Addition-Alteration in Drainage line network and nibhada Stone Paving & other related work at vira naththu ni chali,Naran Khrishti bunglos ans different chawls and other places in Old Gomtipur Area of Gomtipur ward in EAST ZONE of AMC. (A.R.C.)

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. --  ₹ 900 TENDER CLASS -- E2

In DEMAND DRAFT / PAY ORDER FROM

BANK ACCEPTABLE TO THE AMC

Contractor's Name :-

Contractor's Address :-

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

Contractor's Bank, Branch Name :-

Bank Account Number :- Banks MICR Number-

8 DOWN LOAD DATES FOR

TENDER FROM WEB SITE  ------ TO 10-08-2026

9 DATE ON OR BEFORE WHICH

THE TENDER MUST REACH

THE OFFICE  10-08-2026 6.00 PM

10 OPENING DATE OF THE

TENDER BY THE OFFICE  11-Aug-26 5.00 PM

11 LOCAL COMPETITIVE BIDDING

-- TENDER CLASS -- E2

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 --

Addition-Alteration in Drainage line network and nibhada Stone Paving & other related work at vira

naththu ni chali,Naran Khrishti bunglos ans different chawls and other places in Old Gomtipur Area of

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

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

LOCAL COMPETITIVE BIDDING -- TENDER CLASS -- E2

Time Limit (Months)

Issue Date ------ Last Date of 10-08-2026 Opening 11-Aug-26

ofT ender --- 10-08-2026 Receiving of 6.00 PM Date of 5.00 PM

From - To Tender --- Tender-

The Municipal Commissioner of Ahmedabad Municipal Corporation, invites Percentage

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

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

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

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

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

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

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 --

Addition-Alteration in Drainage line network and nibhada Stone Paving & other related work at vira

naththu ni chali,Naran Khrishti bunglos ans different chawls and other places in Old Gomtipur Area of

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

1 The work is to be completed in all respects within 12 months reckoned

from the date of written order to commence the work.

2 The tender shall be valid for acceptance for a period of 120 days from the date of

opening of tenders.

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

of ₹ 9997.00 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 market.

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

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

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

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

works accordingly.

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

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

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

INSTRUCTION TO THE TENDERER

15 ALL INSTRUCTIONS TO TENDERERS, SPECIAL INSTRUCTIONS FOR

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

ARBITRATION, GENERAL SPECIFICATIONS, PROJECT INFORMATION

GENERAL,PAYMENT CONDITION TO THE CONTRACTOR, DEFINITION OF TERMS

EARNEST MONEY, SUBMISSION OF TENDERS, GENERAL RULES AND

DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS TERMS AND

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

STANDARD PERFORMA OF AHMEDABAD MUNICIPAL CORPORATION OF

ENGINEERING DEPARTMENT AND SHALL BE APPLIED TO THIS TENDER

CONTRACTOR MUST HAVE THIS DOCUMENT AND SHALL BOUND FOR THE SAME.

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

GENERALTECHNICAL SPECIFICATIONS , CONDITIONS, CLAUSES, INSTRUCTIONS

ETC. AND AGREE TO ABIDE BY THEM.

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

AGREE TO ABIDE BY THEM.

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS

AND AGREE TO ABIDE BY THEM.

IN THIS TENDER THERE ARE MANY POSSIBILITIES OF ADDITIONAL AND ALTERATION

ITEMS HENCE MANY ITEMS ARE LIKELY TO BE DROPPED OR THERE QUANTITIES ARE

LIKELY TO BE VARY UP TO ANY EXTENT AND HENCE FOR THIS CONTRACTOR

WILL NOT CLIAM FOR ANY EXTRA AMOUNT OR COMPENSATION FOR THE SAME

I AGREE TO ABIDE BY THEM.

GENERAL RULES & DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS TERMS

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

STANDARD PROFORMA FOR TENDER OF AHMEDABAD MUNICIPAL CORPORATION OF

ENGINEERING DEPARTMENT AND SHALL BE APPLIED TO THIS TENDER .

CONTRACTOR MUST HAVE THIS DOCUMENT.

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

16 DECLARATION FORM :- TENDER No

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

Addition-Alteration in Drainage line network and nibhada Stone Paving & other related work at vira

naththu ni chali,Naran Khrishti bunglos ans different chawls and other places in Old Gomtipur Area of

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

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

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

work before submitting this tender.

2 I / We hereby declare that I / We have carefully studied

the conditions of contract,

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

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 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 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.

Addition-Alteration in Drainage line network and nibhada Stone Paving & other related work at vira

naththu ni chali,Naran Khrishti bunglos ans different chawls and other places in Old Gomtipur Area of

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

GENERAL AND STANDARD TECHNICAL SPECIFICATIONS FOR WORK.

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

“approved” by the Engineer-in-charge.

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

mean as a reference to the latest edition of the same inforce on the date of 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 , ifand 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 shall be responsible for observing the rules and regulations imposed under

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

from time to time.

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

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

on the works as also of the work itself.

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

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

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

structure as per the drawings and specifications.

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

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

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

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

ITEMS AVAILABLE, SPECIFICATION GIVEN BY THE ENGINEER IN CHARGE SHALL

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

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

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

Name Addition-Alteration in Drainage line network and nibhada Stone Paving & other related

of work at vira naththu ni chali,Naran Khrishti bunglos ans different chawls and other

Work :- places in Old Gomtipur Area of Gomtipur ward in EAST ZONE of AMC. (A.R.C.)

RECAPITULATION SHEET Months

Sr.No DESCRIPTION AMOUNT

MAIN ESTIMATED TENDER COST

C.F. THIS TOTAL FROM TENDE

(1) WRITE HOW MUCH PERCENTAGE HIGHER

OR LOWER IN FIGURES _______________ % LOWER / HIGHER

(Strikeout which ever is not applicable)

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

NT LOWER/HIGHER

(Strikeout which ever is not applicable)

(3) AMOUNT ( B ) IN ₹.

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

(4) WRITE TOTAL TENDER AMOUNT IN WORDS - ₹

Dated Signature Of Contractor ADD. CITY ENGINEER

With Seal EAST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPPARTMENT

Name Addition-Alteration in Drainage line network and nibhada Stone Paving & other related

of work at vira naththu ni chali,Naran Khrishti bunglos ans different chawls and other

Work :- places in Old Gomtipur Area of Gomtipur ward in EAST ZONE of AMC. (A.R.C.)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

1 Excavation for pipe line trenches for water supply,

sewerage lne, manhole etc. all with shoring and

struting 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

(GWSSB SOR 2022-23 Item No 1 Page 32)

a Upto 1.50 mt depth 150.00 89.00 Cmt

b 1.5 mt to 3 mt depth 40.00 98.00 Cmt

c 3.00 mt to 4.50 mt depth 1.00 103.00 Cmt

d 4.50 mt to 6.00 mt depth 1.00 109.00 Cmt

2 Extra rate over item of excavation of earth for

excavation of asphalt pavement/RCC of thickness up

to 0.20 meter including demolishing the asphalt

carpet,metal,soiling /cutting reinforcement etc.comp.

with stacking the material as directed.

(AMC approved SOR Rate Jan-2016)

a up to 0.20 meter thickness (By Manual) 150.00 71.10 Smt

b Up to 0.30 meter (By any type of Breaker Machine or

R.C.C.Cutter machine including cost of operator, fuel, 20.00 177.76 Smt

& transportation etc complete.

c 0.30 meter & above (By any type of Breaker Machine

or R.C.C.Cutter machine including cost of operator, 20.00 311.08 Smt

fuel, & transportation etc complete.

3 Refilling the pipeline trencheds incl. ramming,

watering, consolodating desposal of surplus stuff as

directed within a radius of 3 km.

(GWSSB SOR 2022-23 Item No. 14, Page 40)

a Refilling as directed 20.00 22.00 Cmt

b *-do-with selected soil brought from outside incl. all

4 Conveyance charge of earth,lime,murrum, building

rubbish,manual garbage,sludge ,excavated rock,fly

ash, aggregate of any kind etc. comp. up to 5 Km. lead

(R&B SOR 23-24, P-6 - Item code- 030201A1) 150.00 326.73 Cmt

Quantity Shoud not be more then the quantity

equal to excavation minus back filling. (No bulkage)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

5 Providing and supplying ISI marked only standard

length Stoneware pipes in standard lengths of

following class and diameter including all

taxes,insurance, transportiton, freight charges, octroi, -

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete (IS - 651 -

1989) Class AA (GWSSB SOR 2022-23 Item No. 11.2,

6 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 stone to site of work, Jointing

material etc.comp.

(GWSSB SOR 2022-23 Item No 14 Page 40)

7 R.C.C.Pipe Horizontal Cast

Providing and supplying ISI Standard RCC pipes (of

sulphate resisting Cement )in standard lengths of

following class and diameter suitable for rubber ring

joints (socket and spigot) including all taxes,

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete.

Note: One collar should be supplied with each full

length plain ended RCC pipe, cost included in rates

below. One rubber ring should be supplied with each

full length socketed pipe, cost included in rates below.

Class NP3 Test pressure 0.7 Kg/Sq.Cm

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

a 300 mm dia 100.00 755.00 Rmt

b 450 mm dia 1.00 1,361.00 Rmt

8 Lowering, laying and jointing R.C.C. pipes in C.M.1:1

1/2 of following diameters in proper position , grade

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

charge including conveyance from stone to site of

work, labour giving hydraulic testing as per ISI code.

NP3 (GWSSB SOR 2022-23 Item No. 11 B, Page 39)

a 300 mm dia 100.00 119.00 Rmt

b 450 mm dia 1.00 171.00 Rmt

c 500 mm dia 0.00 189.00 Rmt -

d 600 mm dia 0.00 228.00 Rmt -

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

9 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.

(AMC approved SOR Rate Jan-2016)

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

0.90meter for pipe dia <=150 mm.

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 <=20 mm

10 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

mm thick cement plaster inside & outside (Only for

shaft) In Cm 1:3, Finishing With Cement Slurry, P/F

Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C At

Cm Staggered Masonary In Cm 1:5, Rcc Slab In -

Cc1:1.5:3 of thickness 15 C.M.,Including Cantering &

Reinforcement (Single jalli at 15 C.M. c/c bothway

mm dia.)But Excluding The Cost Of Manhole Seat

Cover Etc..Completed Of Size 0.75 X 1.00 Meter

(Inside Clear, M.H. length should be parallel to the

(AMC approved SOR Rate Jan-2016)

a 1.00 to 2.00 meter depth, (Slab at Ground level) (for

pipe dia <=230 mm)

b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt.

From G.L.) (for pipe dia <=300 mm)

11 Rate reduction over item of Constructing Slab Type

M.H. Chamber of size 1.00 x 0.75 mt for constructing

slab @ depth more than 0.60 mt below Ground Level 0.00 460.71 DM -

(Max. 3 unit of DM should be reduced in this item)

(AMC approved SOR Rate Jan-2016)

12 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

(AMC approved SOR Rate Jan-2016)

a 1.00 to 2.00 meter depth, (Slab at Ground level) 5.00 10,177.68 No.

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

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

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

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

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

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

Chamber of following size for constructing M.H.

Chamber, per 1.00 Decimetre of additional depth or -

part thereof. etc. complete. Of size 1.00 x 1.40 mt.

(inside clear) and Depth from

(AMC approved SOR Rate Jan-2016)

a 4.00 to 5.00 meter depth, 1.00 521.43 DM

b 6.00 to 7.00 meter Depth 0.00 536.61 DM -

c 8.00 to 9.00 meter Depth 0.00 551.79 DM -

d 9.00 to 10.00 meter Depth 0.00 564.29 DM -

14 Rate reduction over item of Constructing Slab Type

M.H. Chamber of size 1.00 x 1.40 mt for constructing

slab @ depth more than 0.60 mt for ( MH 2 to 3 mt

depth) and 1.0 mt for (MH above 3.0 mt depth) below 2.00 586.61 DM

Ground Level (Max. 5 unit of DM should be reduced in

(AMC approved SOR Rate Jan-2016)

15 Dismantling of existing Arch type manhole up to Arch

and then Const. Slab type manhole of following size

incl. excavation, refilling and & finished 15 mm thick

cement plaster inside in CM 1:3, P/F 4 mm dia

M.S.Steel HDPE coated steps 35 cm c/c at 35 cm

staggered in masonry CM 1:5, incl. cost of RCC Slab in -

CC 1:1.5:3, including Cantering & reinforcement as

directed by engineer in charge. Rate includes carting

of debris and excavated soil.

(AMC approved SOR Rate Jan-2016)

a 1.00 x 0.75 mt (inside clear) RCC Slab of thickness

C.M& reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

b 1.00 x 0.75 mt (inside clear) RCC Slab of thickness

C.M& reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.) From 2 to 3 mt depth (Slab at

below 1.00 mt. From G.L.)

c 1.40 x 1.00 mt (inside clear) RCC Slab of thickness

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

bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

d 1.40 x 1.00 mt (inside clear) RCC Slab of thickness

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

bothway 10 mm dia.) From 2 to 3 mt depth (Slab at

below 1.00 mt. From G.L.)

e 1.40 x 1.00 mt (inside clear) RCC Slab of thickness

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

bothway 10 mm dia.) From 3 to 4 mt depth (Slab at

below 1.00 mt. From G.L.)

16 Provdg. & laying S.W. Gully trap with brick

masonry chamber & water tight G.T.Stone including

fixing of cover Square mouth trap 100 mm x100 mm 10.00 1,279.40 No.

(R&B SOR 23-24, P-173 - Item code- 24006AA)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

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

incl. Dewatering and other required machinery etc. of

following dia pipes at any convenient time. All -

damaged work shall be well repaired as per

instructions. etc..complete.

(AMC approved SOR Rate Jan-2016)

c 700 mm to 900 mm dia 1.00 3,125.00 No.

18 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. No payment for M.H. work will be made

until pipe is not cut completely in all respect.

(AMC approved SOR Rate Jan-2016)

c 700 mm to 900 mm dia 1.00 2008.93 No.

19 Providing Kachha of Pakka Dummy in the following

dia pipes and removing the same after completion

of the connection work as directed. -

(AMC approved SOR Rate Jan-2016)

a 100 mm to 300 mm dia. 30.00 199.11 No.

b 350 mm to 600 mm dia 1.00 302.68 No.

c 650 mm to 900 mm dia 1.00 642.86 No.

20 Levelling or orientation of existing gully trap chamber

incl. Nece. masonry in CM 1:6 and plaster in CM 1:3

etc. using old G.T.stone and cover etc. comp. 5.00 71.43 No.

(AMC approved SOR Rate Jan-2016)

21 Repairing damaged I.C./ Raising 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 chamber sheet cover, removing 10.00 401.79 No.

the debris from chamber and carting the same as

(AMC approved SOR Rate Jan-2016)

22 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) 15.00 732.14 No.

b up to 0.35mt. (@ Four Coarse) 15.00 1,160.71 No.

c up to 0.65 mt. (@ Seven Coarse) 15.00 1,794.64 No.

d up to 0.90 mt. (@ Ten Coarse ) 5.00 2,160.71 No.

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

23 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 Laying of concrete

made form Master Emaco 5 346 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)

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

work site etc. comp. Directed. -

(AMC approved Rate Central Store 2023)

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 clear opening, outer size- 888x888x175 10.00 2843.00 No.

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 mm clear opening size 890 x 890 x 120 mm.

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

thick 10 M.T. load design and frame size 560 mm

clear opening outer size 780 x 780 x 120 mm

d FRC medium duty Chamber seat cover (FRC) cover

x 556 x 50 mm rectangular cover frame size 600 x

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

e FRC light duty Chamber seat cover (FRC) cover

with rectangular frame (LD-2.5) Cover & Frame - 600 5.00 1631.00 No.

x 450mm clear opening,

25 Carting and Fixing M.H. Chamber or Catchpite Seat

and Cover in line and level to match exisisting road

level in CC 1:2:4 and finishing smooth, watering and

protecting for 7 days etc. complete as directed. M.H. 5.00 750.00 No.

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

(AMC approved SOR Rate Jan-2016)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

26 Providing Dead Cantering 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 2.00 312.50 Smt

for dead centring as per standard engg. practice etc.

comp. as directed.

(AMC approved SOR Rate Jan-2016)

27 Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris

from trench back filling etc. comp. as directed by

a Mazdoor at day /Night

(R&B SOR 23-24, P-39 - Item code- 1065 L037)

b Makadam/ supervision at day / Night

(R&B SOR 23-24, P-39 - Item code- 1058 L029)

28 Brick work using common burnt clay building bricks

having crushing strength notless than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5 (1- 1.00 4,011.66 Cmt

Cement :5-fine sand) (B) Conventional

(R&B SOR 23-24, P-70 - Item code- 06001BA 6.12)

29 Providing 15 mm thick cement plaster in single coat

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

interior plastering upto floor two level and finished 1.00 174.83 Smt

even and smooth in (i) Cement mortar 1:3 (1-

(R&B SOR 23-24, P-129 - Item code- 17002A 17.6)

30 Supplying cutting, bending, binding and placing in

position steel as per plan and design and as per IS

2502 including cost of steel and binding wire for

reservoirs/ structuresonly including lift up to 6 meter -

height or depth below GL for all diameters.

(GWSSB SOR 2022-23 Item No. 9, Page 45)

a TMT bars Fe-415 grade for all diameters 0.05 73,208.00 MT

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

Cement : 2- Coarse sand : 4- graded stone aggregates

20 mm nominal size) and curing complete excluding

cost of formwork in (A) Foundation and Plinth 1.00 3,661.30 Cmt

(R&B SOR 23-24, P-53 - Item code- 05010AA 5.3.13)

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

Cement : 5-Coarse sand : 10-hand broken stone

aggregates 40 mm nominal size) and curing complete 1.00 2,492.51 Cmt

excluding cost of formwork in (A) Foundation and

(R&B SOR 23-24 P-52 - Item code- 05006A 5.3.4)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

33 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 50.00 80.36 Rmt

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) (AMC approved SOR Rate Jan-

Providing and operation dewatering Pump including

fuel charges & operator Charges etc. as directed etc.

comp. (Shift for Eight Hour) (For Each Pump Set, No 15.00 600.00 Shift

payment should be allowed for non working condition

(AMC approved SOR Rate Jan-2016)

35 Hiring and operating Mud Pumps incl. Cost of fuel and

operator including the cost of to and fro

transportation, laying of the delivery hoses as

required, lowering and lifting the pumps as and when 50.00 18.32 H.P/Hr

required etc. complete. Set Do As Directed. (No

payment should be allowed for non working

condition of machinery )

(GWSSB SOR 2022-23 Item No 1 Page 104)

36 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. 2.00 2,800.00 Shift

(No payment should be allowed for non working

condition of machinery )

(AMC approved SOR Rate Jan-2016)

37 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 and operating charges and stacking of Hour

useful & non-useful materials separately up to store. 40.00 711.86

(No payment should be allowed for non working

condition of machinery and for pipe line excavation

and laying work)

(Ahmedabad city building SOR 2023-24)

38 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 Hour

includes all nece. shifting, fuel and operating charges . 1.00 2,000.00

(No payment should be allowed for non working

condition of machinery )

(AMC approved SOR Rate Jan-2016)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

39 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 Hour

includes all nece. shifting, fuel and operating charges. 1.00 2,700.00

(No payment should be allowed for non working

condition of machinery )

(AMC approved SOR Rate Jan-2016)

40 Providing & Supplying hydra carne Machine of 12 tone

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 Per 8 hr

includes all nece. shifting, fuel and operating charges . 0.00 3,334.49 -

(No payment should be allowed for non working

condition of machinery)

(GWSSB SOR 2022-23 Item No. 7, Page 105)

41 Supplying electric breaker machine for RCC slab or

asphalt demolishing work on site by using operator,

fuel, power supply etc.complete as directed. (no

payment should be allowed for non working condition 5.00 1,200.00 Shift

of machinery and for pipe line excavation and M.H.

work. Allowed only for break down work)

(AMC approved SOR Rate Jan-2016)

42 Supplying Pneumatic Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator,

fuel, power Supply etc. Complete as Directed. (No

payment should be allowed for non working condition Hour

of machinery and for pipe line excavation and M.H.

work. Allowed only for break down work)

(AMC approved SOR Rate Jan-2016)

43 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 5.00 1,661.02 Day

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

( Ahmedabad City Building SOR 2023-24)

44 Hiring of Three wheeler carrier (Chakado/Rixa)

considering 10 Hrs. as working day hours incl.Driver

(GWSSB SOR 2022-23 Item No. 7, Page 105)

Sr.No. DESCRIPTION QTY. RATE PER AMOUNT

45 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 3.00 3,125.00 No.

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

out jali etc. comp. as directed. (AMC approved SOR

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

600mm x 600mm clear opening etc. comp. As directed

by engineer in charge. (AMC approved Rate Central

47 Labour work for fixing any kind of paving with

cement pointing in CM 1:2, including watering,

ramming etc comp. as dir. For pavement (I) Laying

on Sand bedding as per requirement to fix the 115.00 69.64 Smt

C.C.Block / Nibhada Stone in Line & Level (AMC

approved SOR Rate Jan-2016)

48 Supplying and fixing Nimbhada ladi 37 to 50 mm thick

for walk-way, covering the activity of excavation,

ramming, Laying on sand bedding as per requirement

to fix the Nibhada Stone in Line & Level with cement 115.00 236.61 Smt

pointing in cement mortar 1:2 etc complete as

directed. (AMC approved SOR Rate Jan-2016)

49 P/L brickbats sand concrete (1:2) of one part of sand

and two part of old brickbats including spreading,

laying, ramming, watering and consolidation etc 11.00 312.50 Cmt

complete as directed.

(AMC approved SOR Rate Jan-2016)