MACHINEHOLE REPAIRING AND RAISING WORK UPTO ROAD LEVEL AT CHANAKYAPURI AREA, AND OTHER DIFF. PLACES IN GOTA WARD NWZ. (A.R.C.)

Name of work: MACHINEHOLE REPAIRING AND RAISING WORK UPTO ROAD LEVEL AT

CHANAKYAPURI AREA, AND OTHER DIFF. PLACES IN GOTA WARD NWZ. (A.R.C.)

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The issuing branch of the bank guarantee shall be of Ahmedabad / Gandhinagar City only.

As per Government of Gujarat G.R. No. - EMD/10/2019/50/DMO Dt. 18/06/2019 & AMC Finance

Department, Circular No. (1) 48 Date:- 29/01/2012,(2) 58 Date 16/03/2012(3) 14 Date:-04/06/2013 (4)

Date:- 29/05/2018 (9) 12 Date:-22/07/2019, (10) Circular of Finance Department, AMC no. 26 Date:

25/11/2019 (11) Circular of Finance Department, AMC no. 21 Date: 19/06/2020 (12) Circular of Finance

Department, AMC no. 40 Date: 5/11/2020 (13) Circular of Finance Department, AMC no.12 Date:

14/6/2021 approved Banks are.

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A. Guarantees issued by following banks will be accepted as SD/EMD on permanent basis.

All nationalized Banks

B. Guarantees issued by following banks will be accepted as SD/EMD for the period up to

March- 31, 2022. The validity cut-off date in the GR is with respect to the date of issue of Bank Guarantee

irrespective of the date of termination of Bank Guarantee.

1 Commercial Banks :- 2 Co-operative and Rural Banks Of Gujarat :-

1. RBL Bank 1. The Mehsana Urban Co-operative Bank Ltd

2. Axis Bank 2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. ICICI Bank 3. NutannagrikSahakari Bank Ltd

4. HDFC Bank 4. The KalupurCommerical Co-operative Bank Ltd

5. Kotak Mahindra Bank 5. Rajkot NagarikSahakari Bank Limited

6. IndusInd Bank 6. The Gujarat State Co-Operative Bank

7. DCB Bank 7. Sarswat Bank

8. Tamilnadu Mercantile Bank 8. SaurashtraGramin Bank

9. Ujjivan Small Finance Bank

10. A U Small Finance Bank

11. Federal Bank

12. Equitas Small Finance Bank

13. Bandhan Bank

14. Standard Chartered Bank

15. City Union Bank

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Tender Fee –900.00 Date of submission: 28/09/2026

Earnest Money-10,000.00 Date of Opening: 30/09/2026

Contractor’s Name& Address

AHMEDABAD MUNICIPAL CORPORATION

MAHANAGAR SEVA SADAN- NORTH WEST ZONE

Name MACHINEHOLE REPAIRING AND RAISING WORK UPTO ROAD LEVEL AT CHANAKYAPURI AREA,

of AND OTHER DIFF. PLACES IN GOTA WARD NWZ. (A.R.C.)

Sr. No. QTY Item Description Per Amount

Constructing Slab type M.H. Chamber of the following

size including excavation, refilling, brick bats cement

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

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

cement plaster inside & outside (Only for shaft) in CM

1:3, finishing with cement slurry, P/F 4 mm dia

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

staggered in masonary CM 1:5, RCC Slab in CC

1:1.5:3 of thickness 23 C.M., including Cantering &

reinforcement (double jalli at 15 C.M. c/c bothway

mm dia.) but excluding the cost of Manhole seat cover

etc..completed. of Size 1.00 X 1.40 meter (Inside

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

a 2 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

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

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

c 1 From G.L.) 26867.86 No.

Rate reduction over item of Constructing Slab Type

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

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

2 5 depth) and 1.0 mt for (MH above 3.0 mt depth) below 586.61 DM

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

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

incl. Dewatering and other required machinery etc. of

3 following dia pipes at any convenient time. All

damaged work shall be well repaired as per

instructions. etc..complete.

a 5 a. 150 mm to 300 mm dia. 1339.29 No.

b 5 b. 400 mm to 600 mm dia. 2232.14 No.

Repairing damaged M.H. and rasing M.H. up to road

level incl. removing damaged brick work and repairing

by brick masonry in C.M. 1:5 and plaster in C.M. 1:3

4 and fixing C.I. steps and existing MH sheet cover,

removing the debris from MH and carting the same

a 67 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 40 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 25 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 10 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 No.

Repairing damaged I.C./ Raising removing damaged

brick work and repairing by brick masonry in C.M. 1:5

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

5 10 existing chamber sheet cover, removing the debris 399.96 No.

from chamber and carting the same as directed.

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

6 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 :

a 10 mm ø clear opening, outer size- 888x888x175 mm. 6165.25 Set

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

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

Machinehole Covers & Frame- 560mm ø clear

b 10 opening, The dimension of frame and cover as 3385.59 No.

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

Machinehole Covers & Frame- 560mm ø clear

c 5 opening, The dimension of frame and cover as per 3029.66 No.

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

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

Machinehole Covers & Frames- 560mm ø clear

A 10 opening, The dimension of frame and cover as per 5889.83 Set

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

Machinehole Covers & Frames- 560mm ø clear

B 10 opening, The dimension of frame and cover as per 3177.97 No

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

Machinehole Covers & Frames- 560mm ø clear

C 5 opening, The dimension of frame and cover as per 3029.66 No

Directed (Only Frame )

8 F.R.C. Medium Duty [MD-10] Machine hole

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

Machinehole Covers & Frames- 560mm ø clear

A 2 opening, The dimension of frame and cover as per 4025.42 Set.

Directed(SET cover and frame)

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

B 2 Machinehole Covers & Frames- 560mm ø clear 2224.58 No.

opening, The dimension of frame and cover

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

Machinehole Covers & Frames- 560mm ø clear

C 2 opening, The dimension of frame and cover as per 2076.27 No

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

and Cover in line and level to match exisisting road

9 21 level in C.C. 1:2:4 and finishing smooth, watering and 750.00 No.

protecting for 7 days etc. complete as directed. M.H.

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

Barricading the entire break down or excavated area

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

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

reflective paint / Board out side to avoid accident & for

smooth traffic diversion & movement including

cautionary board etc. Item also includes for making

10 33 temporary sufficient nos of lighting arrangement 79.99 Rmt.

through out the work with necessary required

arrangement. The same shall be removed after

completion of work. (Only for break down work from

start to complete)

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.

F.R.C. Strom water Grating Set Grating (jali) 740 x

740 X 90 mm Square Jali. 20.00 MT Load Design ,

X2 mm MS Flat Around, Frame : 600 X 600 mm clear

opening, outer size 900 x 900 x165 mm. om upper

periphery of frame 25 x 3 mm wide MS Flate Should

be well embded in concrete to protect the edge Frame

comp.. As directed by engineer in charge.

F.R.C. Strom water Grating Set Grating (jali) 690 x

690X 70 mm Square Jali. 20.00 MT Load Design ,

X2 mm MS Flat Around, Frame : 600 X 600 mm clear

opening, outer size 800 x 800 x120 mm. om upper

periphery of frame 25 x 3 mm wide MS Flate Should

be well embded in concrete to protect the edge Frame

comp.. As directed by engineer in charge.

F.R.C. Strom water Grating Set Grating (jali) 620 x

620 X 75 mm Square Jali. 20.00 MT Load Design

X1.2 mm MS Flat Around, Frame : 500 X 500 mm

clear opening, outer size 770 x 770 x135 mm. om

14 5 upper periphery of frame 25 x 31.5 mm wide MS 4915.25 No

Flate Should be well embded in concrete to protect

the edge Frame comp.. As directed by engineer in

Providing & Supplying JCB Machine on rental basis in

case of emergency situation and break down type

work & also during unavoidable condition as per

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

shifting, fuel and operating charges and stacking of

15 8 useful & non-useful materials separately up to store. 535.71 Hour

(No payment should be allowed for non working

condition of machinery and for pipe line excavation

and laying work)

Supplying Pneumatic Breaker Machine for RCC Slab

or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as

Directed. (No payment should be allowed for non

working condition of machinery and for pipe line

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

Providing and Fixing cast irone manhole frame of

weight 80 to 85 kg suiteble for existing EHD kg

Suiteble for Existing EHD -35 FRC MH cover rate

Also incl Loading ,Unloading and Fixing the frame in

17 2004 Line and Level to mathc existing Road Level in 71.10 Kg

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

Protecting for 7 days etc .Complete As per instruction

by engg in charge.

Raising of existing manhole, item including cutting of

existing road surround by manhole by dimond cutter

machine, dismentling of road in confidened area by

breaker machine and carting of dismentling material.

18 15 Item also including necessary brick work to rise 7668 No.

manhole at road level in CM 1:3. Item also incl. fixing

of MH Frame exact road level by Master Emaco S

troweble fiber reinforced thixotropic repair mortar

material, laying of concrete made from Master Emco

S 346 floweble micro concrete materials in desired

thickness and laying of hot mix bituminuos materials

in upper layer and compaction of hot mix bituminuos

materials by plate compactor machine. Rate also

included necessary plaster at inside of MH in CM 1:3

in 20 mm thickness on raised brickwork (Approved

% ABOVE or % BELLOW

CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

"North West Zone, Zonal Office", Nr. Atithi Hotel, Bodakdev Ahmedabad.

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors .

1 Name of work MACHINEHOLE REPAIRING AND RAISING WORK UPTO ROAD

LEVEL AT CHANAKYAPURI AREA, AND OTHER DIFF. PLACES

IN GOTA WARD NWZ. (A.R.C.)

2 Time Limit 12 Mornth

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 RS.

5 Earnest Money Deposit RS 10,000.00 Demand Draft, Pay order, or Cheque ,Bank

Guarantee(As per finanance circular No 22) 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 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 (Non refundable) RS 900.00 Demand Draft / Pay order in favour of Municipal

Commissioner, Ahmedabad

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

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

Manager(North West zone) , Ahmedabad Municipal Corporation, North

West Zone, Zonal Office", Nr. Atithi Hotel, Bodakdev Ahmedabad

9 Tenders issue Tenders from the AMC website http://amc.nprocure.com shall be

down loaded from

10 Last date of receiving 29/09/202 TO 17.00 hrs only. The tenders received after

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

11 Date of Opening 30/09/2026 TO 12.00 hrs to Assistant Manager "North West

this date and time will not be entertained under any circumstances. Zone

Office", RajmatavijyarajeSindhiyabhavan,Nr.Atithi dining

hall,Judjesbunglow road, Bodakdev

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

Document post/ Hand Delivery/ Courier in sealed covers as described in submission of

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

Specification applicable.

14 liquidated damages- 10% of the Amount For Balance work After Date of Completion or

Compensation For Delay extended time Limit.

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

without assigning any reasons thereof.

CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER

& STAMP (North West Zone)

- The Defects Liability period shall be as under-

(a) for all works costing upto Rs. 50.000/- (amount put to tender) the period shall be 3 months from the certified

date of completion.

(b) for all works more than Rs. 50,000 and upto Rs. 1 crore (amount put to tender) the period shall be 6 months

from the certified date of completion or one monsoon, whichever is later

(c) for major projects costing more than Rs. 1 Crore, the period shall be 12 months from the certified date of

completion which should include one monsoon. For the purpose of deciding the monsoon period the 30th

September may be treated as the last date.

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 Completio

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

1 MACHINEHOLE REPAIRING RS 999994.98 RS 10,000.00 12 mont

AND RAISING WORK UPTO hs

CHANAKYAPURI AREA, AND

OTHER DIFF. PLACES IN GOTA

WARD NWZ. (A.R.C.)

2 Tender (a complete set of bidding document) fee shall be Rs 900.00 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

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

UP TO DT. 28/09/202 at 18.00 HR 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 "North West Zone, Zonal Office", Nr. AtithiHotel,Bodakdev

Ahmedabad. Not later than DT. 29/09/2026 17.00 HR

Tender (a complete set of bidding document) fee shall be RS 900.00 in the form of Demand

6 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.

CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH 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

TENDER DECLARATION FORM

Additional City Engineer

North West Zone

Ahmedabad Municipal Corporation

RajmatavijyarajeSindhiyabhavan,

Nr.Atithidining hall, JudjesBunglow Road, Bodakdev

Name of Work: MACHINEHOLE REPAIRING AND RAISING WORK UPTO ROAD LEVEL AT CHANAKYAPURI

AREA, AND OTHER DIFF. PLACES IN GOTA WARD NWZ. (A.R.C.)

I/We the undersigned have carefully gone through and clearly understood the Tender documents of

above mentioned project comprising of Notice Inviting tenders, Articles of Agreement, Scope of work, Definition

of terms, notes Instructions/Information to Bidder, Condition of Contract, special condition of contract,

Appendices, Specifications, Bill of Quantities, furnished by AHMEDABAD MUNICIPAL CORPORATION.

I/We do hereby offer to execute and complete the whole of the work within the time specified all in

accordance with the specification, designs, drawing and instruction in writing referred to in the said document

and with such materials as mentioned for, at the respective rates which I/we have quoted in the Price Bid or at

such other rates as maybe fixed under the provisions of these conditions.

In the event of this tender being accepted I/We agree to enter into an agreement and when required,

execute the contract, according to agreement as or in default where of I/we bound myself/ourselves to forfeit

the "Earnest Money Deposit."

I/We understand that if I/We shall not enter in agreement within fifteen days or as decided by AMC

from the date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and take

necessary action as deemed fit.

I/We have enclosed a Demand Draft / Bank Guarantee as an “Earnest Money Deposit", for the sum as

mentioned in NIT, the full value of which is to be absolutely forfeited to the Employer If I/We fail to commence

the work specified. Otherwise the Employer shall retain the said sum, as on account of such Security Deposit as

provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other than those that may be approved in accordance with

conditions in the aforesaid documents.

I/We understand that Municipal Commissioner is not bound to accept the lowest or any tender, which

are received. I/We also understand & agree that Municipal Commissioner Reserves the right to allot number of

tenders to successful bidders at his sole discretion in case if I/We am/are lowest in more than one tender.

I/We am/are bound to execute the job if the work order is issued within 90 days from the date of

opening of the tender.

I/We agree to pay the Government income-Tax, Sales-Tax (Central and State), Octroi duties, Royalty on

material (i.e. Aggregate, Sand etc.) And any other taxes prevailing and from time to time on such items on

which the same are leviable and the rates quoted by me/us are inclusive of the same.

Yours faithfully

Seal and Sign of Contractor

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.

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

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

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.

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 (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

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

proportion to time limit.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The contractor

shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic. He shall be

responsible for any damage to public. If any incident happen, during the execution of work. In case of dispute for

unseen or overlooked items the decision of the Dy. City Engineer shall be final. The contractor shall have to give

site clean of all rubbish during the work and at the time of completion of work and hand over the site with final

finishing of the work as directed. All the rejected materials shall be removed from site within 24 hours by

contractor at this risk and cost. Debris shall have to cart daily from site.

If any extra item crops up during the progress of work the same shall be carried out by the contractor and he

shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in

SOR than based on current market rates. In case of extra item decision of Add. City Engg. shall remain final

regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the propose work

the contractor shall carry out the same at his quoted rates without charges any extra and the contractor will

have to carry out the works and he will be paid at the rate quoted by him. No claim for extra rate for subsequent

changes in site and design is entertained.

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

responsible for compliance of the various provisions under contract Act. 1970 and the Rules framed the to

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

this work and that the tenderer shall not be allowed to withdraw on modify the offer on his own during the

period. If any tenderer withdraw or makes any modifications or addition in the terms and conditions of his

tender not acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to any

right or remedy be at liberty to forfeit in full the said earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the work the penalty

of Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate bills payable to the

contractor. Contractor has to make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

draft or in cash.

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

be is available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building

Works & and Road Works Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER

& STAMP (North West Zone)

TECHNICAL SPECIFICATIONS

Name of work : MACHINEHOLE REPAIRING AND RAISING WORK UPTO ROAD LEVEL AT CHANAKYAPURI

AREA, AND OTHER DIFF. PLACES IN GOTA WARD NWZ. (A.R.C.)

Item No.1: Constructing Slab type M.H. Chamber of the following size including excavation,

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

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

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

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

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

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

parallel to the flow.

1.00 to 2.00 meter depth, (Slab at Ground

2.00 to 3.00 meter depth, (Slab at below

3.00 to 4.00 meter depth, (Slab at below

Mode of Measurement shall be paid by NOS. basis.

Mode of Measurement shall be paid by D.M basis.

Item No. 2: Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x

mt for constructing slab @ depth more than 0.60 mt for ( MH 2 to 3 mt depth) and 1.0 mt for (MH

above 3.0 mt depth) below Ground Level (Max. 5 unit of DM should be reduced in this item).

Mode of Measurement shall be paid by D.M basis.

Item No.3: 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.

Mode of Measurement shall be paid by NOS. basis.

Item No.4: 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 (A) up to 0.15 mt. (@ Two Coarse)

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

c (C) up to 0.65 mt. (@ Seven Coarse)

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

Mode of Measurement shall be paid by NOS. basis.

Item No.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 directed.

Mode of Measurement shall be paid by NOS. basis.

Item No.6: 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

a protect the edges of frame. FRC E.H.D.-35 manhole cover & frame described as

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

560mm ø clear opening, The dimension of frame and cover as Directed

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

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

Item No.7 : Providing F.R.C. MH seat cover incl. carting to the work site

etc. comp. Directed.

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

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

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

clear opening, The dimension of frame and cover as per Directed

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

c ø clear opening, The dimension of frame and cover as per Directed (Only Frame )

Item No.8: Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

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

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

Directed(SET cover and frame)

B. (Only Cover ) F.R.C. Medium Duty [MD-10] Machinehole Covers & Frames-

560mm ø clear opening, The dimension of frame and cover

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

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

Mode of Measurement shall be paid by NOS. basis.

Item No.9: Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to

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

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

Mode of Measurement shall be paid by NOS. basis.

Item No.10: Barricading the entire break down or excavated area on rental basis using wooden

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

side to avoid accident & for smooth traffic diversion & movement including cautionary board etc.

Item also includes for making temporary sufficient nos of lighting arrangement through out the

work with necessary required arrangement. The same shall be removed after completion of work.

(Only for break down work from start to complete).

Mode of Measurement shall be paid by RMT. basis.

Item No.11: 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.

Mode of Measurement shall be paid by NOS. basis.

Item No.12: F.R.C. Strom water Grating Set Grating (jali) 740 x 740 X 90 mm Square Jali. 20.00 MT

Load Design , 90 X2 mm MS Flat Around, Frame : 600 X 600 mm clear opening, outer size 900 x

x165 mm. om upper periphery of frame 25 x 3 mm wide MS Flate Should be well embded in

concrete to protect the edge Frame comp.. As directed by engineer in charge.

Mode of Measurement shall be paid by NOS. basis.

Item No.13: F.R.C. Strom water Grating Set Grating (jali) 690 x 690X 70 mm Square Jali. 20.00 MT

Load Design , 70 X2 mm MS Flat Around, Frame : 600 X 600 mm clear opening, outer size 800 x

x120 mm. om upper periphery of frame 25 x 3 mm wide MS Flate Should be well embded in

concrete to protect the edge Frame comp.. As directed by engineer in charge.

Mode of Measurement shall be paid by NOS. basis.

Item No.14: F.R.C. Strom water Grating Set Grating (jali) 620 x 620 X 75 mm Square Jali. 20.00 MT

Load Design ,75 X1.2 mm MS Flat Around, Frame : 500 X 500 mm clear opening, outer size 770 x

770 x135 mm. om upper periphery of frame 25 x 31.5 mm wide MS Flate Should be well embded in

concrete to protect the edge Frame comp.. As directed by engineer in charge.

Mode of Measurement shall be paid by NOS. basis.

Item No.15: Providing & Supplying JCB Machine on rental basis in case of emergency situation

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

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

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

of machinery and for pipe line excavation and laying work)

Mode of Measurement shall be paid by HRS. basis.

Item No.16: 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)

Mode of Measurement shall be paid by HRS. basis.

Item No.17: Providing and Fixing cast irone manhole frame of weight 80 to 85 kg suiteble for

existing EHD kg Suiteble for Existing EHD -35 FRC MH cover rate Also incl Loading ,Unloading

and Fixing the frame in Line and Level to mathc existing Road Level in C.C.1:2:4 and finishing

smooth watering and Protecting for 7 days etc .Complete As per instruction by engg in charge.

Mode of Measurement shall be paid by kgs. basis.

Item No. 18 : Raising of existing manhole, item including cutting of existing road surround by

manhole by dimond cutter machine, dismentling of road in confidened area by breaker machine

and carting of dismentling material. Item also including necessary brick work to rise manhole at

road level in CM 1:3. Item also incl. fixing of MH Frame exact road level by Master Emaco S

troweble fiber reinforced thixotropic repair mortar material, laying of concrete made from Master

Emco S 346 floweble micro concrete materials in desired thickness and laying of hot mix

bituminuos materials in upper layer and compaction of hot mix bituminuos materials by plate

compactor machine. Rate also included necessary plaster at inside of MH in CM 1:3 in 20 mm

thickness on raised brickwork (Approved rate).

Mode of Measurement shall be paid by Nos.. basis.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (North West Zone)

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (North 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

CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER

& STAMP (North West Zone)