Raising Of Machinholes with new technology method and Reparing of Machinehole,Chamber,Catchpit and changing Sheet,cover on Different T.P.Road In Which Complain coming From CCRS Drainage and other Complain in Vejalpur Ward South West Zone.

Name of Work: - As per name of the work mentioned in Tender.

*Special condition of contract for Item_(Providing and laying of interlocking grey paver blocks

unishape of high density 60 mm thick...)mentioned in Technical volume.

● Successful bidder of this tender shall have to purchase 50% of total quantity of paver block from

Amdavad Enviro Projects Pvt. Ltd. The paver blocks shall be as per tender BOQ & tender

specifications. Payment of such 50% Quantity shall be made to Amdabad Enviro Projects

Pvt.Ltd. directly by the successful bidder on mutual agreement of rate between successful

bidder & Amdabad Enviro Projects Pvt. Ltd. AMC shall not be responsible for any kind of dispute

between Amdabad Enviro Projects Pvt. Ltd. & successful bidder or this tender. The successful

bidder will be paid by AMC as per tender BOQ item rate + premium.

● The quality, size, shape, compressive strength & other technical parameter of paver Block shall

be as per IS standards & tender specification and shall be completely successful bidder's

responsibility.

● If in case of failure of paver Block or if Paver Block are not as per the standards, the same shall be

rejected. Successful bidder shall remove such failed paver blocks immediately form site and fix South

paver blocks as per standards.

● The successful bidder shall produce a certificate /bill from Amdabad Enviro Projects Pvt. Ltd.

showing quantity of Paver Block which should be minimum 50% of total quantity.

1. All the relevant causes mentioned in the Tender which are related to above clauses shall be read as

mentioned in above AMENDMENT.

2. The above Amendment shall be Part of Tender document & shall be bound to Contractor and shall

be submitted along with other tender documents with duly signed and stamped.

Seal and signature of the bidder Additional City Engineer

Date :- AHMEDABAD MUNICIPAL CORPORTION

Tender Fee : Rs 900.00 Date of submission : 05/06/2026 Time:16:00 Hrs

Earnest Money : Rs. 14908.00 Date of Opening : 06/06/2026 Time:17:00 Hrs

Contractor’s Name & Address :

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

SOUTH WEST ZONE

Name of Work :- Raising Of Machinholes with new technology method and Reparing of

Machinehole,Chamber,Catchpit and changing Sheet/cover on Different T.P.Road In Which

Complain coming From CCRS Drainage and other Complain in Vejalpur Ward South West Zone.

QTY Item Description Per Amount

1 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.

a 62 up to 0.20 meter thickness (By

Manual) 71.10 Smt

b 90 Up to 0.30 meter (By any type of

Breaker Machine or R.C.C.Cutter

machine including cost of operator,

fuel, & transportation etc complete. 177.76 Smt

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. (R&B

2021-22 Statement No.5 Page no.5 & RA

Approved St.Com.Res

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

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

c 1 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 1 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 200 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

3 Repairing damaged M.H. and rasing

M.H. up to road level incl. removing

damaged brick work and repairing by

brick masonry in C.M. 1:5 and plaster

in C.M. 1:3 and fixing C.I. steps and

existing MH sheet cover, removing

the debris from MH and carting the

same as directed.

a 80 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 60 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 30 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 20 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 No.

4 5 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

5 Providing F.R.C. MH seat cover incl.

carting to the work site etc. comp.

20 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

b 40 F.R.C. Heavy Duty [HD-20]

Machinehole Covers - 560 mm ø clear

opening, The dimension of frame and

cover as per mentioned in Amend

c 40 F.R.C. Medium Duty [MD-10]

Machinehole Covers - 560mm ø clear

opening, The dimension of frame and

cover as per mentioned in Amend

d 30 F.R.C. Medium Duty [MD-10]

Chamber Covers & Frame- 600 x

mm clear opening, The dimension of

frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

e 20 F.R.C. Light Duty [LD-2.5]

Machinehole Covers & Frames-

560mm ø clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS

6 50 Carting and Fixing M.H., Chamber or

Catchpite Seat and Cover in line and

level to match exisisting road level in

C.C. 1:2:4 and finishing smooth,

watering and protecting for 7 days

etc. complete as directed. M.H. seat

cover will be supplied byA.M.C.(from

7 50 Constructing Bombay Pattern Type

Catch Pit of size 0.60 x 0.60 depth up

to 1 mt including excavation, B.B.C.C.

(1:5:10), 23 cms thick brick maso. wall

in the prop. of CM (1:6) with 40 mm

thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement

plaster inside the catch pit in the

proportion of CM (1:3) with out jali

etc. comp. as directed. (AMC

approved Rate )

8 50 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. (AMC

approved Rate ) 1377.64 No

240 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)

70 Raising of Existing manhole. Item

includes, cutting of existing road

surround by Manhole by dimond

cutter machine, dismantling of road

in confined area by breaker machine

and carting of dismantled material.

Item also included necessary brick

work to raise the manhole at road

level in CM 1:3. Item also included

fixing of Manhole frame at exact road

level by using MasterEmaco S

trowelable fibre reinforced

thixotropic repair mortar material,

Laying of concrete made from

MasterEmaco S 346 flowable micro

concrete material in desired thickness

and laying of hot mix bituminous

material in upper layer and

compaction of hot mix bituminous

material by Plate compactor machine.

Rate also included necessary plaster

at inside of manhole in CM 1:3 in

mm thickness on raised brickwork.

Contractor's signature Add.CE

AHMEDABAD MUNICIPAL CORPORATION

" South Zone West Zonal Office,

Late Shri Tushar bhavan, Near Shelby Hospital, Jodhpur,

Municipal Commissioner invites Percentage Rate sealed tenders from interested

1 Name of work Raising Of Machinholes with new technology method and

Reparing of Machinehole,Chamber,Catchpit and changing

Sheet/cover on Different T.P.Road In Which Complain

coming From CCRS Drainage and other Complain in Vejalpur

Ward South West Zone.

2 Time Limit 12 Month

3 Eligibility Criteria Register “E-2” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or institutions.

4 Estimated Cost put to tender

5 Earnest Money Deposit Rs. 14908 /-Demand Draft, Pay order, or Cheque ,Bank

Guarantee (As per finanance circular No 21) in favour of

Municipal Commissioner, Ahmedabad) To be submitted as

prescribed in 7.0 below. Demand Draft or Bank Guarantee

shall be from Nationalized Bank and valid for 90 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

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

(Non refundable) Commissioner, Ahmedabad)

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

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

Assistant Manager(South West zone) , South Zone West Zonal

Office, Late Shri Tushar bhavan, Near Shelby Hospital,

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.06/06/2026 up to16:00 hrs. only. The tenders received

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

11 Date of Opening Dt.06/06/2026 up to17:00 hrs. to Assistant Manager South

Zone West Zonal Office,Late Shri Tushar bhavan, Near

Shelby Hospital, Jodhpur,AHMEDABAD

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, & All general condition of contract of Form B1 condition of contract

Specification 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.

Seal and Signature of the Bidder Add.CE

(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 of Bid Security Completion Period

No. works (Rs.) (Rs.)

1 Raising Of Machinholes Rs. 14,90,800.00 14908/- 12 months

with new technology method

and Reparing of

Machinehole,Chamber,Catch

pit and changing Sheet/cover

on Different T.P.Road In

Which Complain coming

From CCRS Drainage and

other Complain in Vejalpur

Ward South West Zone..

2. Tender (a complete set of bidding document) fee shall be Rs. 900/- 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.05/06/2026 up to18:00 hrs. tender fee as mentioned in clause

2 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).

5. All Bids must be delivered to Assistant Manager South Zone West Zonal Office, Late Shri

Tushar bhavan, Near Shelby Hospital, Jodhpur,AHMEDABAD not later than

Dt.06/06/2026 up to 16:00 hrs.

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.

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

of contractors.

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' 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

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

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.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of Ninety 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.CE

& STAMP (South West Zone)

FORM OF BID SECURITY (BANK GUARANTEE)

(Hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with the

term and conditions of tender for the work of……………………………………..

1. Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to total

rupees………………..(in words............................................) Rs. (in figures) and we undertake to

pay to Municipal Commissioner, Ahmedabad Municipal Corporation, A' bad Specified tip to his

first written demand, without demur without delay and without the necessary of a previous of

judicial or administrative procedures and without the necessity of a previous of judicial or

administrative procedures and without the necessity to prove to the Bank the defects or short

comings or debits of the contractor any sum within the limit of

2. We further agree that the Guarantee herein contemned shall remain in full force and effect during

the period that would be taken for the acceptance of tender.

However unless a demand of claim under this guarantee is made on its in writing on or before the

(Date to be specified will not be less than 120 days from the stipulated date of receiving the

tender) we shall be discharge from all liabilities under the guarantee thereafter

3. We undertake not to revoke the guarantee during it currency except with the previous

Consent of the Municipal Commissioner, Ahmedabad Municipal Corporation, A' bad in

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the

Tenderer or of the Bank.

Signature & Seal of Guarantor ...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender is

accepted and intimate assessment number and ward under which he is assessed.

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

7. List of approved banks - ALL NATIONLISED BANKS

Seal and Signature of the Bidder Add.CE

(South West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

SOUTH WEST ZONE

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no.

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 6 - Months 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

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form

of demand draft or in cash.

iv) Condition of Form - B1 Standard Specification of material & code of practice will be

applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept. - Govt.

of Gujarat booklets of Building Works & and Road Works Specifications published by Gujarat

Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE Add.CE

& STAMP (South West Zone)

TECHNICAL SPECIFICATIONS

Extra rate over item of excavation of earth for excavation of asphalt pavement /

RCC of thickness upto 0.20 meter including demolishing the asphalt

carpet,metal,soiling/cutting Reinforcement etc.comp. with stacking the material as

directed. a) upto 0.20 meter thickness (By Manual) b) 0.20 meter to 0.30 meter (By

Breaker Machine including cost of operator, fuel, & transportaion etc complete. c)

meter & above (By Breaker Machine including cost of operator, fuel, & transportaion

Extra rate for excavation of asphalt pavement of any thickness including demolishing

the asphalt carpet, metal, soiling etc. complete with stacking the materials as directed. 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 C.E. shall be

final and binding to the contractor.

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

Providing & Fixing M.S.Grill,Gate,Elevation Element Of Decorative Pattern With

M.S.Channel,Flat,Medium Grade M.S.Pipe,Square Or Round Bars With Round

Heanded Bolts,Nuts,Or By Screw.Incl.Applying One Coat Zinc Primer And Two

Coat Of Oil Paint Etc.Comp.

Mode of measurement

Measurement shall be paid by No. of Kg basis.

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on

site by using Operator, fuel,power Supply etc. Complete as Directed. (No

paymentshould be allowed for non working condition ofmachinery and for pipe line

excavation and M.H. work.

Mode of measurement

Measurement shall be paid by No. of Hour basis.

Conveyance charge of earth ,lime,murrum, building rubbish,manual garbage, sludge,

excavated rock ,fly ash,aggregate of any kind etc. comp.up to 5.0 Km. lead

All the surplus earth etc. shall be carried away immediately from the site of work to a

place within 5 km. lead or as directed and ordered by the Engineer-in-charge, so as not to

cause any inconvenience to the public /traffic. The Corporation shall carry out the work by

any other agency at the contractor’s risk and cost. if the instructions are not complied within

24 hours 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.

If the filling in trenches after settlement of the earth filling in trenches is required to

be done the same shall be carried out by the contractor without asking any extra rate. The

contractor shall have to cart the surplus earth after the trenches are well watered. The rate of

carting includes carting of brick bats, metal, rubble vegetable and garbage, if necessary to

clear the road surface.

The rate shall be for Unit of cmt.

Repairing damaged M.H. incl. removing damaged brick and repairing by masonry in C.M.

1:5 and plaster in C.M. 1:3 and fixing C.I. steps and M.H. and carting the same as directed.

(A) up to 0.15 mt. (@ Two Coarse)

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

(C) up to 0.65 mt. (@ Seven Coarse) ,(D) up to 0.90 mt. (@ Ten Coarse

Brickwork in general shall be of first class workmanship & shall be executed according to

the plan working proper dimension & as directed by the Office in charge from time to time.

Brick should be thoroughly wetted in water before use. All brickwork to be cleaned & wetted

before laying cement mortar shall be prepared in special iron pals. And mixed bag of

cft. Or 1 cft. As measured as the case may be. All materials shall be stacked in one side so as

not to obstruct traffic in any way. The masonry should be constructed in proper

workmanship like manner with jointing plumb etc. to confirm with the general specification

No. 45 PWD Hand Book. The face work should be nearly finished. The shall be

kept watered for a week at least three days after the date of completion.

Cement plaster 15 mm thick shall be done using cement mortar of 1 part of cement & 3 parts

of sand in uniform thickness with surfaces truly in plums. The work in general shall comply

with general specifications for plaster No. 64 in PWD handbook. The plaster surfaces to be

kept damp at least for a fortnight. All internal sides of the manholes including soffit of the

arch shall be provided with cement plaster.and fixing cover in cement concrete 1:2:4 (1:

cement 2: sand 4: graded stone aggregate 20 mm nominl size & curing etc, complete.as per

instruction of work in charge engg.

The M/s shall be on No. basis.

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

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

load and frame size 560 mm clear opening size 890 x 890 x 120 mm.

(B) FRC medium duty cover size 670 mm dia & 70 mm thick 10 M.T. load design and

frame size 560 mm clear opening outer size 780 x 780 x 120 mm

(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

Fiber reinforced concrete Extra Heavy dutyM.H. Frame (Seat). [EHD-35] 888 x 888 x

175mm outer size & with 560 mm dia clear opening.

F.R.C HEAVY DUTY Manhole seat & cover should be supplied and fixed in c.c. (1:2:4)

The mode of measurement will be no basis. The F.R.C. heavy duty manhole seat (frame) and

covers should have circular 730 mm dia and should have 20 M.T. load capacity. The from

with circular cover shall have 90 mm thickness. Frame size

mm dia clear opening outer size 890 x 890 x 160 mm.

The rate includes fixing the M.11 seat cover supplied by contractor incl. carting to the work

side & fixing in C.C. 1:2:4 finishing etc. complete as directed by Engineer in charge.

The M/s shall be on No. basis.

CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear

opening etc. comp.. As directed by engineer in charge. (Based on Central Store Rate)

The rate shall be for Unit of Nos.

Carting and Fixing M.H., Chamber or Catchpite Seat andCover in line and level to match

exisisting road level in C.C.1:2:4 and finishing smooth, watering and protecting for 7days

etc. complete as directed. M.H. seat cover will besupplied by A.M.C.(from any store)

The rate shall be for Unit of Nos.

CONTRACTOR'S SIGNATURE Add.CE

& 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 Add. City Engineer

Date: (South West Zone)