OF ENGINEERING DEPARTMENT AND SHALL BE APPLIED TO

THIS TENDER . CONTRACTOR MUST HAVE THIS DOCUMENT.

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

16 DECLARATION FORM :- TENDER No

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

vqJoÍtul rJhtxldhJtuzobtk ytJuj swœe swœe søgtyu Mx[tub Jtuxh /lJe meMxubuxef z[ulus jtRl ltkFJtlt, z[ulus

jtEl hevuh´d fhJtlt , bNelntuj c{ufztWl fhJtlt ftb <&t z[ulus buELxulLmle ftbdehe <ubs <ulu jd<e

ytLþmtkdef ftbdehe fhJtLþ ftb. (Jtr»tof xuLzh)

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

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

to the work before submitting this tender.

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

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

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

preparing the tender for submission accordingly.

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

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

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

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

Dated Signature Of Contractor

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

GENERAL SPECIFICATION

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

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

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

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

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

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

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

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

the contractor othervise concrete work shall not be allowed.

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

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

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

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

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

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

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

contractor at his risk and cost.

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

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

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

finish surfaces.

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

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

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

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

prevailing circular of AMC..

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

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

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

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

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

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

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

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

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

contract Act. 1970 and rules framed there under.

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

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

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

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

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

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

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

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

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

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

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

Gujarat contractors are requested to procure their quarry materials required for

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

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

purchase by him on these materials.

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

12 months from the date

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

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

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

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

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

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

rejected. Conditional tender will not be accepted.

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

TECHNICAL SPECIFICATIONS FOR MATERIALS AND ITEMS

NAME OF WORK -- Tender No.

vqJoÍtul rJhtxldhJtuzobtk ytJuj swœe swœe søgtyu Mx[tub Jtuxh /lJe meMxubuxef z[ulus jtRl ltkFJtlt, z[ulus

jtEl hevuh´d fhJtlt , bNelntuj c{ufztWl fhJtlt ftb <&t z[ulus buELxulLmle ftbdehe <ubs <ulu jd<e

ytLþmtkdef ftbdehe fhJtLþ ftb. (Jtr»tof xuLzh)

GENERAL AND STANDARD TECHNICAL SPECIFICATIONS FOR WORK.

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

“approved” by the Engineer-in-charge.

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

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

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

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

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

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

nearest to the following limits:

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

(ii) Areas 0.01 Sq. Mt.

(iii) Cubic Contents 0.01 Cu. Mt.

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

thickness shall be followed.

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

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

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

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

7 Lift shall be measured from plinth level.

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

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

specifications shall be deemed to be included therein.

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

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

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

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

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

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

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

Materials being rejected by the Engineer-in-charge.

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

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

the Engineer-in-charge.

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

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

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

15 Materials , if

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

removed from the site of work.

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

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

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

the particular item.

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

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

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

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

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

after completion of the structure.

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

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

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

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

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

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

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

21 All installations pertaining to water supply and fixtures thereof as

well as drainage lines

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

by the contractor.

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

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

Government from time to time.

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

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

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

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

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

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

structure as per the drawings and specifications.

26 I HAVE ALSOGONE THROUGH TECHNICAL SPECIFICATION FOR THE ITEMS AS

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

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

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

ITEMS AVAILABLE, SPECIFICATION GIVEN BY THE ENGINEER IN CHARGE

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

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

SUMMARY OF COST AND

SCHEDULE OF QUANTITIES AND RATES

_ SUMMARY OF COST AND RECAPITULATION SHEET

_ SCHEDULE OF QUANTITIES & RATES

PAGE -- 1 of 2 SHEDULE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

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

conjunction with instructions to tenderers, technical specifications, drawings and

general conditions of contract for civil works.

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

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

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

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

the tender is based.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

them during office hours in his office before quoting tender.

PAGE -- 2 of 2 SHEDULE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

GENERAL TENDER CONDITIONS

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

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

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

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

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

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

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

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

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

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

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

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

which tender to be accepted and awarded.

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

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

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

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

and the amount shall be recovered from the bill.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

date of work order.

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

up on AMC‟s web site.

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

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

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

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

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

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

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

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

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

not be entitled for compensation.

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

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

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

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

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

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

obstruction to any one in any way.

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

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

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

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

additional cost shall be paid.

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

compensation or right.

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

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

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

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

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

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

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

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

responsible for contractor‟s negligence.

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

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

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

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

contractors bill.

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

of tender or tender items by any means.

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

to force, by State or Central Govt.

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

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

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

manuals should be followed in general.

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

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

office, Khanpur, Ahmedabad.

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

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

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

treated as cancelled at the time of opening of tender.

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

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

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

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

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

without any cost.

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

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

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

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

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

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

36 To allot number of tenders to successful bidders, in case if any contractor is lowest in

more than one tender.

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

Name Breakdown Work of Drainage/Storm water Dainage line & Machinehole

of Work Systematic Drainage line laying , Existing Drainage line reparing and other

:- drainage maintance related Work at diff. places in viratnagar ward East zone.

Name vqJoÍtul rJhtxldhJtuzobtk ytJuj swœe swœe søgtyu Mx[tub Jtuxh /lJe meMxubuxef z[ulus jtRl

of Work ltkFJtlt, z[ulus jtEl hevuh´d fhJtlt , bNelntuj c{ufztWl fhJtlt ftb <&t z[ulus buELxulLmle

ftbdehe <ubs <ulu jd<e ytLþmtkdef ftbdehe fhJtLþ ftb. (Jtr»tof xuLzh)

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 -

PERCENT 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-B )

(4) WRITE TOTAL TENDER AMOUNT IN WORDS - ₹

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

Breakdown Work of Drainage/Storm water Dainage line & Machinehole , Systematic

Drainage line laying , Existing Drainage line reparing and other drainage maintance

related Work at diff. places in viratnagar ward East zone.

vqJoÍtul rJhtxldhJtuzobtk ytJuj swœe swœe søgtyu Mx[tub Jtuxh /lJe meMxubuxef z[ulus jtRl ltkFJtlt, z[ulus jtEl

hevuh´d fhJtlt , bNelntuj c{ufztWl fhJtlt ftb <&t z[ulus buELxulLmle ftbdehe <ubs <ulu jd<e ytLþmtkdef

ftbdehe fhJtLþ ftb. (Jtr»tof xuLzh)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

1 Excavation for pipe line trenches etc. for all with

shoring and strutting if required as per required

gradient and line including safety provisions using site

rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts

and strata as specified. In all sort of soils and soft

iii) 3.0 to 4.5 m.

vi) For every extra additional depth of 1.5 m or part

thereof beyond 7.5 m depth

(GWSSB SOR 2022-23, Item No. 1, Page No.32 of

112 ; Section-1 & 2.B)

2 Excavation in bituminous road as per required gradient

and line including safety provisions using site ralls and

stacking excavated stuff including up to all 10.00 251.00 m3

requiredlead cleaning the site etc. complete for all lifts

(GWSSB SOR 2022-23, Item No. 2 , Page No.33 of

112 ; Section-1 & 2.B)

3 Providing bedding incl. ramming, watering,levelling,

consolidating etc. as per standard and instruction

ofengineer incharge . As above with required quality 5.00 329.00 m3

Sand brought from Outside including all lead

(GWSSB SOR 2022-23,Part- 1&2 B (Labour Sec.),

Item No. 3.3,Pg.33)

4 Extra rate over item of excavation of earth if

excavation is to be done in wet condition without

resorting to pumping out incl. of bailing out of water.

(AMC SOR-January 2016, Drainage Section, Sr

5 Shoring or timbering for trench with 50 mm thick

planks and suitable size truts etc. complete.

(GWSSB SOR-2022-23, Section -1.G (M & R), Item -

16, Page No- 82)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

6 Providing and supplying of Class SN8 Structured Wall

polyethelene Piping systems (Pipe with online/offline

coupler and elastomeric sealing ring) with non-smooth

External Annular Corrugated and Smooth Internal

Surfaces (Double Wall) for non-pressure underground

Sewerage & Drainage application as per EN:13476-3

(manufacture with Anti-roadent Chemical) including

all local and central taxes, transportation, freight

charges, octroi, inspection charges, loading,

unloading,conveyance to the departmental stores etc.

complete. (ID Dia)

(GWSSB SOR 2022-23, Section-1&2A(Material

section), Item No. 5, Pg.No. 10 of 112)

7 Lowering, laying and jointing of class SN 8 structured

wall ( External Annular Corrugated & Smooth Internal

surface) Polyethylene Piping and fittings with the help

of coupler ( on line / off line ) attached with one end of

pipes, sliding over the elastomeric sealing rubber ring

placed on the specified valley of the corrugation at the

spigot end, lowering the same into the trench, laying on

the lower bedding (constructed at bottom of trenches)

at prescribed gradient, depth & alignment, testing the

water tightness of the joints, ensuring the continuity

tests of specified pipe segments etc. complete as per

drawing, specifications & detailed engineering,

including carriage of pipes & fittings from site stacks

to the place of laying etc. as per direction of Engineer-

(GWSSB SOR 2022-23, Section-Part 1&2 B(Labour

Sec) Item No. 10, Pg. No. 38 of 112)

8 Manufacturing, testing, supplying, loading,

transporting to worksite, unloading. RCC pipe in SRC

Cement of following class with Socket and spigot

joints as per IS 458 -2021 including EPDM Rubber

ring as per IS 5382-1985 etc. comp. As Directed by

Engineering in charge.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

(GWSSB SOR 2022-23, Item No. 10.1.D Page No.15

of 112 ; Section-1 & 2.A)

(GWSSB SOR 2022-23, Item No. 10.1.E Page No.15

of 112 ; Section-1 & 2.A)

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

following diameters in proper position, grade and

alignment at all level as directed by Engineer-in-charge

including conveyance from stores to site of work,

labour, giving hydraulic testing as per ISI code.

R.C.C. PIPES (At any Depth)

(GWSSB SOR 2022-23, Item No. 11.b Page No.38 &

39 of 112 ; Section-1 & 2.B)

10 Providing and supplying ISI marked only Standard

length Stoneware pipes in standard lengths of following

class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete.

(GWSSB SOR 2022-23, Item No. 11.1 Page No.17 of

112 ; Section-1 & 2.A)

11 Lowering, laying and jointing Stone Ware pipes of

following diameters with cement joints in C. M. 1:1

proportion in proper position, grade and alignment at

all level as directed by Engineer-in-charge including

conveyance from stores to site of work, Jointing

material etc. comp.

(GWSSB SOR 2022-23, Item No. 12 Page No. 40 of

112 ; Section-1 & 2.B)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

12 To provide Tractor with Hydraulic Trolley, with driver

& fuel, to carryout different works during day/night for

8 Hrs. Shift. Work shall be carried out as per the 10.00 2104.09 Shift

instructions of Engineer In-Charge. No extra charged

shall be paid for night shift.

GWSSB SOR22-23Part 2E Misc. I.No.7

13 Providing & Supplying JCB Machine on rental basis in

case of emergency situation and break down type work

& also during unavoidable condition as per instruction

of engg.incharge , rate includes all nece. shifting, fuel 120.00 541.07 Hr.

and operating charges and stacking of useful & non-

useful materials separately up to store.

AMC Drg. SOR 15-16 Machinery, I.No.4, rate/1.12

14 Supplying, labour for diffrent work for activities like

excavation, removing debris, etc. comp. as directed by

Eng.in charge(With all tools required to carryout work)

mazdoor (day/night) 350.00 497.93 No.

Mistry 25.00 698.92 No.

Welder 25.00 695.89 No.

Fitter 25.00 646.40 No.

R&B SOR 23-24, section-B Labour, Sr.No22, code

15 Providing & Supplying Hitachi Machine-110 capacity

on rental basis in case of emergency situation and

break down type work & also during unavoidable

condition as per instruction of engg. incharge , rate

includes all nece. shifting, fuel and operating charges .

AMC Drg. SOR 15-16 Machinery, I.No.5

16 Providing & Supplying Hitachi Machine-200 capacity

on rental basis in case of emergency situation and

break down type work & also during unavoidable

condition as per instruction of engg. incharge , rate

includes all nece. shifting, fuel and operating charges .

AMC Drg. SOR 15-16 Machinery, I.No.5

17 Providing & Supplying hydra carne Machine of

tone capacity on rental basis in case of emergency

situation and break down type work & also during Per

unavoidable condition as per instruction instruction of 10.00 4959.82 hr

engg. incharge , rate includes includes all nece. Shift

shifting, fuel and operating charges .

AMC Drg. SOR 15-16 Machinery, I.No.7

18 Supplying Electric Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator,

fuel, power Supply etc. Complete as Directed.

AMC Drg. SOR 15-16 Machinery, I.No.9

19 Supplying Pneumatic Breaker Machine for RCC Slab

or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as

AMC Drg. SOR 15-16 Machinery, I.No.10

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

20 Supplying of Pavdi tractor with driver having cultivator

and pavdi arrangenments to roads to remove deposited

earth as per given inst. of engineer in charge.

Approved Tender Rate

21 Hiring and operating the 20 KV 3 Phase Electric

Generator for operating desilting machinery, and

lighting and other requirements with Arranging diesel

to run the D.G. Set Do As Directed. 8 Hrs Shift. (No 5.00 2525.00 shift

payment should be allowed for non working condition

of machinery ) ( Based on Previously approved rate by

AMC Drg. SOR 15-16 Machinery, I.No.3

22 Providing & Constructing Precast RCC Manhole in

RCC M-40 grade Controlled concrete as per drawing,

in OPC including excavation, 80 mm thick P.C.C. in M-

15, Reinforcement in TMT- 500, PVC Foot steps,

Providing & fixing FRC Manhole frame & cover

a For 300,450 & 600 dia. Pipe(upto 4 m. depth)

i 1.2 dia x 2.0m Depth 1.00 40471.00 No

ii 1.2 dia - 2.01 to 2.99 m Depth 1.00 9319.00 Rmt

b For 900 mm dia.pipe for any depth & For 300,450 &

i 1.5 dia x 2.0m Depth 1.00 50265.00 No

ii 1.5 dia - 2.01 to 2.99 m Depth 1.00 10666.00 Rmt

iii 1.5 dia x 3.0m Depth 58129.00 No

iv 1.5 dia - 3.01 to 3.99 m Depth 10680.00 Rmt

vi 1.5 dia x 4.0m Depth 67414.00 No

vii 1.5 dia - 4.01 to 4.99 m Depth 12383.00 Rmt

c For 1200 mm & 1400 mm dia.pipe for any depth

i 2.0 dia x 3.0m Depth 1.00 94945.00 No

ii 2.0 dia - 3.01 to 3.99 m Depth 18497.00 Rmt

iii 2.0 dia x 4.0m Depth 116166.00 No

iv 2.0 dia - 4.01 to 4.99 m Depth 18507.00 Rmt

d For 1600 & 1800 & 2000 mm dia.pipe for any depth

i 2.4 dia x 4.0m Depth 1.00 151020.00 No

ii 2.4 dia - 4.01 to 4.99 m Depth 24641.00 Rmt

iii 2.4 dia x 5.0m Depth 184622.00 No

iv 2.4 dia - 5.01 to 5.99 m Depth 24641.00 Rmt

As Per Drainage Project Tender ID

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

work site etc. comp. Directed.

a 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 15.00 2843.00 No.

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

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

circular cover 20 M.T. design load and frame size 560 25.00 2759.00 No.

mm clear opening size 890 x 890 x 120 mm

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

c FRC medium duty cover size 670 mm dia & 70 mm

thick 10 M.T. load design and frame size 560 mm clear 25.00 1996.00 No.

opening outer size 780 x 780 x 120 mm

d FRC medium duty Chamber seat cover (FRC) cover

706 x 556 x 50 mm rectangular cover frame size 600 x

450 mm clear opening outer size 816 x 666 x 100 mm

Central Store Circular 11(22-23),

24 Carting and Fixing M.H., Chamber or Catchpite Seat

and Cover in line and level to match exisisting road

level in C.C. 1:2:4 and finishing smooth, watering and

protecting for 7 days etc. complete as directed. M.H.

seat cover will be supplied byA.M.C.(from any store)

AMC Drg SOR 2015-16, Item No.24

25 Cutting the pipes of following dia coming in the new

M.H.in running sewer including cutting bars, including

removing debris /silt from the M.H. and carting at a

suitable distance etc..complete as directed.

b 400 mm to 600 mm dia. 5.00 1704.38 No.

c 700 mm to 900 mm dia. 1.00 2029.02 No.

AMC Drainage SOR 2016 I.No.20

26 Temporary/ Permanent plugging and blocking of sewer

line , branch connections and diversion of flows and

removal of all plugs etc

a 300 mm dia. and below sewer line 10.00 1210.00 No.

b 400 to 500 mm dia. sewer line 5.00 1452.00 No.

c 600 to 700 mm dia. sewer line 1.00 2420.00 No.

d 800 mm dia 2904.00 No.

e 900 mm dia 3484.00 No.

f 1000 mm dia 4017.00 No.

g 1200 mm dia 4839.00 No.

h 1400 mm dia 5324.00 No.

i 1600 mm dia 6775.00 No.

j 1800 mm dia 7259.00 No.

(GWSSB SOR 2022-23, Section-B(Part-2D), Item

27 Refilling the pipeline trenches incl. ramming,

watering, consolidating desposal of surplus stuff as 30.00 22.00 m3

directed within a radius of 3 km.

(GWSSB SOR 2022-23, Section-B(Part-1&2), Item

28 Labour charger for lowering existing Ventilating

column safely with the help of required capacity of

hydra crane or any type of required capacity of crane.

Item also includes welding machine , gas cutter , 5.00 5861.61 No

electric cutter , breaker etc necessary machineries

required for this work with out damage and item also

includes carting the same to the AMC store. etc. comp

(AMC SOR-January 2016, Drainage Section, Sr

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

29 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 200.00 81.16 Rmt

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.

(AMC SOR-January 2016, Drainage Section, Sr

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

brick masonry chamber and water tight CI cover with

frame of 300 mm x 300 mm. size (inside) with standard

i) Square mouth traps (B) 150 mm x 100 mm size P or R

(R & B SOR, 2023-24, Chapter-24, It. No.

24.19,Item code :2406B, Page No.173)

31 Making connection to the ex. M.H. in running sewer

incl. Dewatering and other required machinery etc. of

following dia pipe at any convenient time. All damaged

work shall be well repaired as per instructions etc.

(i) 150 mm to 300 mm dia. pipe 10.00 1352.68 No.

(ii) 400 m to 600 mm dia. pipe 5.00 2254.46 No.

(ii) 700 m to 900 mm dia. pipe 1.00 3156.25 No.

(AMC SOR-January 2016, Drainage Section, Sr

32 Dewatering by pumping set of required capacity

including temporary platform carting pumping at site HP/Hr

and fixing the same in position including all .

accessories, and fuel and labour etc. complete.

(GWSSB SOR 2022-23, Part-2 E (Misc.), Item No.

1, Page No. 104 of 112 )

33 Providing and operation dewatering Pump including

fuel charges & operator Charges etc. as directed

etc. comp. (Shift for Eight Hour) (For Each Pump Set, 10.00 541.07 Shift

No payment should be allowed for non working

condition of machinery )

( AMC SOR 2016_Drainage -SWD Pipe line -

Machinery -Item no.1)

34 Providing 10mm thick cement plaster in single coat on

brick/concrete walls for interior plastering upto floor

two level and finished even and smooth in (ii) Cement

mortar 1:4 (1- cement :4-sand)

R&B SOR 23-24, Ah.City, I.Code17001B,

35 Providing 20mm thick cement plaster in single coat

on single or half brick walls for interior plastering

upto floor two level and finished even and smooth

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

R&B SOR 23-24, Ah.City, I.Code17003B,

36 Extra over items of 20 mm and 10 mm thk. plaster for

finishing with a floating coat of neat cement slurry. 5.00 48.21 Sq.M.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

R&B SOR 23-24, Ah.City, I.Code17004A,

37 Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:6 (1-

Cement : 6 -fine sand)(B) Conventional

(a) in foundation & Plinth 5.00 4021.02 Cu.M.

R&B SOR 23-24, Ah.City, I.Code06002BA,

(b) Super Structure (Up to floor Two Level) 5.00 4295.99 Cu.M.

R&B SOR 23-24, Ah.City, I.Code06006B, I.No.6.19

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

: 4- coarse sand : 8- hand broken stone aggregates

mm nominal size) and curing complete excluding cost 10.00 2680.21 Cu.M.

of formwork in (A) Foundation and Plinth

R&B SOR 23-24, Ah.City, I.Code-05004A,

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

work including bending, binding and placing in

position complete upto floor two level

R&B SOR 23-24, Ah.City, I.Code-05014C,

40 Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete 5.00 4017.66 Cu.M.

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

and Mass concrete

R&B SOR 23-24, Ah.City, I.Code-05024AA,

41 Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete 5.00 4529.01 Cu.M.

work in (B) Walls, from top of foundation level upto

floor two level

R&B SOR 23-24, Ah.City, I.Code-05024BA,

42 Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (C) Slabs,landing,shelves,Balconies

Lintels, Beams, Girders and Cantilever upto floor two

R&B SOR 23-24, Ah.City, I.Code-05024CA,

43 Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain

concrete work in.

a Foundations Footings Bases of

Columns etc. and Mass concrete.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

b Flat surfaces such as soffits of

supspened floors slabs Landings and the like. (1) 5.00 254.52 Sqm

Floors etc. upto 200 mm in thickness.

c Flat surfaces such as soffits of

suspended floor roof slabs Landings and the like. (2) 1.00 273.61 Sqm

Floors etc. above 200mm in thickness.

d Vertical surface such as walls

(any thickness) partitions and the like including 1.00 232.25 Sqm

attached buttresses & string course & the like.

R&B SOR 23-24, Ah.City, I.No.9.1 (Formwork)

44 Conveyance charge of earth ,lime, murrum, building

rubbish, earth manure or sludge ,excavated rock and

rubbish etc. comp.

lead Up to 1 KM 258.72 cmt

lead Up to 1.5 KM 270.80 cmt

lead Up to 2 KM 280.96 cmt

lead Up to 2.5 KM 290.33 cmt

lead Up to 3 KM 299.39 cmt

lead Up to 3.5 KM 306.88 cmt

lead Up to 4 KM 315.57 cmt

lead Up to 4.5 KM 400.00 322.87 cmt

lead Up to 5 KM 100.00 330.00 cmt

For Kilometer above 5 Km up to 10 Km per

R&B SOR 23-24, Ah.City, I.Code 030201A1

45 Demoliton and disposal of unserviceable materials with

all lead and lift

i) Unreinforced cement concrete 5.00 609.26 m3

(R&B SOR 2023-2024, Ch. 20, Item No. 20.1, Page

46 Demolition of following including stacking of

serviceable material and disposal of unserviceable

materials with all lead and lift

i) Brick Work (Cement Mortar) 1.00 550.40 m3

(R&B SOR 2023-2024, Ch. 20, Item No. 20.11, Page

47 Dismentaling of the existing structure including

removing and stacking the dismentelled materials as 1.00 294.11 m3

and where directed (a) Stone Pavment

(NH Ahemdabad SOR 2022-23, item no. 2.4 (iii)

48 Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materials and

disposal of unserviceable material with all lead and lift

(R&B SOR 2023-2024, Ch. 20, Item No. 20.23, Page

49 Providing, Supplying laying, spreading Coarse sand as

per instructions of the engineer in charge.

(R&B SOR 2023-2024, Ch. 20, Sr. No. 140, code -

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

50 Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers in sub- base /

base course on well prepared surface and compacting

with vibratory roller to achieve the desired density as

per Codal Provision.

A PRODUCTION & SUPPLY OF WMM 100.00 1708.13 m3

B LAYING OF WMM 100.00 31.25 m3

(EZ ROAD ARC Tender Year 2023-24)

51 Supplying of graded hand brocken stone size of 90 mm

to 127 mm at site (Rubble or Spoul)

( AMC SOR 2016_Road Grouting Work -Item

52 Labour charges for spreading the spouls 127 mm thick

layer good earth filling in voids correcting the grade &

camber comp. with rolling, watering, incl. preparing 2.00 16.23 Smt.

the surface by brushing for removing all loose or dirts

( AMC SOR 2016_Road Grouting Work -Item

53 Bitumen Cutting Labour charge of cutting in

bituminous pavement. Cutting to be done with heavy

duty tandom cutting machine consist of diamond blade.

Minimum cutting depth shall be 75mm from the

finished level. Cutting shall be perfeclty in line. The

width and depth of the removal of asphalt towards

kerbstone shall be as per the drawing. Bitumen shall be

carefully removed so that the the cutting edge towards

the road should not be disturbed. The work of removal

of the asphalt will be considered in this item asrunning

meter of the cutting done by machine. One cutting line

will be considered per length of the kerb stone.

Bitumen and other debris shall be disposed within

10.0km. as per the instruction of the engineer in

charge. Surroundings shall be cleaned to the

satisfaction of the engineer in charge.

54 Providing laying and jointing in true line and level

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

including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concealed as directed 5.00 72.65 Rmt.

including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Building SOR 23-24, Item Code

55 Providing laying and jointing in true line and level

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

including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concealed as directed 5.00 91.84 Rmt.

including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

Building SOR 23-24, Item Code

56 Providing laying and jointing in true line and level

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

including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concealed as directed 5.00 148.12 Rmt.

including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Building SOR 23-24, Item Code

57 Fixing of Rebar on concrete structure for connection

with new structure using Hilti/Fischer or equivalent

technology including all labour,tools & tackels

temporary arrangement, saftey measures etc. complete .

12 mm Dia. Bar 1.00 176.00 No.

16 mm dia. Bar 1.00 365.00 No.

20 mm dia. Bar 1.00 648.00 No.

Eastern trunk main (36 mtr road) tender

58 Providing and fixing plastic moulded reinforced steps

with 10 mm TOR steel bar with plastic polyproclene 1.00 87.00 No.

(P.P.) material (vergin)etc complete.

Eastern trunk main (36 mtr road) tender

59 Providing Dead Centring using good quality Country

Wood Planks, wall Plate of required thickness and size

including placing the nece. supports of reqd. size,

nailing, fixing with mortar, levelling. All specification

for dead centring as per standard engg. practice etc.

comp. as directed.

( AMC SOR 2016_Drainage -SWD Pipe line -

Drainage Work -Item no.27)

60 Hiring and operating Road Roller incl. Cost of fuel

and operator/driver including the cost of to and fro Per

transportation for compaction work as per instruction Day

of Engg. In Charge

(R&B SOR 2023-2024, Ch. 20, Sr. No. 1177, code -

61 Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and 10.00 84.13 Kg

applying a priming coat of red lead paint.

(R&B SOR 2023-2024, Ch. 20, I. No. 11.4 code -

62 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 4mm dia MS Steel HDPE coated steps 35 cm

C/C at 1:1.5:3 of thickness 15 C.M., including

cantering & reinforcement (single jali at 15 C.M.

C/C bothway 10 mm dia) But excluding the cost of

manhole seat cover etc. completed of size 0.75 *

meter (inside clear M.H. length should be parallel

a 1.00 to 2.00 meter depth (slab at ground level) 10.00 5708.30 No

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

b 2.00 to 3.00 meter depth (slab at below 0.6 mt. from

(As Per AMC SOR 2016, Drainage work, Sr. No.

63 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 12 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)

a 1.00 to 2.00 meter depth, (Slab at Ground level) 8.00 10279.46 No

b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From

c 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From

d 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From

e 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From

Extra rate over item of Constructing Slab Type M.H.

Chamber of following size for constructing M.H.

per 1.00 Decimetre of additional depth or part thereof.

complete. Of size 1.00 x 1.40 mt. (inside clear) and

a 4.00 to 5.00 meter depth, 1.00 526.64 DM

b 6.00 to 7.00 meter depth, 1.00 541.97 DM

c 8.00 to 9.00 meter depth, 0.00 557.30 DM

65 Constructing Chamber of following size including

excavation, refilling, BBCC (1:5:10) for foundation,

C.C.Channel (1:2:4), finished 15 mm thick cement

plaster inside in CM 1:3, finishing with cement

slurry, Brick masonary in CM 1:5 & excluding the

cost of chamber seat cover etc..completed.

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

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

0.90meter for pipe dia <=20 mm.

c 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

1.20 meter for pipe dia <=230 mm

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

66 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.

(AMC approved SOR Rate Jan-2016)

a up to 0.15 mt. (@ Two Coarse) 30.00 732.14 No.

b up to 0.35mt. (@ Four Coarse) 30.00 1,160.71 No.

c up to 0.65 mt. (@ Seven Coarse) 30.00 1,794.64 No.

d up to 0.90 mt. (@ Ten Coarse ) 30.00 2,160.71 No.

67 Raising of Existing manhole item includes,cutting of

existing road surround by Manhole by diamond

cutter machine dismantling of road in confined area

by breaker machine and carting of dismantal

material.item also included necessarey brick work

to raise the manhole at road level in CM 1:3 item

also included fixing of Manhole frame at exact road

level by using MaserEmaco S 488 trowable fibre

reinforced thixotropic repair mortal material 15.00 6,846.43 No.

Laying of concrete made form Master Emaco 5

flowable micro concrete material in desired

thickness and laying of hot bitumanous material in

Upper layer and compaction of hot bitumanious

material by palte compactor machine .Rate also

included necessary plaster at inside of manhole in

CM 1:3 in 20 MM thickness on raised brickwork.

(AMC approved Rate)

68 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 (1:6) with

40 mm thick IPS flooring in the 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.

(AMC DRAINAGE SOR JAN-2016, ITEM NO.

69 CatchPit Jali Fixing P/F FRC catch pit jali with

frame 600mm x 600mm clear opening etc. comp.. As 15.00 1377.64 No.

directed by engineer in charge.

(AMC DRAINAGE SOR JAN-2016, ITEM NO.