Repairing & Raising of MH/CH/CP & Replace seat covers With Daimond Cutting Method at TP-85 area,sarkhej gamtal area & Other Diff. Lacation of Sarkhej ward in 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 new 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 : 02.03.2026 Time: :18:00 Hrs

Earnest Money : Rs. 9980.00 Date of Opening : 03.03.2026 Time: 17:00 Hrs

Contractor’s Name & Address :

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

SOUTH WEST ZONE

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DIPPARTMENT

Name of work:- Repairing & Raising of MH/CH/CP & Replace seat covers With

Daimond Cutting Method at TP-85 area,sarkhej gamtal area & Other Diff. Lacation of

Sarkhej ward in South West Zone.

Item Description Per Amount

Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and

struting if required as per required gradient

and line including safety provisions using site

1 rails and stacking excavated stuff including up to

all required lead cleaning the site etc. complete for

all lifts and strata as specified.

In all sorts of soil and soft murrum

a 29.67 Upto 1.50 mt depth 89.00 Cu.M

b 10.00 1.50 mt to 3.00 mt depth 98.00 Cu.M

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of

useful materials and disposing off the excavated

stuff upto 50 Meter lead.(A)

Loose or soft soil

Excavation for foundation for depth from 1.5 m

to 3.0 m including sorting out and

stacking of useful materials and disposing

off the excavated stuff upto 50 Meter

lead.(A) Loose or soft soil

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

4 Reinforcement etc.comp. with stacking the

material as directed. (Based on Previously

approved rate by C E sir )

a 40.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

0.20 to 0.30 meter (By any type of Breaker

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

of operator, fuel, & transportation etc complete.

0.30 meter & above (By any type of Breaker

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

of operator, fuel, & transportation etc complete.

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 0.00 a) Lead up to 1 Km. 23.38 Cmt

b 0.00 b) Lead From 1Km to 2 Km. 30.94 Cmt

c 0.00 c) Lead From 2 Km to 3 Km. 38.37 Cmt

d 100.00 d) Lead From 3 Km to 4 Km. 45.52 Cmt

Providing and supplying ISI Standard R.C.C.

pipes(of Sulphate Resisting Cement) in standard

lengths of following class and diameter suitable

for either collar joints or rubber ring joints

6 including all taxes, insurance, transportation,

freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental

stores, stacking etc.

Note : One collar should be supplied with each

full length plain ended RCC pipe, cost included in

rates below. One rubber ring should be supplied

with each full length socketed pipe, cost included

in rates below.

Class NP3 Test Pressure 0.7 Kg/sq.cm

Lowering, laying and jointing R. C. C. pipes

in C. M. 1:1 1/2 of following diameters in

proper position, grade and alignment at all

7 level as directed by Engineer-in-charge

including conveyance from stores to site of work,

labour, giving hydraulic testing as per ISI code.

Class NP2,NP3,NP4

Pipe dia. in 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

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

8 thickness 23 C.M., including Cantering &

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

bothway 12 mm dia.) but excluding the cost of

Manhole seat cover etc..completed. of Size

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

be parallel to the flow.

a 3.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

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

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

Extra rate over item of Constructing Slab Type

M.H./Chamber of following size for constructing

M.H./ Chamber, per 1.00 Decimetre of additional

depth or part thereof. etc. complete. Of size 1.00 x

1.40 mt. (inside clear) and Depth from.

a 0.00 4.00 to 5.00 meter depth, 521.43 DM

Rate reduction over item of Constructing Slab

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

constructing slab @ depth more than 0.60 mt for (

10 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)

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

11 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 30.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 25.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 41.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 15.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 No.

Repairing damaged I.C./ Raising removing

damaged brick work and repairing by brick

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

12 fixing C.I. steps and existing chamber sheet cover,

removing the debris from chamber and carting

the same as directed.

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

13 the work site etc. comp. Directed.

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

[EHD-35] Machinehole Covers & Frame- 560mm

ø clear opening, The dimension of frame and

cover as per mentioned in Amend No.1

to IS 12592 : 2002 table

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

20] Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and cover

as per mentioned in Amend No.1 to IS

(SET cover and frame) F.R.C. Medium Duty

[MD-10] Machinehole Covers & Frames- 560mm

ø clear opening, The dimension of frame and

c cover as per mentioned in Amend No.1 to IS

2002 table 1 (SET cover and frame)

(SET cover and frame) 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

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

14 smooth, watering and protecting for 7 days etc.

complete as directed. M.H. seat cover will be

supplied byA.M.C.(from any store)

Supplying, labour for break down repairing work

for activities like excavation, disliting, removing

15 debris from trench back filling etc. comp. as

directed by Eng.in charge.

a 100.00 Mazdoor at day /Night (Un Skilled ) 452.00 No

b 30.00 Fitter at day / Night ( Semi Skilled ) 462.00 No

b 30.00 Makadam/ supervision at day / Night ( Skilled ) 474.00 No

Barricading the entire break down or excavated

area on rental basis using wooden ballies /

M.S.angles at max. 2.00 meter centre to centre,

C.G.I. Sheet, reflective paint / Board out side to

avoid accident & for smooth traffic diversion &

movement including cautionary board etc. Item

16 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)

Reinstatement of Asphalt road using the same

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

18 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.

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

19 pit jali with frame 600mm x 600mm clear opening

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

Providing and fixing cast iron manhole frame of

weight 80 to 85 kg suitable for existing EHD-35

FRC MH cover, rate also incl. loading, unloading

and fixing the frame in line and level to match

20 exisisting road level in C.C. 1:2:4 and finishing

smooth, watering and protecting for 7 days etc.

complete as per instruction by engg. in charge.

(AMC approved Rate )

Raising of Existing manhole. Item includes,

cutting of existing road surround by Manhole by

diamond 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 fibre

reinforced thixotropic repair mortar material,

Laying of concrete made from special bonding

21 chemical 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 20 mm thickness on raised brickwork. (AMC

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

Supplying Electric Breaker Machine for RCC

Slab or Asphalt Demolishing Work on site by

using Operator, fuel, power Supply etc. Complete

as Directed. (No payment should be allowed for

23 non working condition of machinery and for pipe

line excavation and M.H. work.

Allowed only for break down work) ( Based on

Previously approved rate by C E sir )

Hiring of tractor with trolley considering 8 Hrs. as

working day hours incl.Driver

Total Amount Rs.

Total Amount Rs.

Say Total Amount Rs.

Say Total Amount Rs.

(in words also)

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

South West Zone Office, Late Shree Tushar Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati

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

Municipal Commissioner invites Percentage Rate sealed tenders from interested

1 Name of work Repairing & Raising of MH/CH/CP & Replace seat covers With Daimond

Cutting Method at TP-85 area,sarkhej gamtal area & Other Diff. Lacation

of Sarkhej ward in South West Zone.

2 Time Limit 12 Months (Excluding Monsoon Period)

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.9980.00 (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 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 Rs.900/-Demand Draft / Pay order in favour of Municipal Commissioner,

(Non refundable) 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-380015

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. 02.03.2026 up to 18:00 Hrs The tenders received after this date

Tenders. and time will not be entertained under any circumstances.

11 Date of Opening Dt.03.03.2026 at 16.00 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 Tender Document shall be submitted in sealed envelope systems By RPAD/ Speed

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

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

Specification 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 Addl. City Engineer

(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 Repairing & Raising of MH/CH/CP & Rs.998000.00 Rs.9980.00 12 months

Replace seat covers With Daimond Cutting (Excluding

Method at TP-85 area,sarkhej gamtal area Monsoon

& Other Diff. Lacation of Sarkhej ward in Period)

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. 02.03.2026 at 18:00 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 Addl. City Engineer

(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. (PAN

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

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.

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 ADDL.CITY ENGINEER

& STAMP (South West Zone)

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

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

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

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

in site and design is entertained.

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

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

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

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

any tenderer withdraw or makes any modifications or addition in the terms and conditions of his tender not

acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to any right or

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

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

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

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

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

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

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

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

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (South West Zone)

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:- Repairing & Raising of MH/CH/CP & Replace seat covers With Daimond Cutting

Method at TP-85 area,sarkhej gamtal area & Other Diff. Lacation of Sarkhej ward in South West Zone.

Item no.1 Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all

with shoring and struting if required as per required gradient and line

including safety provisions using site rails and stacking excavated stuff including up

to all required lead cleaning the site etc. complete for all lifts and strata as specified.

In all sorts of soil and soft murrum

a Upto 1.50 mt depth

b 1.50 mt to 3.00 mt depth

Item no.2 "Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto 50 Meter

(A) Loose or soft soil"

Item no.3 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting

out and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(A) Loose or soft soil

Item no.4 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.

Item no.5 Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage,

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

Rate also includes spreading & levelling etc complete. Internal conveyance above

mt done within the work site is not payable. (R&B 2021-22 Statement No.5 Page no.5

& RA Approved St.Com.Res No.189,Dt.19/05/2022)

a a) Lead up to 1 Km.

b b) Lead From 1Km to 2 Km.

c c) Lead From 2 Km to 3 Km.

d d) Lead From 3 Km to 4 Km.

Item no.6 Providing and supplying ISI Standard R.C.C. pipes(of Sulphate Resisting Cement)

in standard lengths of following class and diameter suitable for either collar joints

or rubber ring joints including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to departmental

stores, stacking etc.

Note : One collar should be supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied with each full length

socketed pipe, cost included in rates below.

Class NP3 Test Pressure 0.7 Kg/sq.cm

Item no.7 Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of following

diameters in proper position, grade and alignment at all level as directed by

Engineer-in-charge including conveyance from stores to site of work, labour, giving

hydraulic testing as per ISI code.

Class NP2,NP3,NP4

Pipe dia. in mm

Item no.8 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.

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

b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.)

c 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.)

Item no.9 Extra rate over item of Constructing Slab Type M.H./Chamber of following size for

constructing M.H./ Chamber, per 1.00 Decimetre of additional depth or part thereof.

etc. complete. Of size 1.00 x 1.40 mt. (inside clear) and Depth from.

a 4.00 to 5.00 meter depth,

Item no.10 Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x

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

and 1.0 mt for (MH above 3.0 mt depth) below Ground Level (Max. 5 unit of DM

should be reduced in this item)

Item no.11 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 )

Item no.12 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

Item no.13 Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

a "(SET cover and frame) F.R.C. Extra Heavy Duty [EHD-35] Machinehole

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

mentioned in Amend No.1

to IS 12592 : 2002 table 1"

b (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

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

c "(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

mentioned in Amend No.1 to IS 12592 :

2002 table 1 (SET cover and frame)"

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

Frame- 600 x 450 mm clear opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS

Item no.14 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)

Item no.15 Supplying, labour for break down repairing work for activities like excavation,

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

a Mazdoor at day /Night (Un Skilled )

b Fitter at day / Night ( Semi Skilled )

b Makadam/ supervision at day / Night ( Skilled )

Item no.16 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)

Item no.17 Reinstatement of Asphalt road using the same material.

Item no.18 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.

Item no.19 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.

Item no.20 Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for

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

frame in line and level to match exisisting road level in C.C. 1:2:4 and finishing

smooth, watering and protecting for 7 days etc. complete as per instruction by engg.

in charge. (AMC approved Rate )

Item no.21 Raising of Existing manhole. Item includes, cutting of existing road surround by

Manhole by diamond 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 fibre reinforced thixotropic repair

mortar material, Laying of concrete made from special bonding chemical 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 20 mm thickness on raised brickwork. (AMC approved rate)

Item no.22 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

Item no.23 "Supplying Electric Breaker Machine for RCC Slab or Asphalt Demolishing Work

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

payment should be allowed for non working condition of machinery and for pipe line

excavation and M.H. work.

Allowed only for break down work) ( Based on

Previously approved rate by C E sir )

Item no.24 Hiring of tractor with trolley considering 8 Hrs. as working day hours incl.Driver

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 ADDL.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 Addl. City Engineer

Date: (South West Zone)