Making New Footpath and Footpath Repairing work for the Year 2026-27 at Makarba Gam,Vanjar Gam,azadnagar,Fatevadi and diff Gamtal area,TP Roads and other Required Places in Sarkhej Ward SWZ.

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 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

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 rejected.

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 Dy.C.E.-1

& Stamp (South West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 Month(Excluding Monsoon Period) 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

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.

Contractor's Signature Dy.C.E.-1

& 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.

and 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

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 Dy.C.E.-1

& Stamp (South West Zone)

Name of work: - Making New Footpath and Footpath Repairing work for the Year 2026-27 at Makarba

Gam,Vanjar Gam,azadnagar,Fatevadi and diff Gamtal area,TP Roads and other Required Places in Sarkhej Ward

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 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

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 this

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 earnest money.

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'

(a)General Description Making New Footpath and (a) If several sub works are included the

Footpath Repairing work for the Year 2026-27 at should be detailed in a separate list. The

Makarba Gam,Vanjar Gam,azadnagar,Fatevadi and amount of earnest money to be deposited

diff Gamtal area,TP Roads and other Required shall be in accordance with instruction no.

Places in Sarkhej Ward SWZ.

(b) Estimate Cost: Rs.

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

tendered work. Rs.49,504.00

(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 Dy.C.E.-1

& Stamp (South West Zone)

Tender Fee : Rs 2400.00 Date of submission : 07.04.2026 Time: :18:00 Hrs

Earnest Money : Rs. 99,922.00 Date of Opening : 08.04.2026 Time: 17:00 Hrs

Contractor’s Name & Address :

AMDAVAD MUNICIPAL CORPORATION

South West Zone- Engineering Department

Name of work :- Making New Footpath and Footpath Repairing work for the Year 2026-27 at Makarba

Gam,Vanjar Gam,azadnagar,Fatevadi and diff Gamtal area,TP Roads and other Required Places in

Sarkhej Ward SWZ.

QTY. ITEM RATE PER AMOUNT

Box cutting the road surface to proper slope

and camber for making a base for road work

1 2310 including removing the excavated stuff and 205.35 Cmt

depositing on the road side slope as directed

upto 50Mt.lead.

CONVEYANCE CHARGES-FOR DIFFERENT

TYPES OF MATERIALS (A) lime murrum

2 building rubbish earth manure or sludge &

execavated rock and rubbish [Lime murrum

building rubbish]

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

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

c 11 c) Lead From 2 Km to 3 Km. 296.43 Cmt.

d 2310 d) Lead From 3 Km to 4 Km. 312.45 Cmt.

e 10 e) Lead From 4 Km to 5 Km. 326.73 Cmt.

Providing and laying cement concrete 1:5:10

(1- Cement : 5- Coarse sand : 10- hand

3 770 broken stone aggregates 40 mm nominal 2492.51 Cmt.

size) and curing complete excluding cost of

formwork in (A)Foundation and Plinth

Dismantling the following including loading,

unloading and disposal of unserviceable

material for all lead or as directed by

Engineer-In-Charge and stacking the

serviceable material and backfilling the

resulting trenches and pits complete.

a 200 central verge -kerb stone (AMC sor) 8.00 No

Dismantling tiled or stone floors laid in

mortar including stacking of serviceable

material and disposal of uservicalble

material with all lead and lifts.(R&B SOR

2023-24-Ahmedabadcity, ITEM CODE

20005 Item no.as per NBO 20.23)

Demolition & disposal of unservisable

c 50 material with all lead and lift for 603.23 cmt

unreinforeced concrete. (AMC sor)

Demolition of brick work & stone masonry

including stacking of serviceable materials

and disposal of unserviceable materials with

all lead and lift (1) In cement mortar.(R&B

SOR 2023-24,Ahmedabadcity, ITEM CODE

20003B Item no.as per NBO 20.11)

Demolition including stacking of serviceable

materials and disposal of unserviceable

materials with all lead and lift. (I) R.C.C

work.(R&B SOR 2023-

24,Ahmedabadcity,ITEM CODE 20002 Item

no.as per NBO 20.3)

Extra rate over item of excavation of earth

for excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including

5 demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with

stacking the material as directed. (Based on

Previously approved rate by C E sir )

A 200.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

B 0.20 to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

80.00 complete.

C 0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

10.00 complete.

Providing and laying Cement Concrete 1:3:6

(1-Cement : 3-Coarse sand : 6-Hand broken

6 1.00 stone aggregates 40mm nominal size) and 2976.00 Cmt

curing complete.excluding cost of form work

in(A)Foundation & plinth

Providing and Laying of Rubber Moulded

Paver Block Grey/Coloured 60 mm thick, M-

35 Grade of any size;shape (Usually Uni-

Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for

footpath, parking areas, service lanes

and other areas as mentioned in the

drawing/instruction of engineer in charge.

Cost includes formworks using rubber

mould, Rate providing and laying paver

blocks as per required grading and

specification. The paver block shall be

7 5500.00 mechanically compacted. The work of 501.60 Smt

paving blocks shall be executed in line and

level by skill mason of flooring work only. It

should be laid in such a way that the no

cutting of the paver block to be necessary. if

cutting of paver block necessary then it

should be cut by machine only and carting.

The finished surface of the paver block shall

have resonably good, plain finished. Paver

blocks shall be compacted and shall be relaid

if necessary. Gravel or such type of materials

shall not be allowed for production. Laying

on 5cms thick sand beddding.

Paver Block Providing and laying shot

blasted Non - interlocking, Paver

blocks of specified thickness, size,

grade of concrete and colour machine

made and blasting by automatic shot

blasting machine and high density of

as per approved sample of approved

make for footpath, parking areas,

service lanes,cross over and other

areas as mentioned in the drawing.

Including providing and laying 50 mm

thick averave bedding layer of coarse

8 2200.00 sand below paver block as per smt 669.65

required grading and specification.

Laid paver block shall be

mechanically compacted. The work of

the paving blocks shall be executed in

line and level by skilled mason of

flooring work only. Small size of

paver block with same specification

shall be used at residue or at end. It

should be laid in such a way that the

no cutting of the paver block to be

necessary. If cutting of paver block

shall be required , than cut by machine

only and laying to be done by skilled

flooring mason. The finished surface

of the paver block shall have coarse

sand Texture Finish. Pave blocks shall

be compacted and shall be re-laid if

necessary. Actual laid area shall be

measured and paid without any

wastage. (A) 60 mm thick M-35 grade

Grey Paver block of size 200mm x

200mm.(AMC approved rate)

Supplying and fixing of 300 mm-L x 150 mm-

B x 380 mm-H Kerb Block for Footpath in M-

20 grade using 20 mm nominal size black

trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork

mould with well equipped with vibratory

system for kerb stones of approved design

including curing, etc. complete, including the

cost of formwork etc. complete. The rate

shall also include necessary cutting of

9 2000.00 asphalt, fixing the Kerb stones in line and 350.89 Rmt

level on 5 cm thick sand bedding with

necessary equipments and materials. The

rate shall also include the flush pointing in

CM (1:3) for all joints of the kerbstones.

Filling of zari alone the sides of the kerb

stone fixed with Bituminous concrete mixed

in proper position as directed by Engineer in

change to form a portable mixture. In any

case Gravel or such type of materials shall

not be allowed for production. a)Laying on

cm thick Sand Bedding.

Pre cast concrete kerb Providing and fixing

M25 Grade of concrete precast exposed /

Fair finish / texture finish kerb stones of

approved make as per approved sample of

any size and any type. Kerbs shall be fixed on

the foundation prepared as per approved

design. The rate shall also include for

erecting and fixing the pieces in position for

complete kerb system with chamfered type

of kerbs including necessary accessories of

10 1500.00 kerb like radius kerbs, angles and quadrant 912.50 Rmt

kerbs, droplet kerbs etc. complete as per

drawing. Kerb shall be fixed as paper joint

without any jointing material. However

cement mortar shall be provided at the

backside of kerb stone joint. (Sample must

be approved) Cost of excavation, cutting

base , side filling shall includes as directed

engineer - incharge in above item

description as per BOQ (b) 380 x 600 x

mm high Footpath kerb.

Labour work for fixing Interlocking Blocks /

any kind of pavement on up to 50 mm thick

11 1000.00 sand bedding, levelling, watering and fixing 68.64 Smt

in line & level as well cleaning the site

etc.comp. as directed.

Labour work of fixing Kerb any design of

central verge, (both side) footpath kurb,

items includes necessary excavation, asphalt

cutting of any thickness, erecting in line and

12 100.00 position and pointing with cement mortar 136.40 Rmt

(1:3), watering, etc complete, filling with zari

along the side of the kurb, the kurb stone fix

prepared with bitumnious top surface, as

directed by engineer in charge.

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.

13 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

a 60.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 20.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 50.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

Constructing Chamber of following size

including excavation, refilling, BBCC (1:5:10)

for foundation, C.C.Channel (1:2:4), finished

14 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 0.0 to 0.90 meter

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

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

Covers & Frame- 600 x 450 mm clear

17 45.00 opening, The dimension of frame and cover 2254.98 No.

as per mentioned in Amend No.1 to IS

Constructing Bombay Pattern Type Catch Pit

of size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick

brick maso. wall in the prop. of CM (1:6) with

40 mm thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement plaster

inside the catch pit in the proportion of CM

(1:3) with out jali etc. comp. as directed.

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.

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)

20 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)

a 250.00 300 mm internal diameter 888.37 Rmt.

Hiring Charges For J.C.B.Machine Inclduing

Cost Of Fuel, Operator, Dirver Etc..

Hiring of Tractor with trolley considering

Hrs. As working Day hours inclu. Driver

(GWSSB SOR-2022-23 Section-2E-

Miscellenous Item No.7)

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 Manholeseat cover etc..completed. of

Size 1.00 X 1.40 meter (Inside Clear,M.H.

length should be parallel to the flow, for

pipe dia <= 800 mm) (Based on Drainage

1.00 to 2.00 meter depth, (Slab at Ground

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

sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any

24 convenient time. All damaged work shall be

well repaired as per instructions.

a 50.00 a. 150 mm to 300 mm dia. 1339.29 Nos.

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

25 150.00 should be allowed for non working condition

of machinery and for pipe line excavation

and M.H. work. Allowed only for break

Excavation for pipe line trenches for

sewerage line, manhole etc all with shoring

and struting if required as per required

gardient and line including safety provisions

26 using site railes and stacking excavated stuff

including upto all required lead cleaning the

site etc. Complete for all leads and strata as

specified. (GWSSB SOR-2022-23, page

no:32, section: 1& 2 B labour, Item no:1)

a Excavation upto 1.5mt depth

360.00 In all sorts of soil and soft murrum 84.10 cmt

b Excavation upto 1.5 to 3.0mt depth

1.00 In all sorts of soil and soft murrum 92.60 cmt

150.00 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

27 including cautionary board etc. Item also 79.99 rmt

includes for making temporary sufficient nos

of lighting arrangement through out the work

with necessary required rrangement. ..The

same shall be removed after completion of

work. (Only for break down

work from start to complete)

Providing lying spreading and compacting

graded stone aggregate to wetmix macadam

specification including premixing the

material with water at OMC in mechanical

28 mix plant carriage of mixed material by

tipper to site, laying in uniform layers in sub

base . base compcting with prepared surface

and achieve the desired density as per codal

347.00 Production & supply of WMM 1708.13 cmt

Supplying, labour for excavation of all type

of soil at any depth including excavation of

asphalt pavement of any thickness,demolition

29 of brick work in cm of any proportion

including stacking of serviceable materials

and disposal of unserviceable material rtc

comp. as directed.

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

24,sr.no.1051,code no.L022) 493.00 No

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

24,sr.no.1050,code no.L021) 450.00 No

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

sor 2023-24,sr.no.1043,code no.L014) 640.00 No

(in words also)

CONTRACTOR'S SIGNATURE DY.CITY ENGINEER-1

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South West Zone, Zonal Office", Tushar Deshmukh bhavan Ahmedabad.

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors .

1 Name of work Making New Footpath and Footpath Repairing work for the Year

2026-27 at Makarba Gam,Vanjar Gam,azadnagar,Fatevadi and diff

Gamtal area,TP Roads and other Required Places in Sarkhej Ward

2 Time Limit 12 Months (Excluding Monsoon Period)

3 Eligibility Criteria Register “D” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

4 Estimated Cost put to

5 Earnest Money Deposit Rs.99,922.00 (Demand Draft, Pay order, Bank Guarantee (As per

finanance circular No 56) or Cheque in favour of Municipal

Commissioner, Ahmedabad) To be submitted as prescribed in

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 1. @ 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.2400/-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) , Ahmedabad Municipal

Corporation, Late Shree Tushar Deshmukh Bhavan, Nr. Shelby

hospital, Opp. karnavati Club, S.G. highway, Jodhpur, Ahmedabad-

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

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

10 Last date of receiving Dt. 08.04.2026 up to 16:00 Hrs The tenders received after

Tenders. this date and time will not be entertained under any

11 Date of Opening Dt. 08.04.2026 at 17.00 Hrs to Assistant Manager "South

west Zone Shree Tushar Deshmukh Bhavan, Nr. Shelby hospital,

Opp. karnavati Club, S.G. highway, Jodhpur, Ahmedabad-380015

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

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

Documents submission of the tender.

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

Specification shall be applicable.

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Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all the

tenders without assigning any reasons thereof.

Seal and Signature of the Bidder DY. City Engineer-1

(South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (Hereinafter called “the Employer”) invites sealed

Tender document from reputed and qualified bidders for the construction of Works detailed in

the Table below:-

Sr. Name of Works Approximate value Bid Security Completion

No. of works (Rs.) (Rs.) Period

1 Making New Footpath and Footpath Rs.99,92,100.39 Rs.99,922.00 12 Months

Repairing work for the Year 2026-27 at (Excluding

Makarba Gam,Vanjar Monsoon

Gam,azadnagar,Fatevadi and diff Gamtal Period)

area,TP Roads and other Required

Places in Sarkhej Ward SWZ.

2. Tender (a complete set of bidding document) fee shall be Rs. 1500/- in the form of Demand Draft

/ Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER, Ahmedabad,

payable at Ahmedabad, which shall be non refundable. The fees shall be paid at the time of

submitting the tender.

3. Interested bidders shall download the tender documents from website http://amc.nprocure.com

and http://nprocure.com. up to Dt. 08.04.2026 at 16:00 hrs tender fee as mentioned in clause

above shall be paid by the bidder at the time of bid submission.

4. All bids must be accompanied by Bid Security of the amount specified for the Works in the above

Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL CORPORATION,

Ahmedabad. Bid Security will have to be in any one of the forms as specified in Clause of ITB

(Instructions to Bidders).

All Bids must be delivered to Assistant Manager "South West Zone, Zonal Office", Late Shree

Tushar Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati Club, S.G. highway, Jodhpur,

Ahmedabad-380015.

Seal and Signature of the Bidder DY. City Engineer-1

(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 on availably of labour force. In case progress is delayed,

contractor shall be penalized 0.1% of Tender amount per day for work done after time limit,

maximum up to 10% for remaining work.

5. Bitumen rate difference will be paid as per tender conditions, if applicable.

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. Exluding GST as per As

per circular no 38 Date 21.11.2022of finance department of Ahmedabad Municipal Corporation .

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.

15. 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'

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

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

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. Total Station Survey of Central line marking, different utilities, trees, encroachment etc:-

The contractor have to carry out total station survey of each roads included in the tender showing

central line of the road, location of Machine holes, Catchpits, Trees, Temples, Power Distribution

Boards, Encroachments etc. before starting the work on site. Contractor shall have to submit such

survey report and drawing to AMC

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)

SPECIFICATIONS OF MATERIALS – CIVIL

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 THE WORK:- Making New Footpath and Footpath Repairing work for the Year 2026-27 at

Makarba Gam,Vanjar Gam,azadnagar,Fatevadi and diff Gamtal area,TP Roads and other Required Places

in Sarkhej Ward SWZ.

Item No.1: Box cutting the read surface in all sorts of soil, murrum to proper slope & camber for

making a base for road work including removing the excavated stuff & depositing on the road

side as directed upto 50.00 mt. Lead.

Any soil which generally yields to the application of pickaxes and shovels, spades, rakes or any

such ordinary excavating implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls

under this category. For materials and workmanship for earthwork and excavation, relevant

specification IS: 3764 & IS 1200 (Part I) shall be followed.The depth of the excavation shall be as

per the item description.

Clearing the Site:

The site where the Development has to be carried out shall be cleared and all obstructions, loose

stones, materials and rubbish of all kind, bush; wood and all type trees shall be removed, as

The materials so obtained shall be the property of the Client and shall be conveyed and stacked as

directed, within 50-m. lead. The roots of the trees coming in the sides of the trenches shall be cut

and coated with hot Bitumen.

All types of trees, woods etc. which requires prior permission of Govt./ Forest Authority /

Municipal Commissioner, before cutting shall be cut after obtaining such permission from them. It

shall be the Client's responsibility to obtain such permission from the respective authorities.

The rate of site clearance is deemed to be included in the rate of earthwork, for which no extra will

After cleaning the site, the centerline of the central verge & other constructions will be given by the

Engineer-in-charge. The Contractor shall assume full responsibility for alignment, elevation and

dimension of each and all parts of the work. Contractor shall supply labours, materials, etc. required

for setting out the reference marks and bench marks made of MS angle iron and embedded in 1:2:4

CC.They shall maintain the same as long as required and directed.

The excavation shall be carried out in true line and level and shall have the width and depth, as

shown in the drawings or as directed. The Contractor shall do the necessary shoring and strutting or

shall provide necessary slopes to a safe angle or steps, as required or directed, at his own cost. No

extra payment shall be made for such precautionary measures, taken. The bottom of the excavated

area shall be leveled both longitudinally and transversely, as directed, by removing excess soil and

watering, as required. No earth filling will be allowed for bringing it to level, if by mistake or any

other reason, excavation is made deeper or wider than shown on the drawings or as directed. The

extra depth or width shall be made up with sand filling, as specified for the bottom level of the

subsequent finishing at the cost of the Contractor or as directed by Engineer-In-Charge.

The Contractor shall at his own expense and without extra charge make provision of supporting all

utility services, lighting the excavated areas, separating and stacking serviceable materials neatly,

shoring, timbering, strutting, bailing out water either sub-soil or rainwater, including pumping at

stage of the work. Excavated areas shall be kept free of water while masonry or concrete or relevant

base works are in progress and till the Engineer-in-charge considers it necessary.

Disposal of the Excavated Stuff:

The excavated stuff of the selected type shall be used in filling the excavated areas wherever

required inlayers, including ramming and watering, ensuring proper compaction etc. complete.The

Contractor shall remove the balance of the excavated quantity from the site of work, to a place,as

directed and for all lift.The lead is the shortest practical route and not necessarily the route actually

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

Mode of Measurement and Payment:

The measurement of excavation of excavated area shall be made according to the sections shown

on the drawing or as per sections given by the Engineer-in-charge. No payment shall be made for

surplus excavation made in excess of above requirements or due to stepping and sloping back as

found necessary, on account of conditions of soil and requirements of safety. The rate shall include

for clearing the site, surface dressing, making layout for road, fixing permanent grid points with MS

iron posts, embedded in C.C. 1:2:4, placed sufficiently away from the existing traffic lines and

establishing bench marks etc.The rates shall include for necessary shoring, timbering and strutting

for protection of sides of the excavated area, pumping out rain or surface water at any stage of

construction so as to keep the excavated area dry, to the satisfaction of the /Engineer-in-charge.

The rate shall include leveling and ramming the bottoms of excavations to receive concrete, etc.

including trimming to slope wherever necessary etc. complete.In filling clods bigger than 50 mm.

shall not be allowed. Only consolidated measurements of filling shall be paid. Consolidation to be

done by mechanical compactor as per relevant item.

Item No.2 : CONVEYANCE CHARGES-FOR DIFFERENT TYPES OF MATERIALS (A)

lime murrum building rubbish earth manure or sludge & execavated rock and rubbish

[Lime murrum building rubbish]

The surplus earth, which is left on site after refilling and proper watering of the trenches,

shall be carted away up to a distance within lead upon kmts. All surplus earth should be carted

away immediately after the instruction or orders of the engineer in charge within 24 hours. The

surplus earth shall be spread at the site shown where it is carried. If the work is not carried out by

the contractor as above AMC may carry out the same at the risk and cost of contractor and the

same may be deducted from the dues to the contractor in any form.The measurement of the surplus

earth shall be paid for as per arithmetical calculations. Nothing extra shall be paid for the bulk age

of the excavated earth.

The rate shall be for a unit of Cmt.

Item No.3 : Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse sand : 10-

hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of

formwork in (A)Foundation and Plinth

1.1 Water shall conform to M-1, Cement shall conform to M-5. Sand shall conform to M-10. Stone

aggregate 40 mm. Nominal size shall conform to M-12.

2.0 Workmanship :

2.1 The relevant specification of item No 5.3.2.(A) shall be followed for the work except that the work

is to be carried out in cement concrete 1:5:10.

3.0 Mode of measurement and payment :

3.1 The concrete shall be measured for its length, breadth and depth. Limiting dimensions to those

specified on plans or as directed.The rate shall be for a unit of one cubic meter.

Item No.4 : Dismantling the following including loading, unloading and disposal of unserviceable

material for all lead or as directed by Engineer-In-Charge and stacking the serviceable

material and backfilling the resulting trenches and pits complete.

Dismantling the following including loading, unloading and disposal of unserviceable material for

all lead or as directed by Engineer-In-Charge and stacking the serviceable material and backfilling

the resulting trenches and pits complete.

Item No.5 : Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC

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

Reinforcement etc.comp. with stacking the material as directed. (Based on Previously

approved rate by C E sir ) a) up to 0.20 meter thickness (By Manual) b) 0.20 to 0.30 meter (By

any type of Breaker 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.Cutter machine including cost of operator, fuel, & transportation etc complete.

Extra rate for excavation of asphalt pavement for thickness Upto 0.20 Meter including

demolishing the asphalt carpet, metal, soiling etc. complete by Manualy And For thickness from

0.20 Meter to 0.30 Meter By Breaker Machine with stacking the materials as directed. Cost of

operator, Fuel, & Transportation Etc is Included for Asphalt Cutting By Breaker Machine. The road

surface of asphalt shall carefully be opened to full width as directed by the Engineer in charge

Asphalt, popada's spouls, metals etc shall be separately deposited in such places as may be

determined by the Engineer-in-charge. In case above materials not being so deposited or being

mixed up with the excavated materials will not be allowed for refilling. The cost of materials shall

be charged from the contractor. The decision of the Dy.C.E. Shall be final and binding to the

The rate per sq.mt. in this item shall be paid extra addition to the rate for excavation

Mode of measurement: The rate shall be for a unit of Smt. Basis..

Item No.6 : Providing and laying Cement Concrete 1:3:6 (1-Cement : 3-Coarse sand : 6-Hand

broken stone aggregates 40mm nominal size) and curing complete.excluding cost of form

work in(A)Foundation & plinth

3.2 Water shall conform to M-1, Cement shall conform to M-3. Sand shall conform to M-6. Stone

aggregate 40 mm. Nominal size shall conform to M-12.

4.0 Workmanship :

4.1 The relevant specification of item No 5.3.2.(A) shall be followed for the work except that the work

is to be carried out in cement concrete 1:5:10.

5.0 Mode of measurement and payment :

5.1 The concrete shall be measured for its length, breadth and depth. Limiting dimensions to those

specified on plans or as directed. The rate shall be for a unit of one cubic meter.

Item No.7 : Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm

thick, M-35 Grade of any size ; shape (Usually Uni-Paver Blocks) using black trap good

quality aggragate of 20 mm nominal size for footpath, parking areas, service lanes and

other areas as mentioned in the drawing / instruction of engineer in charge. Cost includes

formworks using rubber mould, Rate providing and laying paver blocks as per required

grading and specification. The paver block shall be mechanically compacted. The work of

paving blocks shall be executed in line and level by skill mason of flooring work only. It

should be laid in such a way that the no cutting of the paver block to be necessary. if cutting

of paver block necessary then it should be cut by machine only and carting. The finished

surface of the paver block shall have resonably good, plain finished. Paver blocks shall be

compacted and shall be relaid if necessary. Gravel or such type of materials shall not be

allowed for production. Laying on 5cms thick sand beddding.(AMC approved Rate )

The scope of work includes manufacturing, supplying and laying of precast paver blocks at various

Retail outlets. The work includes :Verification of the existing site condition and advising our

project in charge to lay suitable base course if required.

Contractors are required to satisfy themselves with quality of sub grade, sub -base course before the

paver blocks are laid and suggest strengthening if required.

Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver

blocks.Manufacturing of paver blocks in your plant as per requirements in technical specification

enclosed.Supplying of paver blocks at site, including handling at both ends.

Laying of paver blocks at site as per requirement in technical specification, within shortest possible

time the site is public place hence care should be taken to ensure that the routine activities shall not

be disturbed. The job of laying may required to be carried out during night also.

Testing of paver blocks through reputed Govt./Non Govt. Test house and submission of test results

as per requirements in Technical Specifications. AMC reserves the right to carryout test at random.

Cost for such tests to be borne by party.The contractor shall guarantee that all material and

components designed, fabricated, supplied and laid by him shall be free from any type of defect due

to faulty material and/or workmanship/erection for a period of 5 year from the date of completion

of work. However, the contractor 5 years shall render free mintenance.

TECHNICAL SPECIFICATIONS :

I) Paver Block Manufacturing Facilities :

The Paver Block shall be made in factory with following minimum facilities :

1.1 Concrete Block making Machines :

The machine should be capable of producing high quality Paver Blocks by obtaining high level of

compaction by application of hydraulic compaction and also by high intensity vibration to the

moulds. The machine should have automatic control panel for uniformity in strength.

1.2 Concrete Batching & Mixing Plant : (Not essential)

The concrete Mix Design should be followed for each batch of materials. The concrete ingredient

should be mixed in concrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The

plant should equipped with automatic control panel for maintaining water cement ratio from batch

to batch to obtain concrete of uniform quality and strength.

The plant should be equipped with adequate mechanism for mechanized loading of raw materials

into mixer and conveyor belt for transportation of concrete from mixer to concrete block making

machine to maintain quality of wet cement.

The factory should have well designed curing area to ensure adequate curing of paver

1.4 Laboratory (Desirable but not essential) :

The factory should have the following:

Compression testing machine of adequate capacity.

Other tools and equipment for testing raw materials and paver blocks.

(1). Systematic record of test results of various paver blocks manufactured in the factory.

(2). Concrete Mix Design for various grade of concrete used for making of paver blocks.

II) SPECIFICATIONS FOR COLOURED PAVER BLOCKS :

Coloured concrete paver blocks shall be manufactured as per attached specifications using

approved colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with

minimum colour pigment of 3% by weight of cement. The colour shade shall be “RED” as selected

by AMC before commencement of the work. White cement shall be used for colored pavers to

obtain the desired colour shade. The job also includes providing 50 mm thick sand bedding to

match the shade of the paver block.

The colour of the paver block shall be guaranteed against fading of colour for period of 12 Months

(Excluding Monsoon Period)from the date of laying of the same at site.

All other technical specifications & Procedure for testing, laying & sampling of coloured pavers

will be as per attachment.

III) PAVERS BLOCK CHARACTERISTICS :

The concrete pavers should have perpendicularities after release from the mould and the same

should be retained until the laying.

The surface should be reasonably smooth and of anti skid and anti glare type.

The paver should have uniform chamfers to facilitate easy drainage surface run off.

The pavers should have uniform interlocking space of 2mm to 3mm to ensure compacted sand

filling after vibration on the paver S urface.

The concrete mix design should be followed for each batch of materials separately and

automatic batching plant is to be used to achieve uniformity in strength and quality.

The pavers shall be manufactured in single layer only.

Skilled labour should be employed for laying blocks to ensure line and level of laying, desired

shape of the surface and adequate compaction of the sand in the joints.

The pavers shall be of cement gray colour without any pigment & for coloured pavers refer

“specifications for coloured pavers.”

The pavers are to be skirted all round with kerbing using solid concrete blocks of size 150mm X

250mm X 380mm. The kerbing should be embedded for 100mm depth. The concrete used for

kerbing shall be cured properly for 7 days minimum.

IV) Paver Block Dimensions :

Thickness 60mm Shape Unirregular (Uniform Shape with no Hollow Or Cracks) Uni, I shape, tri

hex or directed by Dy .C.E.

Chamfer 4mm to 6mm along top edges Colour Natural cement grey colour without use of any

For coloured pavers refer “specifications for coloured pavers”

(+/-) 2mm for length & width,(+/-) 3mm for Height (Thickness)

V) Testing of Paver Blocks :

SR.NO.* TEST SPECIFICATION Average Values (Average of Minimum Five Samples/Site)

1. Compressive Strength Min. 35 N/Sqmm for 60mm thick

2. Flexural Strength Minimum 4.5 N/Sqmm

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

5. Minimum Cement Content 380 Kg/Cum (Not Essential)

* Sampling and Testing procedure as per enclosed specifications

SAMPLING AND TESTING PROCEDURES FOR PAVER BLOCKS.

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Essential – Minimum 2 Blocks per 10000 bocks..

1. Sampling For Testing

Sampling for testing of paver blocks shall be done in accordance with Appendix-A.

Compressive Strength

Testing for compressive strength shall be undertaken in accordance with Appendix-B.

The average compressive strength of the bocks tested shall be Min. 35 N/Sqmm.

Sampling of Paver blocks.

Method of sampling :

Before laying paver blocks, each designated section comprising not more than

blocks, shall be divided into ten approximately equal groups. Three blocks shall be drawn

from each group.Marking and identification :

All samples shall be clearly marked at the time of sampling in such a way that the designated

section of part thereof, and the consignment represented by the sample, are clearly defined. The

sample shall be dispatched to the approved test laboratory taking precaution to avoid damage to the

paving in transit. Protect the paving from damage and contamination until they have been tested.

The testing shall be carried as soon as possible, after the sample has been taken. As soon as

practicable after sampling. The samples shall be stored in water at 20 degree C ± 5 degree C for

hours prior to testing.

The mode of measurement shall be on Smt. basis.

Item No.8 : Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for

Footpath in M-20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks, reasonably exposed finish/ formwork , mould with well

equipped with vibratory system for kerb stones of approved design including curing, etc.

complete, including the cost of formwork etc. complete. The rate shall also include necessary

cutting of asphalt, fixing the Kerb stones in line and level on 5 cm thick sand bedding with

necessary equipments and materials. The rate shall also include the flush pointing in CM

(1:3) for all joints of the kerbstones. Filling of zari alone the sides of the kerb stone fixed with

Bituminous concrete mixed in proper position as directed by Engineer in change to form a

portable mixture. In any case Gravel or such type of materials shall not be allowed for

production. (AMC approved Rate )a) Laying on 5 cm thick Sand Bedding.

Trenches of specified width and depth shall first be mode along the edges of the wearing course

of the road or along the line of pave block flooring to receive the restraint block.

The bed of the trenches shall be compacted manually with steel rammers or a firm and even surface

and then stones shall be set in sand bedding

The edge restraint blocks shall be laid with their length running parallel to the paving edge, true in

line and gradient.

The joints of blocks shall be not more than to mm and filled with the CM 1:2 (1 cement : 2 fine

sand/) which shall be cured for 7 days.

The edge shall be restored and all surplus earth including rubbish etc. disposed off as directed by

the engineer in charges.

Length of the finished work shall be measured in running meter along the edge of the paving

correct to a cm. Rate The rate shall include the cost of the materials and labour including stone of

specified materials involved in all the operation described above.

The mode of measurement shall be on Rmt. basis.

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair

finish / texture finish kerb stones of approved make as per approved sample of any size and

any type. Kerbs shall be fixed on the foundation prepared as per approved design. The rate

shall also include for erecting and fixing the pieces in position for complete kerb system with

chamfered type of kerbs including necessary accessories of kerb like radius kerbs, angles and

quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed as paper joint

without any jointing material. However cement mortar shall be provided at the backside of

kerb stone joint. (Sample must be approved) Cost of excavation, cutting , base , side filling

shall includes as directed engineer - incharge in above item description as per BOQ (b)

mm high Footpath kerb*600*150mm

Material: (1) Water shall conform to M-1. (2) Cement shall conform to M-3. (3) Sand shall

conform to M-6. Stone aggregate shall conform to M-12 (5) Pre cast kerb shall be of approved make and as

per approvedsample.

1.0 Workmanship :

All Precast exposed/ fare finish/ texture finish kerb stones shall be of approved make.Sufficient

curing shall be done before placement of the same.

The method of transporting and placing the precast members shall be as approved by

theArchitect and Engineer-in-charge. Members shall be so transported that no breakage orundue

stresses are induced in them.

The pits of the size 0.15 M in width and 0.23 M. in depth or as per site condition shall first be

excavated, true to line and level. The specifications for excavation shall be followed as per relevant

The pits shall be filled with a layer of 0.15 M. thick lean concrete M15. The kerbs shall be laid

on existing PCC base in true line and plumb. The specifications for PCC work shall be followed as

per relevant item.

The rate shall also include for erecting and fixing the pieces in position for complete Kerb

systems with Chamfered type of kerbs including all type of necessary accessories of kerb like

Radius Kerbs, Angles and Quadrant Kerbs, inlet kerb etc complete as per drawing.

The rate shall also include the flush pointing in CM (1:2) for all joints of the kerb stones.

Mode of Measurement & Payment:

The rate shall include the cost of material and labour for fixing the kerb system including laying,

jointing and finishing but excluding the cost of excavation, bitumen cutting, base PCC, zari filling

with bitumen material.

The Measurement of the item shall be in Rmt basis.

Item No.10 : Labour work for fixing interlocking blocks / any kind of pavement on up to

50 mm thick sand bedding, leveling, watering and fixing in line & level as well cleaning the

site etc. comp. as directed

Specification as per Item No. 14 only work as mentioned in Abstract.

Item No.11 : Labour work of fixing Kerb any design of central verge, (both side) footpath

kurb, items includes necessary excavation, asphalt cutting of any thickness, erecting in line

and position and pointing with cement mortar (1:3), watering, etc complete, filling with zari

along the side of the kurb, the kurb stone fix prepared with bitumnious top surface, as

directed by engineer in charge.

Work shall be carried out as per item description including cost of all labour and materials etc.

complete as directed. General standard practice of laying of paver block is applicable.

The measurements shall be on SMT basis.

Item No.12 : 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.

(B) up to 0.35mt. (@ Four Coarse)

This item relates to repairing work of above item of machine hole with fixing existing seat at

top & fixing pre-cast FRC cover (medium duty) repairing up to 2.00 mt. depth. This item relates to

repairing existing machine hole of 1.40 x 1.00 or 1.00 x 0.75 mt. size with removing first existing

seat & cover including demolishing existing loose masonry work up to from GF level to depth if

specified & up to same height brick work in CM 1:5 shall be completed & after of that work

plastering work in CM 1:3 shall also be done. Rate including fixing existing or new (if not there)

C.I. steps shall fixed at time of masonary work. After completion of brick work & plastering same

machine hole seat & cover fixing at top & casted it in C.C. 1:2:4 etc. Measurements shall be given

on no. of basis up to 2.00 mt. depth work.

For detailed specification refer R & B Department booklet for General Technical Specification for building

Items also includes:

1. Proper Barricading to avoid accidents.

2. Removal of debris from site.

3. Compaction of Bitumen by Roller.

4. Applying tack coat before laying of Hotmix material.

The mode of payment for this item shall be on No. Basis.

Item No.13 : Constructing Chamber of following size including excavation, refilling, BBCC

(1:5:10) for foundation, C.C.Channel (1:2:4), finished 15 mm thick cement plaster inside in

CM 1:3, finishing with cement slurry, Brick masonary in CM 1:5 & excluding the cost of

chamber seat cover etc.completed.

a) 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter

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. (Based on Drainage SOR 2009-10)

(A) 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia <=150mm. (Drainage

SOR 2009-10, P.H.E.Chamber, Item No.243 Page No. 63)

(B) 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter for pipe dia <=230 mm (Drainage

SOR 2009-10, P.H.E.Chamber, Item No.241 Page No. 63)

(C) Chamber seat cover (FRC) cover 706 x 556 x 50 mm rectangular cover frame size 600 x 450 mm

clear opening outer size 816 x 666 x 100 mm

Mode of measurement:

The rate shall be for a unit of No. basis.

Item No.14 : Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

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

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

d) 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

Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed. (Based on rate of central

(A)FRC heavy duty cover size 730 mm. & 90 mm thick circular cover 20 M.T. design load and frame size

mm clear opening size 890 x 890 x 120 mm.

(B)FRC heavy duty cover size 730 mm. & 90 mm thick circular cover 20 M.T. design load and frame size

mm clear opening size 890 x 890 x 120 mm.

Mode of measurement:

The rate shall be for a No. basis

Item No.15 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt

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

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

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

For detailed specification refer clause No. 24.44.1 of R & B Department booklet for General

Technical Specification for building works

• Extra Depth of Catch pit size 600mm x 600mm for every additional depth of 100 mm or Part

thereof beyond 1000mm depth upto 1500 mm depth

For detailed specification refer clause No.24.46 of R & B Department booklet for General Technical

Specification for building works.

Mode of measurement and payment

The contractor shall be responsible for any loss or damage to the catch pit up to the end of work. He

shall also be responsible for the cleaning all bituminous material from the catch pit.

The rate shall be for a unit of one No.

Item No.16 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.

For detailed specification refer clause No. 24.35 of R & B Department booklet forGeneral Technical

Specification for building works.

The contractor shall be responsible for any loss or damage to the catch pit up to the end of work. He

shall also be responsible for the cleaning all bituminous material from the catch pit.

The rate shall be for a unit of one No.

Item No.17 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)

a) 300 mm internal diameter

Providing & Supplying ISI Standard RCC pipes (of OP 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. inlcuding conveyance from store to site of work labour giving hydraulic testing and all

necessary testing as per IS code .(GWSSB SOR-2022-23, page no:15, Item no:10.2.A & 10.3 &

section part 1&2 B labour section, item no:11.B) (RCC pipe Horizontal cast) 300 mm internal

The mode of measurement shall be on Rmt. basis.

Item No.18 Hiring Charges For J.C.B.Machine Inclduing Cost Of Fuel, Operator, Dirver

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge

and/or his authorized representative.

Mode of measurements shall be on HR basis.

Item no.19 Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu.

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge

and/or his authorized representative.

Mode of measurements shall be on Day basis.

Item no 20 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 Manholeseat cover etc..completed. of Size 1.00 X 1.40 meter (Inside

Clear,M.H. length should be parallel to the flow, for pipe dia <= 800 mm)

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

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

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

Item no.21 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.

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.

Item no.22 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)

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.

Item No 23 Excavation for pipe line trenches for sewerage line, manhole etc all with shoring

and struting if required as per required gardient and line including safety provisions using

site railes and stacking excavated stuff including upto all required lead cleaning the site etc.

Complete for all leads and strata as specified.(1) Excavation upto 1.5mt depth( In all sorts of

soil and soft murrum), (2)Excavation upto 1.5 to 3.0mt depth(In all sorts of soil and soft murrum)

Excavation for pipe line trenches for sewerage line, manhole etc all with shoring and struting if

required as per required gardient and line including safety provisions using site railes and stacking

excavated stuff including upto all required lead cleaning the site etc. Complete for all leads and

strata as specified. (GWSSB SOR-2022-23, page no:32, section: 1& 2 B labour, Item no:1)

The mode of measurement shall be on Cmt. basis.

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'S SIGNATURE DY.CITY ENGINEER-

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

will be applied.

Seal and Signature of the Bidder DY. City Engineer-1

Date: (South West Zone)