Breakdown Repairing Work On Drainage line and machinehall at Gamtal Area ,jivrajpark Area,Different T.p.roads and diff.places of vejalpur ward in south west zone

4 Estimated Cost put to tender Rs.

5 Earnest Money Deposit Rs. 35,000.00 Demand Draft, Pay order, or Cheque ,Bank Guarantee

(As per finance circular no. 10 Dt.05/08/2024 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.1500/- 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

Office of Assistant Manager (South West Zone) Office, Late Shri

Tushar Bhavan, Near Shelby Hospital, Jodhpur, Ahmedabad-

9 Tenders issue date Tenders from the website http://amc.nprocure.com &

http://nprocure.com shall be down loaded.

10 Last date of receiving Tenders. Dt. 05/06/2026 up to 18;00 hrs The tenders received after this date

and time will not be entertained under any circumstances.

11 Date of Opening Dt. 06/06/2026 at 17;00 hrs to Assistant Manager "South West

Zone Office", Late Shri Tushar bhavan, Near Shelby Hospital,

Jodhpur, Ahmedabad-380015

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 Add. City Engineer

& Stamp (South West Zone)

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Contractor's Signature Add. City Engineer

& 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 cannot stop the work due to non availability of 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. (RMT)

(ii) Areas -----0.01 Sq. Mt. (SMT)

(iii) Cubic Contents ------0.01 Cu.Mt. (CMT)

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.

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 of the work.

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 made.

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

submission date and time. The tenderer who quotes the tender without attaching the addendum will be

32. As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be applied.

33. Contractor has to follow Planning Department Circular No 10 Dt. 07/09/2018 strictly.

34. As per AMC’s Finance department circular no.38/ Dt.21/11/022 and approval of competent authority,

rate of all the items are taken without GST and prevailing GST will be payable.

35. All the relevant prevailing AMC circulars/ its time to time revisions are applicable for this work and all the

bidders are bound to follow the same, so the bidder must check before applying for the tender.

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% (Five percent) of the contract price Cheque or Bank Guarantee, pay

order, or demand draft of Nationalized Banks and Schedule Banks only.

Contractor's Signature Add.. 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

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 Add.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 DY.CE-1 (SWZ). 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

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 Add. City Engineer

& Stamp (South West Zone)

Approved Bank List for B.G.

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 VhSgt< Au.

Contractor's Signature Add. City Engineer

& Stamp (South West Zone)

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 WORKS ADDITIONAL INSTRUCTIONS TO PERSONS

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 works.

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 must also be entered in columns and

the tenderer must strike out grand total of the amount.

the tenderer must strike out grand total of the amount.

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

the tender for the company must accompany the tender.

3. Solvency Certificate of a Bank or a Revenue Officer of an amount upto 20% of the tendered cost plus the amount

of works on hand still to be executed will have to be reduced by the Contractor.

4. Challan for earnest money must accompany the tender. Tenderer may pay earnest money in the form of

CROSSED Demand Draft in favour of the Municipal Commissioner 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 before tender is accepted and intimate

assessment number and ward under which is assessed.

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

7. Declaration showing all works on hand with the Contractor and the value of works 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 quoted by a tenderer in the 'rates'

column, the description in words shall prevail.

(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 and quantity, the units - rate shall be regarded as firm and

multiplication shall be 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, if the requirements as per

instruction. No. 1 to 10 above is not complied with before submitting the tender. Also please read carefully the

face-sheet and General Rules and 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 in tender 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 allowed for carrying the work or any

condition or correction made in any code or mode of schedule '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 the power of attorney there of does

not sign or the signatures is / are not attested by a 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 tender will have to be produced along with the tender or a certificate

regarding the borrowing capacity of the society issued by the Legal Assistant, Directorate Cottage 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 should issue further instructions directing in

what manner the work is to be carried out, it being understood that the best modern practice is to be followed.

The Contractor 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.

15. All the materials to be used in the work may be from time to time subject to tests as per relevant I.S. as decided

by the Engineer .

16. The board stating the detailed specifications and details of work as per Current circular of AMC/Government

Circular No.TNC-1090-24-S, Dated 17-08-2002, should be erected as directed on the site of work by the

contractor without claiming extra for the same.

17. Action in case of disproportionate progress:

In case of extremely poor progress of the work or any item at any stage of work which in the opinion of the

Engineer, cannot be made good by the contractor considering his available resources, the Engineer will get it

accelerated to make up the lost time through any other agency and recover the additional cost incurred, if any, in

getting the work done from the contractor after informing him in writing about the action envisaged by him. The

action may include blacklisting of the contractor based on the works and severity and decision of Municipal

Commissioner shall be binding in this condition.

Contractor's Signature Add. City Engineer

& Stamp (South West Zone)

Name of work: - Breakdown Repairing Work On Drainage line and machinehall at

Gamtal Area ,jivrajpark Area,Different T.p.roads and diff.places of vejalpur ward in

south west zone.

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

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 execute the same accordingly.

Signature of the Contractor

GENERAL RULES AND DIRECTION FOR THE GUIDANCE OF CONTRACTORS :

1. All works proposed to be executed by contract shall be notified in a form of invitation to tender

pasted on a board hung up in the Addl. City Engineer and signed by the Addl. City Engineer. This

form will state the work to be carried out, as well as the date for submitting and opening tenders

and the time allowed for carrying out the work, also the amount of earnest money to be deposited

with the tender and the amount of the security deposit to be paid by the successful tenderer and

the percentage, if any, 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 the specifications designs and

drawings and estimated rates, scheduled rates and any other documents required in connection

with also be open for inspection by Contractors at the office of the Addl. City Engineer during office

hours. Where the works are proposed to be executed according to the specifications

recommended by a Contractor and approved by a competent authority on behalf of the Municipal

Corporation such specification with designs and 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 his behalf by a person

holding a power-of-attorney authorizing him to do so.

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 described in their tender as a firm, in which

case the receipt shall be signed in the name of the firm by one of the partners or by some other

person having authority to give effectual receipt for the firm.

4. Any person who submits a tender, shall fill up the usual printed form including the 'column' total

according to estimated quantities, stating at what rate he is willing to undertake each item of the

work, Tenders which purpose any alteration in the works specified in the said form of invitation to

tender or in the time allowed for carrying out the work or which contain any other conditions of any

sort, will liable to rejection. No single tender include more than one work, but Contractors who wish

to tender 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) written outside the envelope.

5. The Addl. City Engineer or his duly authorized Assistant shall open tenders in the presence of any

intending Contractors who have submitted tenders or their representatives who may be present at

the time and he will enter the amounts of the several tenders in a comparative statement in a

suitable form. In the event of a tender being accepted, the Contractor, shall thereupon for the

purpose of identification, sign copies of the specifications and other documents mentioned in this

tender in the event of a tender being accepted the contractor, shall thereupon for the purpose of

indification, sign copies of the specifications and other documents mentioned in this tender in the

event of a tender being rejected, the Municipal Commissioner shall authorize the officer concerned

to refund the amount of the earnest money deposited to the Contractor 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 of rejecting all or any of the

7. No receipt for any payment alleged to have been made by a Contractor in regard to any matter

relating to this tender or the contract shall be valid and binding on Municipal Corporation unless it is

signed by the Addl. City Engineer.

8. The memorandum of work to be tendered for any schedule of materials to the supplied by the

Municipal Corporation and their rates shall be filled in and 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 and completed, he shall request the said office to have this done before he completes and

delivers his tender.

9. All works shall be measured not be standard measure and according to the rules and customs of

the Municipal Corporation without reference to any local custom.

10. Under no circumstances shall any Contractor be entitled to claim enhanced rates for any item in

11. Every Contractor shall, unless exempted in writing by the Addl. City Engineer concerned, produce

along with this tender, a solvency certificate of his financial stability from the collector of the District

within which he resides or a Bank's his certificate. If he fails to produce such a certificate his tender

will not be considered.

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 in the Municipal

Corporation and as per I.S. code for general practice and no proposals to adopt alternative

methods will be accepted. The Addl. City Engineer's decision as to what is 'the usual method in

use in the Municipal Corporation' will be final.

14. The Contractor shall have to attach to his tender, Income-Tax Clearance certificate to be obtained

from the Income-Tax Officer.

15. The Contractor will have to construct a shed for a storing controlled and valuable materials issued

to him under schedule A' of the agreement at work-site having double locking arrangement. The

materials will then be taken for use in the presence of the Departmental person. No. Material will

be allowed to be removed form the site of work.

16. No foreign exchange will be released by the Department for the purpose of plant and machinery

required for the execution of the work contracted for.

17. Controlled materials (Essentially Certificate)

(i) As regards controlled materials, the Municipal Corporation will help to arrange for the

permit as far as possible and help the Contractor in securing the same. All incidental

charges met with in procuring these materials shall be borne by the Contractor himself.

Though the Municipal Corporation will help to arrange for the permit as far as possible and

help the Contractor in obtaining materials, it shall not accept any responsibility for any

delay or loss on account of delay caused to the contractor while obtaining the same.

(ii) The contractor shall submit to. Addl. City Engineer on close of every calendar month, the

monthly returns in the prescribed forms as to the receipts and actual use of the controlled

materials during the month.

(iii) The Contractor shall permit the Addl. City Engineer or his representatives to inspect the

stock of the controlled materials stored by him at any time whenever the Addl. City

Engineer or his representative(s) so desire (s).

18. The tender for the work shall remain open for a period of (120 days) from the date of opening of the

tenders for this work and the tenderer shall not be allowed to withdraw of modify the offer on his

own during this period. If any tenderer withdraws or marks any modifications or additions in the

terms and conditions of his tender, not acceptable to the Municipal Corporation, then Municipal

Corporation shall, without prejudice to any right or remedy, be at liberty to forfeit in full the said

19. The Contractor shall employ only such labour that shall produce a valid certificate of having been

vaccinated against small - pox within a period of last three years.

TENDER FOR WORKS.

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

Corporation of Ahmedabad (herein before and herein after

referred to as 'Corporation') of the work specified in the under

written memorandum within the time specified in such

memorandum at *

…………………………………... Percent below /

above the estimated rates specified schedule 'B'

(memorandum showing item of works to be carried out) and in

accordance in all respects with the specifications, designs,

drawings and instructions in writing referred to in this tender

and in Clause 13 of the annexed conditions of contract and

agree that when materials for the work are provided by

Corporation, such materials and the rates to be paid for them

shall be as provided in schedule 'A' hereto.

(a)General Description. Repairing Work On (a) If several sub works are included the should

Drainage line and machinehall at diff.place be detailed in a separate list. The amount of

earnest money to be deposited shall be in

vejalpur ward in south west zone

accordance with instruction no.

(b) Estimate Cost: Rs.

(c) Earnest Money: 1% of the estimated amount of

tendered work. Rs.35,000.00

(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 Bank Guarantee.

(iii) Bank Guarantee from a Nationalized Bank or Bank approved by the Municipal Corporation for

an amount equal to 5% of sectioned tender cost

Note – 1. All work shall be carried out as per Public Works Department Handbook and other specifications

of Ahmedabad Municipal Corporation or as directed.

Note – 2. Rates quoted include clearance of site (prior of commencement of work and at its close) in all

respects and hold good for work under all condition, site moisture weather etc

Contractor's Signature Add. City Engineer

& Stamp (South West Zone)

SPECIFICATIONS OF MATERIALS

This section gives detail specifications for mainly used materials, for other materials

refer Building Specifications. For materials relevant specification of Building

Specification shall apply.

TECHNICAL SPECIFICATIONS

Name of Work : Breakdown Repairing Work On Drainage line and machinehall at

Gamtal Area ,jivrajpark Area,Different T.p.roads and diff.places of

vejalpur ward in south west zone

Item No.1 : 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 specified. In all sorts of soil and soft murrum..

Excavation for foundation up to 1.5 tm. depth in all type of hard and soft soil including

sorting out stacking of useful material & disposing of excavated stuff up to 50 tm. lead

loose or soft soil, girding, lighting, fencing the trenches..

The rate shall be for a unit of one cubic metre.

Item No.2 : Extra rate over item of excavation of earth if excavation is to be done in wet condition without

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

The rate shall be for a unit of one cubic metre.

Item No.3 : 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.

The rate shall be for a unit of one cubic metre.

Item No.4 : 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

The rate shall be for a unit of one cubic metre.

Item No.5 : Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind executed outside the road site. Rate also

includes spreading & levelling etc complete. Internal conveyance above 50 mt done within

the work site is not payable..

All the surplus earth/excavated material etc. shall be carried away immediately from the site

of work to a place within distance specified in the relevant item or as directed and ordered by

the Engineer, so as not to cause any inconvenience to the public traffic. If the instructions are

not complied within 7 days from the date of order to cart the surplus materials and clear the

site, the said work shall be carried out by the Municipal Corporation at the risk and cost of the

contractor and no claim or dispute shall be entertained in this respect.

The rate of carting including carting of brick bats, metal, rubble vegetable and garbage, if

necessary to clear the road surface.

The rate shall be for a unit of per Cmt.

Item No.6 : Providing and supplying,and jointing ISI mark only standard length stoneware pipes of

following class and diameter including excavation for laying of pipes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. compl. (IS651/1989 or its latest revision) including labour

work for lowering, laying, joiting with cement mortar (1:1) proportion, proper postion, grade

and alignment and all level as directed by engineer in charge including store to site of work

jointing material etc complete.

The rate shall be for a unit of one running metre.

Item No.7 : Providing & Supplying ISI Standard RCC pipes (of sulphate resisting cement) in a standard

lengths of following class & dia meter suitable for socket-spigot type including all taxes

insurance, transporation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, staking etc complete (IS 458:1989) Class NP-3, test

pressure 0.7/kg/sqcm. Rate also includes supplying RCC collar for RCC pipes including taxes,

carting, loading, unloading, etc complete. Including labour work for lowering, laying, jointing,

RCC pipes in CM 1:1 1/2 of following diameters in proper position, grade and alignent at all as

directed by engineer in charge. (RCC pipe Horizontal cast)

The rate shall be for a unit of one running metre.

Item No.8 : 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.

The rate shall be for a unit of per No.

Item No.9 : 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

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

should be parallel to the flow)

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

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

be parallel to the flow).

The rate shall be for a unit of per No.

Item No.10 : 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).

The rate shall be for a unit DM.

Item No.11 : Constructing Slab type M.H. Chamber of the following size including excavation, refilling, brick

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

finished 15 mm thick cement plaster inside & outside (Only for shaft) in CM 1:3, finishing with

cement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in

masonary CM 1:5, RCC Slab in CC 1:1.5:3 of thickness 23 C.M., including Cantering &

reinforcement (double jalli at 15 C.M. c/c bothway 12 mm dia.) but excluding the cost of

Manhole seat cover etc..completed. of Size 1.00 X 1.40 meter (Inside Clear, M.H. length

should be parallel to the flow.

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

C.M., finished 15 mm thick cement plaster inside & outside (Only for shaft) in CM 1:3, finishing

with cement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in

masonary CM 1:5, RCC Slab in CC 1:1.5:3 of thickness 23 C.M., including Cantering &

reinforcement (double jalli at 15 C.M. c/c bothway 12 mm dia.) but excluding the cost of

Manhole seat cover etc..completed. of Size 1.00 X 1.40 meter (Inside Clear, M.H. length

should be parallel to the flow.

The rate shall be for a unit of No.

Item No.12 : 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.

4.00 to 5.00 meter depth,

The rate shall be for a unit of DM.

Item No.13 : 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 Ground Level (Max. 5 unit of DM should be reduced in this item)

The rate shall be for a unit of DM.

Item No.14 : 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.

The rate shall be for a unit of per No.

Item No.15 : 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.

The rate shall be for a unit of per No.

Item No.16 : 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.

The rate shall be for a unit of per No.

Item No.17 : 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.

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.

The rate shall be for a unit of per No.

Item No.18 : 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.

The rate shall be for a unit of per No.

Item No.19 : Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø & 100 mm

thick circular cover, 35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round bar

for lifting the cover & should be fitted with plastic cups. Frame : 560 mm ø clear opening,

outer size- 888x888x175 mm. On the upper periphery of frame 25 x 3 mm wide MS flat should

be well embed in concrete to protect the edges of frame. FRC E.H.D.-35 manhole cover &

frame described as above

The rate shall be for a unit of per No

Item No.20 : 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.

The rate shall be for a unit of per No.

Item No.21 : Providing Kachha of Pakka Dummy in the following dia pipes and removing the same after

completion of the connection work as directed.

The rate shall be for a unit of per No.

Item No.22 : 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.

The rate shall be for a unit of per Smt.

Item No.23 : Supplying, labour for break down repairing work for activities like excavation, disliting,

removing debris from trench back filling etc. comp. as directed by Eng.in charge..

The rate shall be for a unit of per No.

Item No.24 : 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).

The rate shall be for a unit of per Smt.

Item No.25 : Fabricating, supply and erecting in position Standard Structural steel sections conforming to

IS 2062 for railing , skywalk, stair, or other works using ISMB, ISA, ISMC, MS plate, flat, square

bars, pipe, square pipe, rectangular sections, square section, tube, etc. including welding,

cutting, wastage, etc. complete. The rate is inclusive of welding rod, supply & fixing of correct

size nut, bolts, washers, including one primer coat of red lead paint conforming IS:102 Zinc

chromate paint conforming to IS:104 followed by two coat of aluminium paint as per IS:2339

OR enamel paint of color as selected by engineer incharge, with all contractor's materials,

labour, tools & plants, in bolted/welded construction as directed by Engineer-in Charge. The

waste cut pieces shall not be included in the paying quantity. The work shall be done as per

drawing and specification. The work shall be carried out as per IS:800, IS:816.

The rate shall be for a unit of per Kg.

Item No.26 : 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)

The rate shall be for a unit of per Kg.

Item No.27 : Brick work using common burnt clay building bricks having crushing strength not less than

35kg./Sq.Cm. In foundation and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B)

Conventional.(R & B Building Road Bridge SOR 2021-22 Item Code 06001BA,Item No.as per

NBO-6.12 page no.64Dist. AHMEDABAD SOR 2021-22

The rate shall be for a unit of per Cmt.

Item No.28 : Providing15mm thick cement plaster in single coat on Rough (Similar) side of single or half

brickwalls for interior plastering upto floor two level and finished even and smooth in (i)

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

Providing15mm thick cement plaster in single coat on Rough (Similar) side of single or half

brickwalls for interior plastering upto floor two level and finished even and smooth in (i) Cement

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

The rate shall be for a unit of per Sq.mt.

Item No.29 : Reinstatement of Asphalt road using the same material.

The rate shall be for a unit of per Sq.mt.

Item No.30 : 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.

The rate shall be for a unit of per Cu.meter.

Item No.31 : 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

The rate shall be for a unit of per No.

Item No.32 : 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

mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster inside the

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

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt

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

(1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement

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

The rate shall be for a unit of per No.

Item No.33 : CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear

opening etc. comp.. As directed by engineer in charge.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x

600mm clear opening etc. comp.. As directed by engineer in charge

The rate shall be for a unit of per No.

Item No.34 : Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of following dia.

Including fittings of standard make as approved by Engineer-in-charge.

Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of following

dia. Including fittings of standard make as approved by Engineer-in-charge.

The rate shall be for a unit of per Rmt.

Item No.35 : Providing, supplying & fixing to wall ceiling and floor 6.0 kg. F/Cm2 working pressure

polythelene pipes of the following outside dia. Low density. Complete with special flange

empression type fittings. Wall clips etc. incl. making good the wall ceilling and floor.

Providing, supplying & fixing to wall ceiling and floor 6.0 kg. F/Cm2 working pressure

polythelene pipes of the following outside dia. Low density. Complete with special flange

empression type fittings. Wall clips etc. incl. making good the wall ceilling and floor

The rate shall be for a unit of per Rmt.

Item No.36 : 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)

The rate shall be for a unit of per Shift.

Item No.37 : 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 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).

The rate shall be for a unit of per H.P/Hr.

Item No.38 : 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 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

The rate shall be for a unit of per Shift

Item No.39 : Providing & Supplying JCB Machine on rental basis in case of emergency situation and break

down type work & also during unavoidable condition as per instruction of engg. in charge,

rate includes all nece. shifting, fuel and operating charges and stacking of useful & non-useful

materials separately up to store. (No payment should be allowed for non working condition

of machinery and for pipe line excavation and laying work)

Providing & Supplying JCB Machine on rental basis in case of emergency situation and

break down type work & also during unavoidable condition as per instruction of engg. in

charge, rate includes all nece. shifting, fuel and operating charges and stacking of useful & non-

useful materials separately up to store. (No payment should be allowed for non working

condition of machinery and for pipe line excavation and laying work)

The rate shall be for a unit of per Hours.

Item No.40 : 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)

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)

The rate shall be for a unit of per Hours.

Item No.41 : 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. in charge, rate includes all nece. shifting, fuel and operating charges . (No payment

should be allowed for non working condition of machinery)

The rate shall be for a unit of per HR..

Item No.42 : 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 machinery)

The rate shall be for a unit of per HR..

Item No.43 : 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. in charge, rate includes all nece. shifting, fuel and operating

charges. (No payment should be allowed for non working condition of machinery)

The rate shall be for a unit of per HR..

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

P.W.D. TECHNICAL SPECIFICATIONS FOR THE ITEMS AND ALSO I HAVE THE BOOK OF THE

AND AGREE TO ABIDE BY THEM.

INCASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE

SPECIFICATION GIVEN BY THE ENGINEER IN CHARGE SHALL BE FOLOWED AND FOR THE

SAME I AGREE TO ABIDE BY THEM.

Contractor's Signature Add.. City Engineer

& Stamp (South West Zone)

Tender :9 Tender Notice No :

PRICE QUOTATION SHEET

Earnet Money Date of Submission of Tender : Dt. 05/06/2026,

Tender Fee Rs. Date of Opening of Tender : Dt. 06/06/2026,

Tender Class E1 or

Name of Work : Breakdown Repairing Work On Drainage line and machinehall

at Gamtal Area ,jivrajpark Area,Different T.p.roads and

diff.places of vejalpur ward in south west zone

Estimated Tender Amount Rs.

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

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

Contractor's Add. City Engineer

& (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

MAHANAGAR SEVA SADAN - SOUTH WEST ZONE

Name of work:- Breakdown Repairing Work On Drainage line and machinehall at Gamtal Area ,jivrajpark

Area,Different T.p.roads and diff.places of vejalpur ward in south west zone .

Sr. QTY Item Description Rate 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

1 stacking excavated stuff including up to all required

lead cleaning the site etc. complete for all lifts and

strata as specified. In all sorts of soil and soft

a 100 0 to 1.5 meter depth. 79.46 Cu.M

b 200 1.5 to 3 meter depth. 87.5 Cu.M

c 170 3 to 4.50 meter depth. 91.96 Cu.M

d 200 4.50 to 6.00 meter depth. 97.32 Cu.M

Extra rate over item of excavation of earth if

excavation is to be done in wet condition without

2 50 resorting to pumping but incl. of bailing out of water. 17.86 Cmt.

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

3 carpet, metal, soiling/cutting Reinforcement

etc.comp. with stacking the material as directed.

a 500 up to 0.20 meter thickness (By Manual) 71.1 Smt

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

b 500 R.C.C.Cutter machine including cost of operator, fuel, 177.76 Smt

& transportation etc complete.

0.30 meter & above (By any type of Breaker Machine

c 100 or R.C.C.Cutter machine including cost of operator, 311.08 Smt

fuel, & transportation etc complete.

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

4 350 not exceeding 20 cm. in depth consolidation each 22 Cu.M

deposited layer by ramming and watering.

Conveyance charge of earth, lime, murrum, building

rubbish, manure, garbage, sludge, excavated rock, fly

ash, aggregates of any kind executed outside the road

site. Rate also includes spreading & levelling etc

complete. Internal conveyance above 50 mt done

within the work site is not payable.

a a) Lead up to 1 Km. 23.38 Cu.M

b b) Lead From 1Km to 2 Km. 30.94 Cu.M

c c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 100 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 300 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f 50 f) Lead From 5 Km to 10 Km. 78.54 Cu.M

g 10 g) Lead From 10 Km to 15 Km. 104.65 Cu.M

Providing and supplying,and jointing ISI mark only

standard length stoneware pipes of following class

and diameter including excavation for laying of pipes,

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. compl.

(IS651/1989 or its latest revision) including labour

6 work for lowering, laying, joiting with cement mortar

(1:1) proportion, proper postion, grade and

alignment and all level as directed by engineer in

charge including store to site of work jointing

material etc complete.

a 50 100 mm dia 165.52 Rmt

b 50 150 mm dia 242.98 Rmt

c 50 230 mm dia 400.54 Rmt

Providing & Supplying ISI Standard RCC pipes (of

sulphate resisting cement) in a standard lengths of

following class & dia meter suitable for socket-spigot

type including all taxes , insurance, transporation,

freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores,

staking etc complete (IS 458:1989) Class NP-3, test

pressure 0.7/kg/sqcm. Rate also includes supplying

7 RCC collar for RCC pipes including taxes, carting,

loading, unloading, etc complete. Including labour

work for lowering, laying, jointing, RCC pipes in CM

1:1 1/2 of following diameters in proper position,

grade and alignent at all as directed by engineer in

charge. (RCC pipe Horizontal cast)

a 100 300 mm internal diameter 888.37 Rmt

b 50 450 mm internal diameter 1539.32 Rmt

c 20 600 mm internal diameter 2212.85 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

8 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 5 to 0.90 meter 2261.61 No.

0.60 X 0.75 mt. size Inside Clear, Depth from

b 5 to 0.90 meter. 2874.11 No.

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

Constructing Slab Type M.H. Chamber Of The

Following Size Including Excavation, Refilling, Brick

Bats Cement Concrete (1:5:10) of thickness 15 C.M.,

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

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

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

9 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

a 5 1.00 to 2.00 meter depth, (Slab at Ground level) 5651.79 No.

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

b 5 From G.L.) 11395.54 No.

Rate reduction over item of Constructing Slab Type

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

10 5 slab @ depth more than 0.60 mt below Ground Level 460.71 DM

(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 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

11 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

a 2 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. From

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

c 10 From G.L.) 26867.86 No.

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.

a 10 4.00 to 5.00 meter depth, 521.43 DM

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

13 10 depth) and 1.0 mt for (MH above 3.0 mt depth) 586.61 DM

below Ground Level (Max. 5 unit of DM should be

reduced in this item)

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

14 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

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

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

a 1 bothway 10 mm dia.) From 0 to 2 mt depth (Slab at 5892.86 No

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

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

b 1 bothway 10 mm dia.) From 2 to 3 mt depth (Slab at 8883.93 No

below 1.00 mt. From G.L.)

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

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

c 10 bothway 10 mm dia.) From 0 to 2 mt depth (Slab at 8080.36 No

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

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

d 10 bothway 10 mm dia.) From 2 to 3 mt depth (Slab at 17008.93 No

below 1.00 mt. From G.L.)

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

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

e 10 bothway 10 mm dia.) From 3 to 4 mt depth (Slab at 24776.79 No

below 1.00 mt. From G.L.)

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

15 damaged work shall be well repaired as per

instructions. etc..complete.

a 30 a. 150 mm to 300 mm dia. 1339.29 No.

b 10 b. 400 mm to 600 mm dia. 2232.14 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

16 suitable distance etc..complete as directed. No

payment for M.H. work will be made until pipe is not

cut completely in all respect.

a 5 150 mm to 300 mm dia. 1133.93 No.

b 10 400 mm to 600 mm dia. 1687.5 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

17 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 10 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 20 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 20 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 20 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.9 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

18 5 existing chamber sheet cover, removing the debris 399.96 No.

from chamber and carting the same as directed.

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

19 work site etc. comp. Directed.

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

& Frames Cover : 728mm ø & 100 mm thick circular

cover, 35.00 MT load design, 100x2mm MS flat

allround, 16mm ø plain round bar for lifting the cover

& should be fitted with plastic cups. Frame : 560 mm

ø clear opening, outer size- 888x888x175 mm. On the

a 10 upper periphery of frame 25 x 3 mm wide MS flat 3354.74 Set

should be well embed in concrete to protect the

edges of frame. FRC E.H.D.-35 manhole cover &

frame described as above

F.R.C. Heavy Duty [HD-20] Machinehole Covers -

mm ø clear opening, The dimension of frame and

b 10 cover as per mentioned in Amend No.1 to IS 12592 : 1720.44 No.

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

560mm ø clear opening, The dimension of frame and

c 10 cover as per mentioned in Amend No.1 to IS 12592 : 1255.52 No.

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

Frame- 600 x 450 mm clear opening, The dimension

d 10 of frame and cover as per mentioned in Amend No.1 2254.98 No.

to IS 12592 : 2002 table

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

Frames-560mm ø clear opening, The dimension of

e 10 frame and cover as per mentioned in Amend No.1 to 1915.14 No.

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

20 20 protecting for 7 days etc. complete as directed. M.H. 750 No.

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

Providing Kachha of Pakka Dummy in the following

dia pipes and removing the same after completion of

21 the connection work as directed.

a 20 (A) 100 mm to 300 mm dia. 199.11 No.

b 10 (B) 350 mm to 600 mm dia 302.68 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 type of soil

at any depth including excavation of asphalt

pavement of any thickness,demolition of brick

work in cm of any proportion including stacking of

serviceable materials and disposal of

unserviceable material rtc comp. as directed.

Mazdoor(male) at day/night(r&b sor 2023-

Mazdoor(Female) at day/night(r&b sor 2023-

Fitter/makadam/supervisor at day/night(r&b sor

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

24 400 through out the work with necessary required 79.99 Rmt.

arrangement. The same shall be removed after

completion of work. (Only for break down work from

start to complete)

Structural steel work ( Confirming to IS 4923-

1997)riveted, bolted or welded in builtup for all

typesections, in framed work, including cutting,

hoisting,fixing in position and applying a priming coat

ofapproved steel primer all complete as per

thestructural designs and directions of Engineer

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

work including bending, binding and placing in

26 500 position complete upto floor two level (upto 10 ton) 66.59 Kg

Brick work using common burnt clay building bricks

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

In foundation and plinth in Cement Mortar 1:5.(1-

Cement: 5 -fine sand)(B) Conventional.(R & B Building

27 60 Road Bridge SOR 2021-22 Item Code 06001BA,Item 2566.34 Cmt

No.as per NBO-6.12 page no.64Dist. AHMEDABAD

Providing15mm thick cement plaster in single coat on

Rough (Similar) side of single or half brickwalls for

interior plastering upto floor two level and finished

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

cement:3-sand).

Reinstatement of Asphalt road using the same

29 100 material. 103.57 Smt

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.

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

31 1 electric cutter , breaker etc necessary machineries 5803.57 No

required for this work with out damage and item also

includes carting the same to the AMC store. etc.

comp as directed.

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

32 10 prop M15 at bottom and 15 mm thick cement plaster 3110.8 No

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

out jali etc. comp. as directed.

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

33 10 with frame 600mm x 600mm clear opening etc. 1377.64 No

comp.. As directed by engineer in charge.

Providing, laying and jointing in true line and level

UPVC pipe (SCH-40) of following dia. Including fittings

34 of standard make as approved by Engineer-in-charge.

a 50 15 mm 75.43 Rmt

b 50 25 mm 95.36 Rmt

Providing, supplying & fixing to wall ceiling and floor

6.0 kg. F/Cm2 working pressure polythelene pipes of

the following outside dia. Low density. Complete with

35 special flange empression type fittings. Wall clips etc.

incl. making good the wall ceilling and floor.

Providing and operation dewatering Pump including

fuel charges & operator Charges etc. as directed etc.

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

36 60 payment should be allowed for non working 600 Shift

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

38 60 to run the D.G. Set Do As Directed. 8 Hrs Shift. (No 2800 Shift

payment should be allowed for non working

condition of machinery)

Providing & Supplying JCB Machine on rental basis in

case of emergency situation and break down type

work & also during unavoidable condition as per

instruction of engg. in charge, rate includes all nece.

shifting, fuel and operating charges and stacking of

39 280 useful & non-useful materials separately up to store. 535.71 Hour

(No payment should be allowed for non working

condition of machinery and for pipe line excavation

and laying 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 & 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. in charge, rate

41 20 includes all nece. shifting, fuel and operating charges 2000 HR.

. (No payment should be allowed for non working

condition of machinery)

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

42 5 includes all nece. shifting, fuel and operating charges. 2700 HR.

(No payment should be allowed for non working

condition of machinery)

Providing & Supplying hydra carne Machine of

tone capacity on rental basis in case of emergency

situation and break down type work & also during

unavoidable condition as per instruction of engg. in Per

43 20 charge, rate includes all nece. shifting, fuel and 5500 hr

operating charges. (No payment should be allowed Shift

for non working condition of machinery)

Total Estimated Tender Rs.

Seal and Signature of the Bidder Add. City Engineer

(south west zone)

Date: Ahmedabad Municipal Corporation