Reparing Breckdown MH of Strom water drainage line and Drainage line In Ghuma area SWZ. (ARC)

4 Estimated Cost put to tender Rs.9,98,750.00

5 Earnest Money Deposit Rs.9988.00Demand Draft, Pay order, or Cheque Bank Guarantee (As

per finanance circular No 12/ Dt.22/07/2019) in favour of Municipal

Commissioner, Ahmedabad) To be submitted as prescribed below.

Demand Draft or Bank Guarantee shall be from Nationalized Bank

and valid for 120 days.

6 (A) Security Deposit: 5% of Tender Amount

(B) Retention 2% of the value of work done will be deducted from each RA bill. It

will be released along with release of payment of Final Bill.

7 Tender fees Rs.900/- Demand Draft / Pay order in favour of Municipal

(Non refundable) Commissioner, Ahmedabad)

8 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

Tender Fees Tender as described in the invitation of tender and submitted to

Assistant Manager (South West zone), second floor of late tushar

deshmukh bhavan near Shelby hospital, opp. karnavati club, s.g.

highway, jodhpur, Amdavad.

9 Tenders issue date Tenders from the website http://ahmedabadcity.gov.in shall be down

10 Last date of receivingTenders. Dt. 29/06/2026 up to 18:00hrs The tenders received after this date

and time will not be entertained under any circumstances.

11 Date of Opening Dt. 30/06/2026 at 17:00 hrs to Assistant Manager ,second floor of

late tushar deshmukh bhavan near Shelby hospital, opp. karnavati

club, s.g. highway, jodhpur, Amdavad

12 Mode of sending the Tender Document shall be submitted in sealed envelope systems By RPAD/

Documents Speed post/ Hand Delivery/ Courier in sealed covers as described in

submission of the tender.

13 Terms, Condition, & Specification All general condition of contract of Form B1 condition of contract

shall be applicable.

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all the tenders without assigning any reasons thereof.

Contractor's Signature

Addl. City Engineer

& Stamp (South West Zone)

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Sr. Department Category Problem SLA Penalty per

1 Engineering Water>>Engineering Inadequate water or low inflow 240

pressure - Eng Hours

2 Engineering Water>>Engineering Leakage In Pipe Line - Eng 48

3 Engineering Water>>Engineering Water quality-Polluted water - 24

4 Engineering Water>>Engineering No Water - Eng 240

5 Engineering Drainage>>Engineering Drain Blockage or Choking on 48

TP road - Eng Hours

6 Engineering Drainage>>Engineering Overflowing of main line and 48

distribution line on road - Eng Hours

7 Engineering Drainage>>Engineering No Drainage Manhole cover - 24

8 Engineering Drainage>>Engineering Frequent Breakdown & Blockage 96

of Drain - Eng Hours

9 Engineering Road Pot holes on the Road 24

10 Engineering Road Patch work Relaying of a portion 72

11 Engineering Road Deep Pit - Large settlement of 48

12 Engineering Road Removal of waste-Dust Lying on 72

both side of the road after re Hours

13 Engineering Footpath Footpath Repairing Required 168

14 Engineering Public Building No Water Supply In A Public 24

15 Engineering Public Building Public Toilets and Urinals - 360

Repairing of Doors, Windows, Hours

Tiles or Sheets

16 Engineering Public Building Other Maintenance 168

17 Engineering Drainage>>Engineering Contractor Had not disposed off 48

the Manhole Silt Properly - Eng Hours

18 Engineering Drainage>>Engineering Raising the Manhole Cover & 168

Catch Pit Up To the Road Level - Hours

19 Engineering Drainage>>Engineering Lowering the Manhole cover & 168

Catch pit - Eng Hours

20 Engineering Drainage>>Engineering Public Toilets and Urinals - 72

Drainage Line Blockage or Hours

21 Engineering Drainage>>Engineering Public Toilets and Urinals - 168

Drainage Line Breakage Hours

22 Engineering Water>>Engineering Public Toilets and Urinals - Non- 168

Availability of Water/Cleaning of Hours

Water Tank/Broken Tank Cover

Addl. City Engineer

Contractor's Signature

& Stamp (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central Govt.

2. Contractor shall register the work to labour commissioner as per labour act.

3. Contractor shall not sub-let the work without permission of the authority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at different sites simultaneously. Contractor's

having labour force available during festivals shall only apply. Contractor can not stop the work due to non availabilityof labour force. In case

progress is delayed, contractor shall be penalized 0.10% of Tender amount per day for work done after time limit, maximum up to

10% for remaining value of work.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate bills of

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then contractor shall not claim for any extra rate for non

execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved" by the Engineer-in-charge.

12. 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 in force on the date of agreement.

13. In "Mode of Measurement" in the specifications 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.

14. 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.

18. The distance, which constitutes lead, shall be determined along the shortest practical route and not necessarily the route actually taken.

The decision of the Engineer-in-charge in this regard shall be taken as final.

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,specifications

shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of work is in the form of a designation containing

the number of the specification of the material and prefix 'M' e.g. 'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve the contractor from the responsibility of

replacing defective material brought on site or materials used in the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner. Materials shall be stone at site of work in a systematic

manner. Materials shall be stored in such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-ensure the

preservation of their quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the site of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient numbers and in good working condition on the site

26. All works shall be carried out in workmanlike manners per the best techniques for the particular item.

27. All tools, templates, machinery and equipment for correct execution of the work as well as for checking lines, levels, alignment of the works

during execution shall be kept in sufficient numbers and in good working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or over loading of the various components of the

structure during execution or after completion of the structure.

29. All necessary safety measures and precaution (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.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one percent towards testing charges is separately

31. The tenderer is required to check the web site for Addendum if any, before 48hours of tender submission date and time. The tenderer who

quotes the tenderwithout attaching the addendum will be rejected.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days (120) from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall furnish to the Corporation Security Deposit of

5% (three percent) of the contract price cheque or Bank Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks

Contractor's Signature Addl. City Engineer

& Stamp (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 Month after the order to start the works. Progress of work should be in proportion to time limit.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The contractor shall arrange for barricading at night and

arrangement of Pagi at night to direct the traffic. He shall be responsible for any damage to public. If any incident happen, during the execution of work.

In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final. The contractor shall have to give site clean of all

rubbish during the work and at the time of completion of work and hand over the site with final finishing of the work as directed. All the rejected materials

shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart daily from site.

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.C.E. as

per the rate analysis based on latest SOR or if item is not available in SOR than based on current market rates. In case of extra item decision of Add.City

Engg.shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the propose work the contractor shall carry out the same at his

quoted rates without charges any extra and the contractor will have to carry out the works and he will be paid at the rate quoted by him. No claim for extra

rate for subsequent changes in site and design is entertained.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will be fully responsible for compliance of the various

provisions under contract Act. 1970 and the Rules framed the to under.

The tender for the work shall remain open for a period (120) days from the date of opening of the tenders for this work and that the tenderer shall not be

allowed to withdraw on modify the offer on his own during the period. If any tenderer withdraw or makes any modifications or addition in the terms and

conditions of his tender not acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to any right or remedy be at liberty to

forfeit in full the said earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the work the penalty of Rs.- ( As per Form - B1) per day of delay

shall be recovered from the immediate bills payable to the contractor. Contractor has to make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand draft or in cash.

iv) Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form B1 can be is available in website. Specification

shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building Works & and Road Works Specifications published by Gujarat Book Depot, Sector-

21. Gandhinagar.

Contractor's Signature Addl. City Engineer

& Stamp (South West Zone)

bu.Bgwrl.frb§h©e, ybœtJtœ Bgwrl. ftuvtuhuNllt mhfgwjh lk.-81, <t.26.02.2015 bwsc <btb «fthle fLmx[fNlle yufxeJexebtk

bwÏg ftuLx[tfxh, mc-ftuLx[tfxhlt su bswhtu ftbdehe fh<t ntug <u <btb bswhtulwk dwsht< rcÕzekd yuLz y^h fLmx[fNl Jfombtk hSMx[uNl fhtJJwk

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN no.)

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

PERCENTAGE RATE TENDER AND CONTRACT FOR WORKSADDITIONAL INSTRUCTIONS TO PERSONS TENDERING

1. Competency of Tendered: No contract will be awarded except to responsible bidder capable for performing the class of work completed. Before the

award of the contract, any bidder may be required to show that he has the necessary facilities, experience, ability and financial resources to perform

the work in satisfactory manner within the time stipulated. Contractor may be required to furnish the department with the statement as to their

experience and their financial status.

2. Tenderer will be deemed to have inspected the site and to have satisfied himself as to the nature of all works, all existing roads water - way and

other means of communication and access to and from the site of work and the building that may be required for temporary purpose in connection

with the construction, completion and maintenance fo the works and must make his own enquiries as to work yard, sites, depot and dumps and as

to the acquisition of such additional sites and areas as may be necessary for temporary purpose for constructing, completing and maintaining the

3. Payment: - The tenderer must understand clearly the rates quoted are for completed works and include all cost due to labour, scaffolding plant,

supervision, service work, power, royalties and octroi etc. and include all extras to cover the cost of night work if an when required. No claim for additional

payment beyond the prices or rates quoted will be entertained and the tender will not be entitled subsequently to make may claim on the ground of

misrepresentation or on the ground that he was supplied with information given by any person (whether the member is the employee of Engineering

Department of Corporation or not). Any failure on his part to obtain all necessary information for the purpose of making his tender and filling the several

prices and rates therein shall not relieve him from any risks or liabilities arising out o, or consequent upon the submission of the tender.

4. Tender Forms: - the tenderer must fill up every blank in the form of tender and in the schedule and he must return the documents sent here with.

5. Erasures: - Persons tendering are informed that no erasures of alternations by them in the text of the documents sent herewith will be allowed and any

such erasures or alternations will be disregarded. If there is any error in writing no over-writing should be done, the wrong words or a figure should be

struck out and the correct one written above or near it in unambiguous way, each correction should be initialed.

CONTRACTORS TO PLEASE READ THIS CAREFULLY

1. The rate for items must be given in words and figures. Amount of each item mustalso be entered in columns and the tenderer must strike out grand total

1. The rate for items must be given in words and figures. Amount of each item mustalso be entered in columns and the tenderer must strike out grand total

2. If the tender is taken in favour of the company, a power of attorney in favour ofthe person who may have signed the tender for the company must

accompany thetender.

3. Solvency Certificate of a Bank or a Revenue Officer of an amount upto 20% ofthe tendered cost plus the amount of works on hand still to be executed will

haveto be reduced by the Contractor.

4. Challan for earnest money must accompany the tender. Tenderer may pay earnestmoney in the form of CROSSED Demand Draft in favour of the

MunicipalCommissioner of Municipal Corporation, Ahmedabad. Earnest money in cash or by cheque shall not be accepted.

5. The Contractor shall have to furnish Income Tax Clearance Certificate beforetender is accepted and intimate assessment number and ward under which

6. Copies of certificate as regards previous experience if any must accompany thetender.

7. Declaration showing all works on hand with the Contractor and the value ofworks that remain to be executed in each case must accompany tender.

8. All pages should be initial.

9. The Contractor should initial all corrections, erasures and over writing.

10. Discrepancies and Adjustment of Errors: Any error in quantity or amount in schedule 'B' showing items of works to be carried out shall be adjusted in

accordance with the following rules :

(a) In the event of a discrepancy between description in words and figures quotedby a tenderer in the 'rates' column, the description in words shall

(b) In the event of an error occurring in the 'amount' column of the schedule'B' showing items of work, as a result of wrong multiplication of the unit- rate

andquantity, the units - rate shall be regarded as firm and multiplication shallbe amended on the basis of the rates.

(c) All errors in totaling in amount column and in carry forward totals shall be corrected.

(d) Any rounding off of amounts against 'items' or 'totals' shall be ignored.

11. (i) It any please be noted that tender will be considered as invalid especially, ifthe requirements as per instruction. No. 1 to 10 above is not complied with

beforesubmitting the tender. Also please read carefully the face-sheet and General Rulesand Directions for the guidance of Contractors of this form.

(ii) Right is reserved to reject any or all tender (s) without assigning any reason(s)thereof.

10A. The tender will be liable to be rejected out tight if the tenderer has filed intender documents by ball pen instead in ink.

11. In addition to the above the tender will also be liable to be rejected outright if

(i) The tenderer proposes any alternation in the works specified or in the time allowedfor carrying the work or any condition or correction made in any

code or mode ofschedule 'B' or specifications.

(ii) Any of the page / pages of the tender is / are removed or replaced.

(iii) The tenderer does not initial all corrections, additions or pasted slips.

(iv) He makes any erasure in the tender. And

(v) The tenderer or in the case of a firm, each partner or the person holding thepower of attorney there of does not sign or the signatures is / are not

attested bya witness the tender in the space provided for the purpose.

12. A certificate of registration as approved Contractor should be attached with the tender.

12A. In respect of the tenders from the Co-operative Society, a solvency,certificate of an amount equal to 20% of the amount of the work put to

tenderwill have to be produced along with the tender or a certificate regarding theborrowing capacity of the society issued by the Legal Assistant,

DirectorateCottage industries will have to be produced along with the tender.

13. (1) The several documents forming the contract are the essential parts of the contract a requirement occurring in one is as binding as though occurring in

all they are intended to be mutually explanatory and complementary and to described and provide for a complete work.

(2) In the event of any discrepancy, the several documents forming the contract or in any one document the following order or precedence should apply:

(a) Dimension and quantities: -

(i) Schedule 'B' of the tender form.

(ii) Specification.

On drawing, figured, dimensions, unless obviously, incorrect will be followed in

preference to scaled dimension.

(b) Description:

(i) Schedule 'B' of the tender form.

(ii) Specifications.

In case of defective description or ambiguity, the Engineer-in-Charge shouldissue further instructions directing in what manner the work is to be carried

out, itbeing understood that the best modern practice is to be followed. TheContractor should forthwith comply with such instructions.

14. The Contractor should take no advantage of any apparent error or omission in drawings or specifications and the Engineer-in-Charge shall make such

corrections and interpretations as necessary to fulfill the intent of the plants and specification.

Contractor's Signature Addl. City Engineer

& Stamp (South West Zone)

Name of work:- Reparing Breckdown MH of Strom water drainage line and Drainage line In Ghuma area SWZ. (ARC)

DECLARATION FORM

1. I/We hereby declare that I/We have visited the and fully acquainted myself /ourselves with the local 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,specification and other tender documents of this work

and agree to executethe same accordingly.

Signature of the Contractor

GENERAL RULES AND DIRECTION FOR THE GUIDANCE OFCONTRACTORS:

1. All works proposed to be executed by contract shall be notified in a form ofinvitation to tender pasted on a board hung up in the Addl.

City Engineer and signed bythe Addl. City Engineer.This form will state the work to be carried out, as well as the date for submittingand

opening tenders and the time allowed for carrying out the work, alsothe amount of earnest money to be deposited with the tender and

the amountof the security deposit to be paid by the successful tenderer and the percentage, ifany, to be ducted form bills, it will also

state whether a refund of quarry fees,royalties, octroi dues and ground-rent will he granted, copies of thespecifications designs and

drawings and estimated rates, scheduled rates andany other documents required in connection with also be open for inspectionby

Contractors at the office of the Addl. City Engineer during office hours.Where the works are proposed to be executed according to

thespecifications recommended by a Contractor and approved by a competentauthority on behalf of the Municipal Corporation such

specification with designsand drawings shall form part of the accepted tender.

2. In the event of the tender being submitted by a firm, it must be signed on hisbehalf by a person holding a power-of-attorney authorising

3. Receipts for payments made on account of any work, when executed by firm,shall also be signed by all the partners, except where the

Contractors are describedin their tender as a firm, in which case the receipt shall be signed in the name ofthe firm by one of the

partners or by some other person having authority to giveeffectual receipt for the firm.

4. Any person who submits a tender, shall fill up the usual printed form includingthe 'column' total according to estimated quantities,

stating at what rate heis willing to undertake each item of the work, Tenders which purpose anyalteration in the works specified in the

said form of invitation to tender or inthe time allowed for carrying out the work or which contain any otherconditions of any sort, will

liable to rejection.No single tender include more than one work, but Contractors who wish totender for two or more works, shall submit a

separate tender for each. Tenders. shall have the name and the number of the work (to which they refer) writtenoutside the envelope.

5. The Addl. City Engineer or his duly authorized Assistant shall open tenders in thepresence of any intending Contractors who have

submitted tenders or theirrepresentatives who may be present at the time and he will enter the amountsof the several tenders in a

comparative statement in a suitable form. In the eventof a tender being accepted, the Contractor, shall thereupon for thepurpose of

identification, sign copies of the specifications and other documentsmentioned in this tender in the event of a tender being accepted the

contractor,shall thereupon for the purpose of indification, sign copies of thespecifications and other documents mentioned in this tender

in the event of atender being rejected, the Municipal Commissioner shall authorise the officerconcerned to refund the amount of the

earnest money deposited to theContractor making the tender on his giving a receipt for the return of the money.

6. The officer competent the dispose of the tenders shall have the right ofrejecting all or any of the tenders.

7. No receipt for any payment alleged to have been made by a Contractor in regardto any matter relating to this tender or the contract

shall be valid and bindingon Municipal Corporation unless it is signed by the Addl. City Engineer.

8. The memorandum of work to be tendered for any schedule of materials tothe supplied by the Municipal Corporation and their rates

shall be filled inand completed by the office of the Addl. City Engineer before the tender form is issued.If a form issued to an intending

tenders has not been so filled in andcompleted, he shall request the said office to have this done before he completesand delivers his

9. All works shall be measured not be standard measure and according to the rulesand customs of the Municipal Corporation without

reference to any local custom.

10. Under no circumstances shall any Contractor be entitled to claim enhanced ratesfor any item in this contract.

11. Every Contractor shall, unless exempted in writing by the Addl. City Engineer concerned, produce along with this tender, a solvency

certificate of his financialstability from the collector of the District within which he resides or a Bank's hiscertificate. If he fails to produce

such a certificate his tender will not beconsidered.

12. All corrections and additions or pasted slips should be initialed.

13. All measurement of work will be taken according to the usual method in use inthe Municipal Corporation and as per I.S. code for

general practice and noproposals to adopt alternative methods will be accepted. The Addl. City Engineer'sdecision as to what is 'the

usual method in use in the Municipal Corporation' willbe final.

14. The Contractor shall have to attach to his tender, Income-Tax Clearancecertificate to be obtained from the Income-Tax Officer.

15. The Contractor will have to construct a shed for a storing controlled and valuablematerials issued to him under schedule A' of the

agreement at work-site havingdouble locking arrangement. The materials will then be taken for use in thepresence of the Departmental

person. No. Material will be allowed to be removedform the site of work.

16. No foreign exchange will be released by the Department for the purpose of plantand machinery required for the execution of the work

contracted for.

17. Controlled materials (Essentially Certificate)

(i) As regards controlled materials, the MunicipalCorporation will help toarrange for the permit as far as possible and help the

Contractor insecuring the same. All incidental charges met with in procuringthese materials shall be borne by the Contractor

himself. Though theMunicipal Corporation will help to arrange for the permit as far aspossible and help the Contractor in

obtaining materials, it shall notaccept any responsibility for any delay or loss on account of delaycaused to the contractor while

obtaining the same.

(ii) The contractor shall submit to.Addl. City Engineer on close of everycalendar month, the monthly returns in the prescribed forms

as to thereceipts and actual use of the controlled materials during the month.

(iii) The Contractor shall permit the Addl. City Engineer or his representativesto inspect the stock of the controlled materials stored

by him at anytime whenever the Addl. City Engineer or his representative(s) so desier(s).

18. The tender for the work shall remain open for a period of (120 days) from thedate of opening of the tenders for this work and the

tenderer shall not beallowed to withdraw of modify the offer on his own during this period. Ifany tenderer withdraws or marks any

modifications or additions in the termsand conditions of his tender, not acceptable to the MunicipalCorporation, then Municipal

Corporation shall, without prejudice to any rightor remedy, be at liberty to forfeit in full the said earnest money.

19. The Contractor shall employ only such labour that shall produce a validcertificate of having been vaccinated against small - pox within a

period of lastthree years.

TENDER FOR WORKS.

I/We hereby tender for the execution forthe * In Figures as well in words.

Municipal Corporation of Ahmedabad(herein

before and herein after referred toas

'Corporation') of the work specified inthe under

written memorandum within thetime specified in

such memorandum at *

…………………………………... Percent below /

above the estimated rates specifiedschedule 'B'

(memorandum showing itemof works to be

carried out) and inaccordance in all respects with

thespecifications, designs, drawings

andinstructions in writing referred to in thistender

and in Clause 13 of the annexedconditions of

contract and agree thatwhen materials for the

work are providedby Corporation, such materials

and therates to be paid for them shall be

asprovided in schedule 'A' hereto.

(a) General Description. Reparing Breckdown MH of (a) If several sub works are included theshould be

Strom water drainage line and Drainage line In detailed in a separate list. Theamount of earnest

Ghuma area SWZ. (ARC) money to bedeposited shall be in accordance

withinstruction no.

(b) Estimate Cost: Rs. Rs.9,98,750.00

(c) Earnest Money: 1% of the estimatedamount of

tendered work. Rs.

(D) SECURITY DEPOSIT

(i) 5% of the contract value cost paid in cash if the contract value is less than Rs. 5000/-

(ii) (a) 1% of the estimated cost paid as earnest money along with the tender.

(b) Security Deposit is equal to 5% of the sectioned tender cost in form DD or BankGuarantee.

(iii) Bank Guarantee from a Nationalized Bank or Bank approved by the MunicipalCorporation for an amount equal to 5% of sectioned

Note – 1. All work shall be carried out as per Public Works Department Handbook andother specifications of Ahmedabad Municipal Corporation

or as directed.

Note – 2. Rates quoted include clearance of site (prior of commencement of work and atits close) in all respects and hold good for work under

all condition, site moisture weather etc

Contractor's Signature Addl. City Engineer

& Stamp (South West Zone)

SPECIFICATIONSOFMATERIALS–CIVIL

Thissectiongivesdetailspecificationsformainlyusedmaterials,forothermaterialsreferBuilding Specifications.

FormaterialsrelevantspecificationofBuildingSpecificationshallapply.

TECHNICALSPECIFICATIONS

NAME OF THE WORK:- Providing & Laying Drainage Line & Constructing Machinehole And

Maintanance Of Drainage Line Related Work In Ghuma Area SWZ.

1Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with

shoringandstrutingifrequiredasperrequiredgradientandlineincluding 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.

aIn allsortsofsoiland soft murrum

Upto1.50mtdepth

1.50mtto3.00mtdepth

3.00mtto4.50mtdepth

4.50mtto6.00mtdepth

6.00mtto7.50mtdepth

Iteamno 2Extrarateoveritemofexcavationofearthforexcavationofasphalt pavement / RCC of thickness up

to 0.20 meter including demolishing the asphalt carpet, metal,s oiling/cutting

Reinforcement etc.comp. with stacking the material as directed.

a upto0.20meterthickness(ByManual)

b 0.20 to 0.30 meter (By any type ofBreaker Machine or R.C.C.Cutter machine

including cost of operator, fuel, & transportation etc complete.

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

R.C.C.Cuttermachineincluding cost of operator, fuel, & transportation etc

Iteamno3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer by

ramming and watering

Iteamno4 CONVEYANCECHARGES-FORDIFFERENTTYPESOFMATERIALS

(A)limemurrumbuildingrubbishearthmanureorsludge&execavatedrock and rubbish [Lime

murrum building rubbish]

a a)Leadupto1Km.

b b)LeadFrom1Kmto2Km.

c c)LeadFrom2Kmto3Km.

d d)LeadFrom3Kmto4Km.

e e)LeadFrom4Kmto5Km.

Iteamno5 Providing andsupplying ISImarked onlyStandard 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.

Iteamno6 Lowering,layingandjointingStonewareoffollowingdiametersinwith CM 1:1paraption in

proper position, grade and alingnment at all level as directedbyEngineer-in-charge

including conveyance from stores to site of work,and jointing material etc Comp.

Iteamno7 Providing and supplying ISI Standard R.C.C.pipes(of Sulphate Resisting Cement)

instandardlengthsoffollowing class and diameter suitable for either collar joints or rubber

ring joints including all taxes, insurance, transportation, freight charges, octroi,

inspectioncharges, loading,unloading,conveyancetodepartmentalstores,stackingetc.

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.

ClassNP3TestPressure0.7Kg/sq.cm

Iteamno8 Lowering,layingandjointingR.C.C.pipesinC.M.1:11/2 offollowing diameters in proper

position, gradeand alignmentat alllevel asdirectedbyEngineer-in-charge including

conveyance from stores to site of work, labour, giving hydraulic testing as per ISI code.

ClassNP2,NP3,NP4

Iteamno9 ConstructingChamberoffollowingsizeincludingexcavation,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 X0.45 mt.size InsideClear, Depthfrom 0.0 to0.90meterforpipe dia<=150

b 0.60 X0.75 mt.size InsideClear, Depthfrom 0.0 to0.90meterforpipe dia<=20

c 0.75X0.75mt.size(InsideClear)Depthfrom0.0to1.20meterforpipe dia<=20 mm

Iteamno10 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 mmthick cement plaster inside & outside (Only for

shaft) In Cm 1:3, Finishing With Cement Slurry, P/F 4 Mm Dia M.S.SteelHdpe Coated

Steps 35 Cm C/C At 35 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 10 mm dia.)But Excluding The Cost Of Manhole Seat Cover Etc..Completed Of

Size 0.75 X1.00 Meter (Inside Clear, M.H. length should be parallel to the flow)

a 1.00to2.00meterdepth,(SlabatGroundlevel)(forpipedia<=230mm)

b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) (for pipe dia<=300

11 RatereductionoveritemofConstructingSlabTypeM.H.Chamberofsize

1.00 x 0.75 mt for constructing slab @ depth more than 0.60 mt below Ground Level

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

Iteamno12 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 mmthick cement plaster inside & outside (Only for shaft)

in CM 1:3, finishing with cement slurry, P/F 4 mm diaM.S.Steel HDPE coated steps

cm c/c at 35 cm staggered in masonary CM 1:5, RCC Slab in CC 1:1.5:3 of thickness

23C.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.ofSize1.00X1.40meter(InsideClear,M.H. length should be parallel to the

flow, for pipe dia<= 800 mm)

a "1.00to2.00meterdepth, (Slab at

b "2.00to3.00meterdepth,

(Slabatbelow0.6mt.FromG.L.)"

c "3.00to4.00meterdepth,

(Slabatbelow1.00mt.FromG.L.)"

Iteamno13 Constructing Slab Type M.H. Chamber of following size incl. excavation, refilling, brick

bats cement concrete (1:5:10) of thickness 15 C.M., C.C. channel (1:2:4) of thickness

C.M., finished 15 mm thick cement plaster inside (SRC) & outside (only for shaft) in

C.M.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 Masonry in C.M. 1:5, RCC slab in CC 1 : 1.5 : 3 of thickness

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 1.2 x 2.2 meter

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

ForPipedia.1200mm

(i)1.2mx2.2mx4m(Slabatbelow1.00mt.fromG.L.)

Iteamno14 Extra rate over item of Constructing Slab Type M.H. Chamber of following size for

constructing M.H. Chamber, per 1.00 Decimeter of additional depth or part there of etc.

complete. Of size 1.20 x 2.20 mt. (inside) and depth from

(i)4.0to5.0meterdepth

(ii)6.0to7.0meterdepth

Iteamno15 Constructing Scrapper Slab Type M.H. Chamber of following size incl. excavation,

refilling, brick bats cement concrete (1:5:10) of thickness

C.M.,C.C.channel(1:2:4)ofthickness10C.M.,finished15mmthickcement plaster inside

(SRC) & outside (only for shaft) in C.M.1:3, finishing with cementslurry, P/F

mmdiaM.SSteelHDPE coatedsteps35cmc/cat35cm staggered Masonry in C.M. 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 2.2 x 2.2 meter (Inside Clear, M.H. length should be parallel to the

(i)2.2mx2.2mx4m(Slabatbelow1.00mt.fromG.L.)

Iteamno16 Extra rate over item of Constructing Scraper Slab Type M.H. Chamber of following size

for constructing M.H. Chamber, per 1.00 Decimeter of additional depth or part there of

etc. complete. Size 2.2 x 2.2 meter (inside) and depth from

(i)4.0to5.0meterdepth

(ii)6.0to7.0meterdepth

Iteamno17 Makingconnectionto theex.M.H.inrunningsewer incl.Dewateringand other required

machinery etc. of following dia pipes at any convenient time. All damaged work shall be

well repaired as per instructions. etc..complete.

a a.150mmto300 mmdia.

b b.400mmto600 mmdia.

c c.700mmto900 mmdia.

d d.Upto1600mmdia.

Iteamno18 Cutting the pipes of following dia coming inthenewM.H.inrunning

sewerincludingcuttingbars,includingremovingdebris/siltfromtheM.H.

and carting at a suitabledistanceetc..completeas directed.No paymentforM.H.workwill be

made until pipe is not cut completely in all respect.

a 150mmto300mmdia.

b 400mmto600mm dia.

c 700mmto900mmdia

Iteamno19 Repairing damaged M.H. and rasing M.H. up to road level incl. removing

damagedbrickworkand repairingbybrickmasonryinC.M.1:5and plaster in C.M. 1:3 and

fixing C.I. steps and existing MH sheet cover, removingthe debris from MH and carting

the same as directed.

a (A)up to0.15mt.(@TwoCoarse)

b (B)up to0.35mt.(@TwoCoarse)

c (C)upto0.65mt.(@SevenCoarse)

d (D)upto0.90mt.(@TenCoarse)

Iteam no20 RepairingdamagedI.C./Raisingremovingdamagedbrickworkand

repairingbybrickmasonryinC.M.1:5andplasterinC.M.1:3andfixing

C.I. steps and existing chamber sheet cover, removing the debrisfrom chamber and

carting the same as directed.

Iteamno21 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 diaM.S.Steel HDPE coated steps 35 cm c/c at 35 cm

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

RCCSlabinCC1:1.5:3,includingCantering&reinforcementasdirectedby engineer in

charge. Rate includes carting of debris and excavated soil.

a 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single

jalli at 15C.M.c/cbothway10 mmdia.)From0to2 mtdepth(Slabat Ground level)

b 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement

(Singlejalliat15C.M.c/cbothway10mmdia.)From2to3 mtdepth(Slabatbelow 1.00 mt.From

c 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double

jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

d 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 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.

e 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 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.

Iteamno22 Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

a(SETcoverandframe)F.R.C.ExtraHeavyDuty[EHD-35] Machinehole Covers & Frame-

560mm ø clear opening,

( OnlyCover ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers &

Frame- 560mm ø clear opening, The dimension of frame and cover as per

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

( OnlyFrame ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers & Frame-

560mm ø clear opening, The dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

b (SET coverandframe)F.R.C.HeavyDuty[HD-20]Machinehole Covers&Frames-560mm ø

(Only Cover)F.R.C. Heavy Duty [HD-20] Machinehole Covers & Frames- 560mm

øclearopening,Thedimension offrameand coveraspermentionedin Amend No.1 to IS 12592 :

2002 table 1 (Only Cover)

"(Only Frame )F.R.C. Heavy Duty [HD- 20] Machinehole Covers & Frames-560mm ø clear

opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 :

c (SET cover and frame) F.R.C. Medium Duty [MD-10] Machinehole Covers & Frames-

560mm ø clear opening,

(Only Cover ) F.R.C. Medium Duty [MD- 10] Machinehole Covers & Frames-560mm ø clear

opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 :

(Only Frame ) F.R.C. Medium Duty [MD- 10] Machinehole Covers & Frames-560mm ø clear

opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 :

d (SET cover and frame) F.R.C. Medium Duty [MD-10] Chamber Covers & Frame-600 x

450 mm clear opening,

(Only Cover) F.R.C. Medium Duty [MD- 10] Chamber Covers & Frame- 600 x 450 mm clear

opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 :

(Only Frame) F.R.C. MediumDuty [MD-10]ChamberCovers& Frame-600x450 mm clear

opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 :

Iteamno23Carting 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

days etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from any

Iteamno24Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for existing

EHD-35 FRC MH cover, rate also incl. loading, unloading and fixing the frame in line

and level to match exisisting road level in C.C. 1:2:4 and finishingsmooth,watering

andprotectingfor7days etc. complete asper instruction by engg. in charge.

Iteamno25 Providing KachhaofPakka Dummy in thefollowingdia pipes and removing the same after

completion of the connection work as directed.

a (A)100mmto300mm dia.

b (B)350mmto600mmdia

c (C)650mmto900mmdia

Iteamno26 Providing Dead Cantering using good quality Country Wood Planks, wall

Plateofrequiredthicknessandsizeincludingplacingthenece.supportsof

reqd. size,nailing, fixing with mortar,levelling. All specification for dead centring as per

standard engg. practice etc. comp. as directed.

Iteamno27 Supplying, labour for Excavation of all types of soil at any depth including excavation of

aphalt pavement of any thickness,demolition of brickwork in cm of any proportion

including staking of serviceable materials and disposal of unserviceable materia etc.

comp. as directed

a Mazdoor(Male)atday/Night(R&BSOR2023-24srno.1051Codeno.L022)

b Mazdoor(Female)atday(R&BSOR2023-24srno.1050Codeno.L021)

c Makadam/Supervisor/FitteratDay/Night

Iteam no28 Barricading the entire break down or excavated area on rental basis using wooden

ballies / M.S.angles at max. 2.00 metercentre to centre, C.G.I. Sheet, reflective paint /

Board out side to avoid accident & for smooth traffic diversion & movement including

cautionary boardetc.Itemalso includesfor making temporary sufficient nos of lighting

arrangement through out the workwithnecessaryrequired arrangement.

Thesameshallberemovedafter completion of work. (Only for break down work from start

Iteamno29 Labour charger for lowering existing Ventilating column safely with the help of required

capacity of hydra crane or any type of required capacity ofcrane. Item also includes

welding machine , gas cutter , electric cutter , breaker etc necessary machineries required

for this work with out damage and item also includes cartingthesameto the AMC store.

etc. comp as directed.

Iteamno30 Providing TMT Bar FE415 reinforcement forR.C.C.workincluding bending, binding and

placing in position complete upto floor two level (upto 10 ton)

Iteamno31 "Brickworkusing commonburntclaybuilding brickshaving crushingstrengthnotlessthan35

kg./Sq.Cm.in foundation and plinth in Cement Mortar 1:5. (1- Cement

:5-finesand)(B)Conventional"

Iteamno32 Providing15mmthickcementplasterinsinglecoatonRough(Similar) sideof

singleorhalfbrickwallsforinterior plasteringuptofloor twoleveland

finishedevenandsmoothin(i)Cement mortar 1:3 (1-cement:3-sand)

Iteamno33 ReinstatementofAsphaltroadusingthesamematerial.

Iteamno34 Raising of MH using new mathod as per drawing and tech.details below (1) cutting road

by cutter machineup to 0.15mt. Depth and up to1.50X1.50 sq

mtmax.area.(2)Demolishingsurroundedportion ofMHseattoremoveseat from base

masonary by braker.(3) p/l brick maso. Up to 0.16 mt. in CM1:3 (

twocourse)(4)Fixing/PlacingMHseatafterbasemorterbeddingmadefrom MasterEmaco -

S488 towerable mortar as per requirement (5) P/L 10 mmgrit mix conc. made of

SHRINKKOMP-30 surround to MH seat in any thicknes up to 0.35 mm max below raod

level and finish it rough surface. (6) labour work for laying cold mix bitumin asphalt up

to road surface andmake it smooth finish after properly compacting by compector.

ProvidingandCastinginsituordinarycementconcreteM200forR.C.C.Raftandcuttoffwallsinc

ludingnecessaryshutteringlaying,vibrating,

ramming and curingcomplete.(B)Walls,fomtopof foundation level upto floor two level

Iteamno36 Providing and laying cement concrete 1:4:8 (1-Cement: 4-coarse sand:8- and broken

stone aggregates 40 mmnominal size)and curing completeexcluding cost of formwork

in(A) Foundation and Plinth (upto 10 ton)

Iteamno37 ProvidingandoperationdewateringPumpincludingfuelcharges&operator Charges etc. as

directed etc. comp. (Shift for Eight Hour) (For Each Pump Set, No payment shouldbe

allowedfornonworking condition of machinery )

Iteamno38 Hiring and operating Mud Pumps incl. Cost of fueland operator including the cost of to

and fro transportation, laying ofthe delivery hoses as required, lowering and lifting the

pumps as and when required etc. complete. Set DoAs Directed. (No payment should be

allowedfornon working condition of machinery )

Iteamno39 Hiring and operating the 20 KV 3 Phase Electric Generator for operating desilting

machinery, and lighting and other requirements with Arranging

dieseltoruntheD.G.SetDoAsDirected.8 HrsShift.(Nopaymentshouldbe allowed for non

working condition of machinery )

Iteamno40 Hiring Charges For J.C.B.MachineInclduing Cost Of Fuel, Operator, DirverEtc..

Iteamno41 Providing&SupplyingHitachiMachine-110capacityon rental basis in case of emergency

situation and break down typework&alsoduring unavoidableconditionasper instruction of

engg.incharge , rate includes all nece. shifting,

fuelandoperatingcharges.(Nopaymentshouldbe allowed for non working condition of

Iteamno42 Providing&SupplyingHitachiMachine-200capacityon rental basis in case of emergency

situation and break down typework&alsoduring unavoidableconditionasper instruction of

engg.incharge , rate includes all nece. shifting,

fuelandoperatingcharges.(Nopaymentshouldbe allowed for non working condition of

Iteam no43 Providing & Supplying hydra carne Machine of 12 tone capacity on rental basis in

case of emergency situation and break down typework& also during unavoidable

condition as per instruction of engg.incharge , rate includes all nece. shifting, fuel and

operating charges . (No payment shouldbe allowed for non working condition of

Iteamno44 HiringofTractorwithtrolleyconsidering8Hrs.AsworkingDayhours inclu. Driver

Iteamno45 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 of machinery and for pipe line excavation and M.H.

work. Allowed only for break down

Iteam no46 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt

DemolishingWorkonsitebyusingOperator,fuel,powerSupplyetc.

Complete as Directed. (No payment should be allowed for non working condition of

machinery and forpipeline excavation and M.H.work.Allowed only for break down work)

Iteamno47 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.

Iteamno48 Constructing Bombay Pattern Type Catch Pitof size 0.60 x 0.60 depth up to1 mt

including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wallin the prop. of CM

(1:6) with 40 mm thick IPS flooring in the propM15at bottomand 15mmthick

cementplasterinsidethecatchpitin theproportion of CM (1:3) with outjali etc. comp. as

Iteamno49 CatchPitJaliFixingP/FFRCcatchpitjaliwithframe600mmx600mm clear opening etc.

comp.. As directed by engineer in charge.

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER

STANDARD P.W.D. TECHNICAL SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE

BOOK OF THE SAME) AND AGREE TO ABIDE BY THEM.

IN CASE OF WHERE 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.

CONTRACTOR'SSIGNATURE ADDL.CITYENGINEER

& STAMP (SouthWestZone)

Tender : 23 Tender Notice No :05 /2026-27

PRICE QUOTATION SHEET

Earnet Money Rs. 9988.00 Date of Submission of Tender : Dt. 29/06/2026, Time : 18:00 Hrs.

Tender Fee Rs. : 900.00 Date of Opening of Tender : Dt. 30/06/2026, Time : 17:00 Hrs.

Tender Class : E2 or

Name of Work :- Reparing Breckdown MH of Strom water drainage line and Drainage line In Ghuma area

Estimated Tender Amount Rs. 9,98,750 /-

I / We am / are willing to carry out work at _______________________________ % above / below* percent (should be written in figures and words) of the

estimated cost, as mentioned above. Amount of my / our tender works out for Rs. ______________________________________________ (in figures)

Note : * Please strike out above or below, whichever is not

Contractor's Addl. City Engineer

& Stamp (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

Name of Work :- Reparing Breckdown MH of Strom water drainage line and Drainage line In

Ghuma area SWZ.(ARC)

Sr. QTY Item Description Rate in Per Amount

Excavation for pipe line trenches for water

supply, sewerage line, 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 as

a In all sorts of soil and soft murrum

1.A.1 30.00 Upto 1.50 mt depth 89.00 Cu.M

1.A.2 20.00 1.50 mt to 3.00 mt depth 98.00 Cu.M

1.A.3 10.00 3.00 mt to 4.50 mt depth 103.00 Cu.M

1.A.4 5.00 4.50 mt to 6.00 mt depth 109.00 Cu.M

1.A.5 5.00 6.00 mt to 7.50 mt depth 113.00 Cu.M

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including demolishing

the asphalt carpet, metal,s oiling/cutting

Reinforcement etc.comp. with stacking the

material as directed.

a 8.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

0.20 to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including cost

b 8.00 of operator, fuel, & transportation etc complete. 177.76 Smt

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including cost

c 8.00 of operator, fuel, & transportation etc complete. 311.08 Smt

Filling available excavated earth (excluding rock)

in trenches, plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth

consolidation each deposited layer by ramming

CONVEYANCE CHARGES-FOR DIFFERENT

TYPES OF MATERIALS (A) lime murrum

building rubbish earth manure or sludge &

execavated rock and rubbish [Lime murrum

building rubbish]

a 15.00 a) Lead up to 1 Km. 256.16 Cmt

b 15.00 b) Lead From 1Km to 2 Km. 278.18 Cmt

c 9.54 c) Lead From 2 Km to 3 Km. 296.43 Cmt

d 5.00 d) Lead From 3 Km to 4 Km. 312.45 Cmt

e 0.00 e) Lead From 4 Km to 5 Km. 326.73 Cmt

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.

Lowering, laying and jointing Stone ware of

following diameters in with CM 1:1 paraption in

proper position, grade and alingnment at all level as

directed by Engineer-in-charge including conveyance

from stores to site of work,and jointing material etc

Providing and supplying ISI Standard R.C.C.

pipes(of Sulphate Resisting Cement) in standard

lengths of following class and diameter suitable

for either collar joints or rubber ring joints

including all taxes, insurance, transportation,

freight charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking etc.

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

a 25.00 300 mm dia 755.00 Rmt

b 15.00 450 mm dia 1361.00 Rmt

c 15.00 600 mm dia 1946.00 Rmt

d 15.00 900 mm dia 3601.00 Rmt

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 stores to site of work, labour, giving hydraulic

testing as per ISI code.

Class NP2,NP3,NP4

a 25.00 300 mm dia 119.00 Rmt

b 15.00 450 mm dia 171.00 Rmt

c 15.00 600 mm dia 228.00 Rmt

d 15.00 900 mm dia 340.00 Rmt

e 10.00 1200 mm dia 440.00 Rmt

f 10.00 1600 mm dia 577.00 Rmt

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.

0.60 X 0.45 mt. size Inside Clear, Depth from

a 1.00 0.0 to 0.90meter for pipe dia <=150 mm. 2261.61 No.

0.60 X 0.75 mt. size Inside Clear, Depth from

b 1.00 0.0 to 0.90meter for pipe dia <=20 mm. 2874.11 No.

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

c 1.00 to 1.20 meter for pipe dia <=20 mm

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

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 10 mm dia.)But Excluding The Cost Of

Manhole Seat Cover Etc..Completed Of Size

X 1.00 Meter (Inside Clear, M.H. length should

10 be parallel to the flow)

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

a 2.00 (for pipe dia <=230 mm)

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

b 1.00 From G.L.) (for pipe dia <=300 mm) 11395.54 No.

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 (Max. 3 unit of DM should

be reduced in this item)

Constructing Slab type M.H. Chamber of the

following size including excavation, refilling, brick

bats cement concrete (1:5:10) of thickness

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

X 1.40 meter (Inside Clear, M.H. length should

be parallel to the flow, for pipe dia <= 800 mm)

a 2.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

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

b 1.00 From G.L.) 19258.04 No.

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

c 2.00 From G.L.) 26867.86 No.

Constructing Slab Type M.H. Chamber of following size

incl. excavation, refilling, brick bats cement concrete

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

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

plaster inside (SRC) & outside (only for shaft) in

C.M.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 Masonry in C.M. 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 1.2 x 2.2 meter (Inside Clear,

M.H. length should be parallel to the flow.

For Pipe dia. 1200 mm

1.00 (i) 1.2 m x 2.2 m x 4m (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.

Chamber, per 1.00 Decimeter of additional depth or

part there of etc. complete. Of size 1.20 x 2.20 mt.

(inside) and depth from

1.00 (i) 4.0 to 5. 0 meter depth 689.29 DM

1.00 (ii) 6.0 to 7. 0 meter depth 709.82 DM

Constructing Scrapper Slab Type M.H. Chamber of

following size incl. excavation, refilling, brick bats

cement concrete (1:5:10) of thickness 15 C.M., C.C.

channel (1:2:4) of thickness 10 C.M., finished 15 mm

thick cement plaster inside (SRC) & outside (only for

shaft) in C.M.1:3, finishing with cement slurry, P/F

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

cm staggered Masonry in C.M. 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 2.2 x 2.2 meter (Inside Clear,

M.H. length should be parallel to the flow,

1.00 (i) 2.2 m x2.2 m x 4 m (Slab at below 1.00 mt. from

Extra rate over item of Constructing Scraper Slab Type

M.H. Chamber of following size for constructing M.H.

Chamber, per 1.00 Decimeter of additional depth or

part there of etc. complete. Size 2.2 x 2.2 meter

(inside) and depth from

1.00 (i) 4.0 to 5. 0 meter depth 863.39 DM

1.00 (ii) 6.0 to 7. 0 meter depth 889.29 DM

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.

a 3.00 a. 150 mm to 300 mm dia. 1339.29 No.

b 2.00 b. 400 mm to 600 mm dia. 2232.14 No.

c 1.00 c. 700 mm to 900 mm dia. 2790.18 No.

d 1.00 d. Up to 1600 mm dia. 5181.76 No.

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

18 etc..complete as directed. No payment for

M.H. work will be made until pipe is not cut

completely in all respect.

a 2.00 150 mm to 300 mm dia. 1270.00 No

b 2.00 400 mm to 600 mm dia. 1890.00 No

c 1.00 700 mm to 900 mm dia 2250.00 No

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.

a 15.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 12.00 (B)(A) up to 0.35 mt. (@ Two Coarse) 1155.44 No.

c 8.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 8.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 No.

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 the debris from chamber and

carting the same as directed.

21 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.

a 1.00 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15

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 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15

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 1.00 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23

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

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

d 1.00 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23

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 1.00 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23

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.)

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

work site etc. comp. Directed.

(SET cover and frame) F.R.C. Extra Heavy Duty

a 8.00 [EHD-35] Machinehole Covers & Frame- 560mm ø 3354.74 Set

( Only Cover ) F.R.C. Extra Heavy Duty [EHD-35]

Machinehole Covers & Frame- 560mm ø clear

opening, The dimension of frame and cover as per

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

( Only Frame ) F.R.C. Extra Heavy Duty [EHD-35]

Machinehole Covers & Frame- 560mm ø clear

opening, The dimension of frame and cover as per

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

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

b 8.00 Machinehole Covers & Frames- 560mm ø clear 3255.62 Set

(Only Cover) F.R.C. Heavy Duty [HD-20]

Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as per

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

(Only Frame ) F.R.C. Heavy Duty [HD- 20]

Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as per

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

(SET cover and frame) F.R.C. Medium Duty [MD-10]

c 8.00 Machinehole Covers & Frames- 560mm ø clear 2355.28 Set

(Only Cover ) F.R.C. Medium Duty [MD- 10]

Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as per

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

(Only Frame ) F.R.C. Medium Duty [MD- 10]

Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as per

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

(SET cover and frame) F.R.C. Medium Duty [MD-10]

d 5.00 Chamber Covers & Frame- 600 x 450 mm clear 2254.98 Set

(Only Cover ) F.R.C. Medium Duty [MD- 10]

Chamber Covers & Frame- 600 x 450 mm clear

opening, The dimension of frame and cover as per

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

(Only Frame ) F.R.C. Medium Duty [MD- 10]

Chamber Covers & Frame- 600 x 450 mm clear

opening, The dimension of frame and cover as per

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

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)

Providing and fixing cast iron manhole frame of

weight 80 to 85 kg suitable for existing EHD-35

FRC MH cover, rate also incl. loading, unloading

and fixing the frame 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 per instruction by engg. in charge.

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same after

25 completion of the connection work as directed.

a 5.00 (A) 100 mm to 300 mm dia. 199.11 No.

b 3.00 (B) 350 mm to 600 mm dia 302.68 No.

c 1.00 (C) 650 mm to 900 mm dia 642.86 No.

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

for dead centring as per standard engg. practice etc.

comp. as directed.

Supplying, labour for Excavation of all types of

soil at any depth including excavation of aphalt

pavement of any thickness,demolition of

brickwork in cm of any proportion including

staking of serviceable materials and disposal of

unserviceable materia etc. comp. as directed

Mazdoor (Male) at day /Night (R&B SOR 2023-24

a 8.00 sr no.1051 Code no.L022) 493.00 No

Mazdoor (Female) at day (R&B SOR 2023-24 sr

b 5.00 no.1050 Code no.L021) 450.00 No

c 5.00 Makadam/Supervisor/Fitter at Day/Night 640.00 No

Barricading the entire break down or excavated area on

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

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

paint / Board out side to avoid accident & for smooth

traffic diversion & movement including cautionary

board etc. Item also includes for making temporary

sufficient nos of lighting arrangement through out the

work with necessary required arrangement. The same

shall be removed after completion of work. (Only for

break down work from start to complete)

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 , 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 as directed.

Providing TMT Bar FE415 reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level (upto 10 ton)

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement Mortar

1:5. (1- Cement

: 5 -fine sand)(B) Conventional

Providing15mm thick cement plaster in single coat

on Rough (Similar) side of single or half brick

walls for interior plastering up to floor two

level and finished even and smooth in (i) Cement

mortar 1:3 (1-cement:3-sand)

33 5.00 Reinstatement of Asphalt road using the same Smt

Raising of MH using new mathod as per drawing

and tech.details below (1) cutting road by cutter

machine up to 0.15mt. Depth and up to 1.50 X

1.50 sq mt max. area. (2) Demolishing

surrounded portion of MH seat to remove seat

from base masonary by braker.(3) p/l brick maso.

Up to 0.16 mt. in CM1:3 ( two course) (4)

Fixing/Placing MH seat after base morter

bedding made from MasterEmaco -S488

towerable mortar as per requirement (5) P/L

mm grit mix conc. made of SHRINKKOMP-30

surround to MH seat in any thicknes up to

mm max below raod level and finish it rough

surface. (6) labour work for laying cold mix

bitumin asphalt up to road surface and make it

smooth finish after properly compacting by

Providing and Casting in situ ordinary cement

concrete M200 for R.C.C. Raft and cutt off

walls including necessary shuttering laying,

vibrating, ramming and curing complete.(B)

Walls, fom top of foundation level upto floor

two level (upto 10ton). (As Per Auda Approval

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

Cement: 4-coarse sand:8- and broken stone

aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in(A) Foundation and

Plinth (upto 10 ton)

Providing and operation dewatering Pump

including fuel charges & operator Charges etc. as

directed etc. comp. (Shift for Eight Hour) (For

Each Pump Set, No payment should be allowed

for non working condition of machinery )

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 required etc. complete. Set Do As Directed.

(No payment should be allowed for non

working condition of machinery )

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 payment should be allowed for non

working condition of machinery )

Hiring Charges For J.C.B.Machine Inclduing Cost

40 24.00 Of Fuel, Operator, Dirver Etc.. 535.71 Hour

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 . (No payment

should be allowed for non working condition of

41 4.00 machinery ) 2000.00 hr

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 . (No payment

should be allowed for non working condition of

42 4.00 machinery ) 2700.00 hr

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 includes all

nece. shifting, fuel and operating charges . (No

payment should be allowed for non working Per

condition of machinery) hr

Hiring of Tractor with trolley considering 8 Hrs. As

working Day hours inclu. Driver (GWSSB SOR-2022-

23 Section-2E-Miscellenous Item No.7)

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 of machinery and for

pipe line excavation and M.H. work. Allowed

only for break down work)

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 of machinery and for pipe

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

break down work)

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.

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.

48 4.00 comp. as directed. 3110.80 No.

CatchPit Jali Fixing P/F FRC catch pit jali with

frame 600mm x 600mm clear opening etc.

49 7.00 comp.. As directed by engineer in charge. 1377.64 No.

CONTRACTOR'SSIGNATURE ADD.CITY.ENGINEER

& STAMP (SouthWestZone)