REPAIRING OF BREAKDOWN ON MACHINE HALL & EXISTING DRAINAGE LINE IN DIFFERENT AREAS IN GOTA WARD OF NWZ.

Name of work: REPAIRING OF BREAKDOWN ON MACHINE HALL & EXISTING DRAINAGE LINE IN DIFFERENT AREAS IN GOTA

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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)

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. Nutan nagrik Sahakari Bank Ltd

4. HDFC Bank 4. The Kalupur Commerical Co-operative Bank Ltd

5. Kotak Mahindra Bank 5. Rajkot Nagarik Sahakari Bank Limited

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

7. DCB Bank 7. Sarswat Bank

8. Tamilnadu Mercantile Bank 8. Saurashtra Gramin 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 – 3,600.00 Date of submission: 19.01.2026

Earnest Money- 3,00,000.00 Date of Opening: 21.01.2026

Contractor’s Name & Address

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

Tender Abstract

Name of Work :- Repairing of breakdown on Machine Hall & existing drainage line in

different areas in Gota ward of NWZ.

Sr QT Item Description Rate in Rs. Per Amou

Providing and casting in situ C.C. in

grade M-15 (approx. corresp. to prop.

1:2:4) (proportions as per mix design or as

per Table 9 of IS 456 2000 in masses by

weigh batching ) using granite, quartzite

trap metal of size 6 mm to 20 mm for RCC

work, including scaffolding centering, form

work, needle vibrated consolidation, curing

comp. up to 6 meter depth or height

(excluding cost of reinforcement and

neat finishing) with centering and

shuttering/deshuttering etc. comp. for

structure for other than water retaining.

30.00 1. Footing (without form work) 4732.00 Cu.M

2. Footing for column or foundation

60.00 (with form work) 4906.00 Cu.M

C.C. M-25 Control concrete for water

2 0.00 retaining structures

Providing and cast in situ C.C. in

grade M-25 proportions of ingredients as

per mix design by weigh batching using

granite, quartzite trap metal of size 12 mm

to 20 mm and or 6 mm to 12 mm including

scaffolding centering formwork, needle

0.00 vibrated consolidation, curing and hydraulic

testing etc. complete (excluding cost of

reinforcement) with centering and

shuttering/ deshuttering etc. comp. up to

6 meter height /depth Av. G.L.for all water

retaining structures.

180.00 1. Bottom slab or floor slab with shuttering 8077.00 Cu. M

2. Bottom slab or floor slab – without

24.00 shuttering 6705.00 Cu. M

30.00 3. Bottom dome / roof dome 8281.00 Cu. M

4. Slant slab/conical wall or conical shell

30.00 5. Beams /Ring beams/Ring girders 8347.00 Cu. M

0.00 Vertical Wall

30.00 6. Above 20 cm and up to 25 cm 8006.00 Cu. M

3 0.00 Steel /Reinforcement bars

Supplying cutting, bending, binding and

placing in position steel as per plan and

design and as per ISS 2502 including cost

of steel and binding wire for

0.00 reservoirs/structures only including lift up

to 6 meter height or depth below G.L. for

all diameters. Do – deformed (TMT)

bars confirming to relevant IS Fe –

grade for all diameters.

9.4 Do – deformed (TMT) bars

3.00 confirming to relevant IS Fe – 500 grade 77504.00 MT

for all diameters.

Filling in foundation and plinth with

murrum or selected soil in layers of 20cm.

4 1500.00 thickness including watering, ramming 251.68 Cmt

and consolidating etc. complete.

Brick work using common burnt clay

building bricks having crushing strength

not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar

1:5. (1- Cement : 5 -fine sand)(B)

6 0.00 Cement Plaster

Providing 15mm thick cement plaster in

single coat on Rough (Similar)side of single

or half brick walls for interior plastering

300.00 upto floor two level and finished even and 155.61 Sqm

smooth in (ii) Cement mortar 1:4 (1-

cement :4-sand)

7 0.00 Dewatering by pumping set

Dewatering by pumping set of

Dewatering by pumping set of

required capacity including temporary

platform carting pumping at site and

fixing the same in position including all

accessories, and fuel and labour etc.

897.00 Pump set of Capacity 18.32 HP/Hr.

Hiring and operating the 20 KV 3 Phase

Electric Generator for operating desilting

machinery, and lighting and other

8 90.00 requirements with Arranging diesel to 2800.00 Shift

run the D.G. Set Do As Directed. 8 Hrs

Shift. (No payment should be allowed

for non working condition of machinery )

Providing & Supplying JCB Machine on

rental basis in case of emergency

situation and break down type work &

also during unavoidable condition as per

instruction of engg.incharge , rate includes

9 60.00 all nece. shifting, fuel and operating 600.00 Hour

charges and stacking of useful & non-

useful materials separately up to store.

(No payment should be allowed for non

working condition of machinery and for

pipe line excavation and laying work)

Providing & Supplying Hitachi

Machine-110 capacity on rental basis in

case of emergency situation and break

down type ork & also during unavoidable

10 30.00 condition as per instruction of 2000.00 Hrs

engg.incharge, rate ncludes all nece.

shifting, fuel and operating charges .(No

payment should be allowed for non

working condition of achinery)

Providing & Supplying Hitachi

Machine-200 capacity on rental basis in

case of emergency situation and break

down type work & also during unavoidable

11 600.00 condition as per instruction of 2700.00 Hrs

engg.incharge , rate includes all nece.

shifting, fuel and operating charges . (No

payment should be allowed for non

working condition of machinery )

Hiring of Hydra / Crane with Driver (8

12 0.00 working Hours in Day)

120.00 (i) Hiring of crane 6432.00 Day

Hiring of Tractor with trolley considering

13 30.00 hrs. as working day hours incl. Driver 2210.50 Day

Hiring of Three wheeler carrier (Chakado

14 6.00 Rickshaw) considering 10 hrs. as working 1156.76 Day

day hours incl. Driver

Supplying Pneumatic Breaker Machine for

RCC Slab or Asphalt Demolishing Work

on site by using Operator, fuel, power

Supply etc. Complete as Directed. (No

15 60.00 payment should be allowed for non working 600.00 HR.

condition of machinery and for pipe line

excavation and M.H. work. Allowed

only for break down work)

16 0.00 Stoneware Pipe

Providing and supplying ISI marked only

Standard length Stoneware pipes in

standard lengths of following class and

diameter including all taxes, insurance,

0.00 transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores,

stacking etc. complete. (IS - 651 / 1989)

16.1 0.00 L,L & J of R.C.S. Pipes

Lowering, laying and jointing Stone wear

pipes of following diameters in proper

position, grade and alignment at all level

0.00 as directed by Engineer-in- charge

including conveyance from stores to site of

work, labour, giving hydraulic testing as

17 0.00 R. C. C. PIPE (Horizontal Cast)

R. C. C. PIPE (Horizontal Cast)

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

0.00 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.

a 0.00 Class NP3 Test Pressure 0.7 Kg/sq.cm

B 0.00 Class NP4 Test Pressure 0.7 Kg/sq.cm

17.1 0.00 L,L & J of R.C.S. Pipes

Lowering, laying and jointing R. C. C.

pipes of following diameters in proper

position, grade and alignment at all level

0.00 as directed by Engineer-in- charge

including conveyance from stores to site of

work, labour, giving hydraulic testing as

0.00 Class NP2,NP3,NP4

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.

19 0.00 RCC precast M.H. Frame & Cover

RCC precast M.H. Frame & Cover

Manufacture, supply & Delivery at store or

at site of work precast RCC M.200 Frame

0.00 & cover suitable to drainage

M.H. and as per type design & Drawing

including cost of reinforcement M.S.

Angles or Flat, curing mold work etc.

0.00 (A) Heavy duty

(i) Frame suitable for 50cm opening of MH

(ii) Cover suitable for 50cm opening of MH

Providing Labour for Mice. Work for

20 0.00 Breakdown work releted job including

required tools etc.comp.

a 480.00 Unskilled Labour for 8 Hrs Shift 640.00 No

b 150.00 Skilled Labour for 8 Hrs Shift 656.00 No

Providing and installation of barricading

with retro- reflective paint/ film/ tapes

(Minimum 3.0Mt. height) as specified in

the drawing & specifications for the

construction of road work, along with

necessary diversion arrangement for

existing traffic movement in an

unobstructed condition, all relevant

markings, sign boards and illumination

as per relevant MORT&H specification.

Precoated galvanised iron profile sheets

shall be of approved make and shade

having 0.50 mm (+0.05 %) total coated

thickness with zinc coating 120 grams per

sqm as per IS: 277, in 550 mpa steel grade,

5-7 microns epoxy primer on both side of

the sheet and polyester top coat 15-18

microns. Rate to be inclusive of all

materials, fabrication works, paint works for

Providing Dummy or Plug the Running

Sewer by using M.S. Plate , safety

measures,Labour,mud pump,D.G. set &

Transportation of the same machinary

22 0.00 also inclues removing of dummy when

required and placed labour & Supervisor

remain present till the work comp.etc. as

a 18.00 600 mm dia To 1200 mm dia 60000.00 No

b 24.00 Above 1200 mm dia 90000.00 No

0 Conveyance charge of earth, lime, -

murrum, building rubbish, manual

23 garbage, sludge, excavated rock, fly ash,

aggregate of any kind etc. Upto 5.0 Km

1500.00 Lead upto 5 Km 408.41 Cmt

Fabricating, supply and erecting in position

Standard Structural steel sections

conforming to IS 2062 for railing , skywalk,

stair, or other works using ISMB, ISA, ISMC,

MS plate, flat, square bars, pipe, square

pipe,rectangular sections, square section,

tube, etc. including welding, cutting,

wastage, etc. complete. The rate is inclusive

of welding rod, supply & fixing of correct

size nut, bolts, washers, including one

primer coat of red lead paint conforming

24 9120.00 IS:102 Zinc chromate paint conforming to 126.68 K.g

IS:104 followed by two coat of aluminium

paint as per IS:2339 OR enamel paint of

color as selected by engineer incharge, with

all contractor's materials, labour, tools &

plants, in bolted/ welded construction as

directed by Engineer-in Charge. The waste

cut pieces shall not be included in the

paying quantity. The work shall be done as

per drawing and specification. The work

shall be carried out as per

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,

for pipe dia <= 800 mm)

24.00 1.00 to 2.00 meter depth, (Slab at Ground 10177.68 No.

24.00 2.00 to 3.00 meter depth, (Slab at 19258.04 No.

below 0.6 mt. From G.L.)

12.00 3.00 to 4.00 meter depth, (Slab at below 26867.86 No.

1.00 mt. From G.L.)

6.00 5.00 to 6.00 meter depth, (Slab at below 44050.00 No.

1.00 mt. From G.L.)

3.00 7.00 to 8.00 meter depth, (Slab at below 66632.14 No.

1.00 mt. From G.L.)

Constructing Scrapper Slab Type M.H.

Chamber of following size incl. excavation,

refilling, brick bats cement concrete

(1:5:10) of thickness 15 C.M., C.C. channel

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

mm thick cement plaster inside (SRC) &

outside (only for shaft) in C.M.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 Masonry in C.M. 1:5, RCC

slab in CC 1 : 1.5 : 3 of thickness

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 (Inside Clear, M.H.

length should be parallel to the flow,

0.00 For Pipe dia. <= 1000 mm

0.00 For Pipe dia. <= 1200 mm

Extra rate over item of Constructing

Scrapper Slab Type M.H. Chamber of

following size for constructing M.H.

Chamber,per 1.00 Decimeter of additional

depth or part there of etc. complete.

(inside) and depth from

0.00 For Pipe dia. <= 1000 mm

1.6 m x 1.6 m Manhole depth from

1.6 m x 1.6 m Manhole depth from

0.00 For Pipe dia. <= 1200 mm

1.8 m x 1.8 m Manhole depth from

Providing, laying, spreading and compacting

graded stone ggregate to wet mix

macadam specification including premixing

the Material with water at OMC in

mechanical mix plant carriage of mixed

28 300.00 Material by tipper to site, laying in uniform 1526.79 m3

layers in subbase / base course on well

prepared surface and compacting with

vibratory roller to achieve the desired

density as per MoRTH clause

Cutting the pipes of following dia

coming in the new M.H.in running sewer

including cutting bars, including removing

debris /silt from the M.H. and carting at

29 0.00 a suitable distance etc..complete as

directed. No payment for M.H. work will be

made until pipe is not cut completely in all

a 30.00 150 mm to 300 mm dia. 1117.60 No

b 3.00 400 mm to 600 mm dia. 1663.20 No

c 3.00 700 mm to 900 mm dia 1980.00 No

Extra rate over item of excavation of

earth for excavation of asphalt pavement /

RCC of thickness upto0.20meterincluding

30 0.00 demolishing the asphalt

,metal,soiling/cutting Reinforcement

etc.comp. with stacking the material

up to 0.20 meter thickness (By Manual)

Up to 0.30 meter (By any type of Breaker

Machine orR.C.C.Cutter machine including

B 30.00 cost of operator, fuel&transportation etc 176.00 Smt

0.30 meter & above (By any type of

Breaker Machine orR.C.C.Cutter machine

C 1320.00 including cost of operator, fuel, & 308.00 Smt

transportation etc complete

supply super sucker machine incl.

fuel,machine operator ,driver,loading

31 36.00 unloading of pipe,suction machine,two silt 39000.00 Shift

loader,removing silt from loader at

perticular place etc.comp.as directed.

Shoring or timbering for trench with 50 mm

32 120.00 thick planks and suitable size truts etc. 70.00 Smt

Hiring and operating the 60 KV 3 Phase

Electric Generator for operating desilting

machinery, and lighting and other

requirements with Arranging diesel to run

33 60.00 the D.G. Set Do As Directed. 8 Hrs Shift. (No 8400 Shift

payment should be allowed for non

working condition of machinery ) ( Based

on Previously approved rate by C E sir )

Excavation for pipe line trenches etc. for all

with shoring and strutting if required as per

required gradient and line including

safety provisions using siterails and

34 0.00 stacking excavated suff including upto all

required lead cleaning the site etc.

complete for all lifts and strata as

specified. In all sort of soils and soft

Cutting of bituminous road and making

good the sub grade and restoration of road

35 1077.00 with 130 mm thick DBM and 75 to 100 mm 160 SMT

th. Asphalt concrete.

% 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 REPAIRING OF BREAKDOWN ON MACHINE HALL & EXISTING

DRAINAGE LINE IN DIFFERENT AREAS IN GOTA WARD OF

2 Time Limit 12 Months

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

registration with any other state Govt. or institutions.

4 Estimated Cost put to RS.

5 Earnest Money Deposit RS 3,00,000.00 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 RS 3,600.00 Demand Draft / Pay order in favour of Municipal

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(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 19.01.2026 TO 18.00 hrs only. The tenders received after

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

11 Date of Opening 21.01.2026 TO 12.00 hrs to Assistant Manager "North West

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

Zone Office", Rajmata vijyaraje Sindhiya bhavan,Nr.Atithi dining

hall,Judjes bunglow road, Bodakdev

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

Document 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.

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

Compensation For Delay 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)

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

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

1 REPAIRING OF BREAKDOWN RS 3,00,00,000.00 RS 3,00,000.00 12 months

ON MACHINE HALL &

EXISTING DRAINAGE LINE IN

DIFFERENT AREAS IN GOTA

2 Tender (a complete set of bidding document) fee shall be Rs 3,600.00 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. 19.01.2026 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. Atithi Hotel,Bodakdev

Ahmedabad. Not later than DT. 20.01.2026 17.00 HR

Tender (a complete set of bidding document) fee shall be RS 3,600.00 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

Rajmata vijyaraje Sindhiya bhavan,

Nr.Atithi dining hall, Judjes Bunglow Road, Bodakdev

Name of Work: BREAKDOWN REPARING WORK OF EXISTING DRAINAGE LINE MACHINEHOLE AND DRAINAGE LINE AT

CHANAKYAPURI AREA, JANTANAGAR AREA, TP-28,29,30 AREA & OTHER DIFF. PLACES IN GOTA WARD NWZ

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

(90) 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 : REPAIRING OF BREAKDOWN ON MACHINE HALL & EXISTING DRAINAGE

LINE IN DIFFERENT AREAS IN GOTA WARD OF NWZ.

DETAILS SPECIFICATION OF ITEM

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.

The exca vat ion in the f oundation shall b e carried o ut in true and le vel a nd sha ll have

the width and de pth as req uired and a s d irected. The Contractor shall pro vide nec essar y

slo pes to a s af e angle or ste ps as require d or direct ed at h is own cost No extra pa yment

shall be made f or such preca utio nar y measures taken. The bottom of the exc avated

area shall be leveled both longitudinally and trans verse ly as directed b y removing

excess soil and wat ering as required. No earth f illing will be allo wed f or bringing it to

le vel if by mistak e or any other reaso n excavat ion is made deeper or wider than as

directe d. T he extra depth or width shall be made u p with concrete of the same

proport ion as spec if ied f or the f oundation concrete at the cost of the contractor. T he

excavat ion up to any required depth shall be carried out under this item as req uired and

directe d by engineer in charg e.

Surfac e Ex cavation for Road Wor k :

Excavation exceedin g 1.5 mm in width a nd 10 sq mm on plan but n ot e xceeding 30 cm

in de pth in all k inds of soil which are specif ied shall be as treated as surf ace

Excavation in trenches for ser vice line s- Water suppl y and Drainage :

Excavation in trenches shall be carried out in an y material encou ntered on the site to

enable th e ser vice lines to be laid to the lines and levels sho wn and as d irected.

Excavation shall be made with ad equate and stab le side slopes or shoring strut ting if

necessary. T he con tractor shall pro vide all measures to pr otect adjo in ing properties

ser vice limes etc. T he contract or shall take necessary action to keep excavatio n f ree

Trenches sha ll be wide enoug h to pro vide suf f icient space f or joining and inspection.

The trench bed shall be trimmed and rammed with sprinklin g of sand or murmur so that

the pipes when laid to t he req uired le vels a nd gradients shall b e no the bottom f ully

supporte d along the entire leng th of the pip e. The trench shall be d eep ene d and

widened loca lly to re ceive the sockets and to permit the joint to be made a nd inspe cted.

Bef ore excavat ion is started rails shall be erected at con ve nient places and at all

changes of direct ion and gradie nts at a def inite and as f ar as practicable un if orm height

above th e proposed invert level of the pip es the center lime being clearly mark ed on

each horizontal rail. The depth of excavation a nd le ve l of the pipe invert s hall be

checked by mea ns of benching road of appropriate leng ths.

Disposal of the Excavated Stuff :

The exca vated stuff of the selected type sha ll be used f or f illing the trenches and plinth

or le veling the ground in la yers including ramming and watering etc. complete. The

Contractor shall remove the balance of the e xcavat ed f rom the sit e of work to a place a s

directe d within a lea d unto 50mm and f or all lif t.

Filing of Tren ches:

As soon as t he work in f oundation has been completed and measured the sides of

f oundation shall be cle ared of all dedan s brick bats mortar dropp ing etc. and f illed wit h

earth in la yers not exceeding 15 cm Each layer shall be adequately watered r ammed

well and con so lidate d bef ore the succe eding la yer is la id. The earth shall b e rammed

with iron rammers where f easible and with the butt en ds in la yer of crowbars wh ere

rammer cannot be used. The plinth sh all be sim ilarly f illed with earth in lay ers not

exceeding 15 cm ad equately watered and consolidated by ra mming with iron or wooden

rammers. W hen f illing reaches f inished level the surf ace sha ll b e f looded with wa ter f or

at least 24 hours an d allowed t o dr y and then rammed a nd consolidate d. The f inis hed

le vel of f iling shall be kept to shape and gradient intended to receive an y f loor f inish.

The excavated stuf f of the select ed t ype only sha ll b e allowed to be used f or f illing the

trenches and p linths . Under no circumstances b la ck cotton soil sha ll be used f or f illing

FILLING MAT ERI AL S:

Filling materials may b e either excavated stuff of selecte d materials brought f rom

Excavated stuf f or sele cted earth to b e used sh all be cleared of all rubb ish larg e size

stones brick bats et c. complete and big clo ds shall be broken down to a size of 50 mm

The selected soil and or murmur or any other mater ials shall be got approved bef ore

Ref illing shall be do ne in a systemat ic manner b y the contr actor bef ore ref illing starts,

the contractor sha ll got checked the trenches rea dy f or ref illing.

The space bet ween f oundation masonar y concrete p ip e line and the sides of excavat ion

and/or bottom of f ound at ion shall b e refille d to the original surf ace or up to plint h level

with earth or se lect ed materials in layers of 15 cm to 20 cm each well watered and

Each layer shall be watered and compacted with heavy ramm er bef ore the upper layer is

la id till the f inal leve l is reached to f orm a thoroughly compacted base.

Ref illing on top of pipe sh all be carried out caref ully with se lecte d sof t stuff out of the

excavat ed stuf f. T he ref illing shall b e raised about 5 cams. For subseq uent settle ments.

The contractor shall be resp onsible f or any settlement dur ing passage of time of during

monsoon and the same sha ll be ref illed wit h stuff brought f rom the out side if

The process of ref illing brunches in plint h watering ramming shall b e carried out in suc h

a wa y as not to dan ger to pipe line f or foundatio n f ooting plinth we ll etc. a lread y laid or

If water ing is not done b y contractor with its o wn arra nge meant watering charg es at

20% of this item rate shall be deducted f rom the bill against t his item.

The decision of the Addl. C.E. shall be final and binding to the contractor.

Mode of Measurement shall be paid by CMT basis.

Extra rate over item of excavation of earth if excavation is to be done in wet condition without

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

Mode of Measurement shall be paid by CMT basis.

Extra rate over item of excavation of earth for excavation of asphalt pavement of thickness up to

0.20 meter inclu Up to 0.30 meter (By Breaker Machine including cost of operator, fuel, &

transportation etc complete. ding demolishing the asphalt carpet,metal,soiling 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, & transportation etc

This Item Rate is Extra rate over item of excavation of earth for excavation of asphalt pavement of thickness up to

0.20 meter inclu Up to 0.30 meter (By Breaker Machine including cost of operator, fuel, & transportation etc complete.

ding demolishing the asphalt carpet,metal,soiling etc.comp. with stacking the material as directed .The decision of the

Addl. C.E. shall be final and binding to the contractor.

Mode of Measurement shall be paid by smt basis.

ITEM NO-4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer by

ramming and watering.

Mode of Measurement shall be paid by CMT basis.

Item No.05: Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage,

sludge, excavated rock, fly ash, aggregates of any kind Including spreading & levelling etc.

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

place within distance specified in the relevant item or as directed and ordered by the Engineer, so as not

to cause any inconvenience to the public traffic. If the instructions are not complied within 7 days from the

date of order to cart the surplus materials and clear the site, the said work shall be carried out by the

Municipal Corporation at the risk and cost of the contractor and no claim or dispute shall be entertained in

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

clear the road surface.

Mode of Measurement shall be paid by cmt basis.

Item No.06: Providing and supplying and jointing ISI mark only standard length Stoneware Pipes

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

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

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

laying, joiting with cement mortar (1:1) proportion, proper postion, grade and alignment and all

level as directed by engineer in charge including store to site of work jointing material etc

Mode of Measurement shall be paid by RMT basis.

Item No.07: Providing & Supplying ISI Standard RCC pipes (of sulphate resisting cement) in a

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

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

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

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

loading, unloading, etc complete. Including labour work for lowering, laying, jointing, RCC pipes in

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

engineer in charge. (RCC pipe Horizontal cast)

Mode of Measurement shall be paid by RMT basis.

Item No.08: Constructing Chamber of following size including excavation, refilling, BBCC (1:5:10)

for foundation, C.C.Channel (1:2:4), finished 15 mm thick cement plaster inside in CM 1:3, finishing

with cement slurry, Brick masonary in CM 1:5 & excluding the cost of chamber seat cover

0.60 X 0.45 mt. size Inside Clear, Depth from

0.0 to 0.90 meter

0.60 X 0.75 mt. size Inside Clear, Depth from

0.0 to 0.90 meter.

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

0.0 to 1.20 meter.

Mode of Measurement shall be paid by NOS.basis.

Item No.09: 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 Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of thickness 15 C.M.,Including Cantering &

Reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.)But Excluding The Cost Of Manhole

Seat Cover Etc. Completed Of Size 0.75 X 1.00 Meter (Inside Clear, M.H. length should be parallel

1.00 to 2.00 meter depth, (Slab at Ground

b 2.00 to 3.00 meter depth, (Slab at below

Mode of Measurement shall be paid by NOS. basis.

Item No.10: 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 below Ground Level (Max. 3 unit of DM should

be reduced in this item)

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

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

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

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

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

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

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

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

parallel to the flow.

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.

Item No.12: Extra rate over item of Constructing Slab Type M.H./Chamber of following size for

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

of size 1.00 x 1.40 mt. (inside clear) and Depth from.

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

Item No.13: 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.14: Dismantling of existing Arch type manhole up to Arch and then Const. Slab type

manhole of following size incl. excavation, refilling and & finished 15 mm thick cement plaster

inside in CM 1:3, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in

masonry CM 1:5, incl. cost of RCC Slab in CC 1:1.5:3, including Cantering & reinforcement as

directed by engineer in charge. Rate includes carting of debris and excavated soil.

a 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at

C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at

C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at

C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM& reinforcement (double jalli at

C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at

C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. From G.L.)

Mode of Measurement shall be paid by NOS. basis.

Item No.15: Making connection to the ex.M.H.in running sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any convenient time. All damaged work shall be well

repaired as per instructions. etc..complete.

Mode of Measurement shall be paid by NOS. basis.

Item No.16: Cutting the pipes of following dia coming in the new M.H.in running sewer including

cutting bars, including removing debris /silt from the M.H. and carting at a suitable distance

etc..complete as directed. No payment for M.H. work will be made until pipe is not cut completely

in all respect.

Mode of Measurement shall be paid by NOS. basis.

Item No.17: Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick

work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and

existing MH sheet cover, removing the debris from MH and carting the same as directed.

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.18: Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber sheet cover,

removing the debris from chamber and carting the same as directed.

Mode of Measurement shall be paid by NOS. basis.

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

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

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

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

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

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

described as above

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 No.1 to IS 12592 : 2002 table

F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening, The dimension of

frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm clear opening, The

dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

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 12592 : 2002 table

Mode of Measurement shall be paid by NOS. basis.

Item No.20: Carting and Fixing M.H., Chamber or Catchpit 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 by A.M.C. (from any store).

Mode of Measurement shall be paid by NOS. basis.

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

after completion of the connection work as directed.

a 100 mm to 300 mm dia.

b 350 mm to 600 mm dia

Mode of Measurement shall be paid by NOS. basis.

Item No.22: Providing Dead Cantering using good quality Country Wood Planks, wall Plate of

required thickness and size including placing the nece. supports of reqd. size, nailing, fixing with

mortar, levelling. All specification for dead centring as per standard engg. practice etc. comp. as

Mode of Measurement shall be paid by SMT. basis.

Item No.23: Supplying, labour for excavation of all types of soil at any depth including excavation

of asphalt pavement of any thickness, demolition of brick work in CM of any proportion including

stacking of serviceable materials and disposal of unserviceable material etc. comp. as directed.

a Mazdoor at day /night

b Kadia at day / Night

c Makadam/ supervision/Fitter at day / Night

This Item Rate is Supplying, labour for excavation of all types of soil at any depth including excavation of

asphalt pavement of any thickness, demolition of brick work in CM of any proportion including stacking of

serviceable materials and disposal of unserviceable material etc. comp. as directedThe decision of the Addl.

C.E. shall be final and binding to the contractor.

Mode of Measurement shall be paid by No basis..

Item No.24: Barricading the entire break down or excavated area on rental basis using wooden

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

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

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

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

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

Mode of Measurement shall be paid by RMT. basis.

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

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

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

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

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

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

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

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

pieces shall not be included in the paying quantity. The work shall be done as per drawing and

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

Mode of Measurement shall be paid by KG. basis.

Item No.26: Providing TMT Bar FE415 reinforcement for R.C.C. work including bending, binding

and placing in position complete upto floor two level (upto 10 ton)

Mode of Measurement shall be paid by KG. basis.

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

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

Mode of Measurement shall be paid by CMT. basis.

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

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

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

Mode of Measurement shall be paid by SMT. basis.

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

Mode of Measurement shall be paid by SMT. basis.

Item No.30: Providing and Casting in situ ordinary cement concrete M200 for R.C.C. Raft and

cutt off walls including necessary shuttering laying, vibrating, ramming and curing complete.(B)

Walls, fom top of foundation level upto floor two level.

Mode of Measurement shall be paid by CMT. basis.

Item No.31: Labour charger for lowering existing Ventilating column safely with the help of

required capacity of hydra crane or any type of required capacity of crane. Item also includes

welding machine , gas cutter , electric cutter , breaker etc necessary machineries required for this

work with out damage and item also includes carting the same to the AMC store. etc. comp as

Mode of Measurement shall be paid by NOS. basis.

Item No.32: Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt

including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with

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

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

Mode of Measurement shall be paid by NOS. basis.

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

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

A 15 mm (I.code no. 23061)

B 25 mm (I.code no. 23062)

C 32 mm (I.code no.23063)

D 40 mm (I.code no. 23064)

E 50 mm (I.code no. 23065)

F 110mm (I.code no. 23067)

G 160 mm (I.code no. 23066)

Mode of Measurement shall be paid by RMT. basis.

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

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

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

Mode of Measurement shall be paid by RMT. basis.

Item No.36: Providing and operation dewatering Pump including fuel charges & operator Charges

etc. as directed etc. comp. (Shift for Eight Hour) (For Each Pump Set, No payment should be

allowed for non working condition of machinery)

Mode of Measurement shall be paid by SHIFT. basis.

Item No.37: Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost of

to and fro transportation, laying of the delivery hoses as required, lowering and lifting the pumps

as and when required etc. complete. Set Do As Directed. (No payment should be allowed for non

working condition of machinery)

Mode of Measurement shall be paid by HP/HR. basis.

Item No.38: Hiring and operating the 20 KV 3 Phase Electric Generator for operating desilting

machinery, and lighting and other requirements with Arranging diesel to run the D.G. Set Do As

Directed. 8 Hrs Shift. (No payment should be allowed for non working condition of machinery)

Mode of Measurement shall be paid by SHIFT. basis.

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

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

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

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

of machinery and for pipe line excavation and laying work)

Mode of Measurement shall be paid by HRS. basis.

Item No.40: Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on

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

allowed for non working condition of machinery and for pipe line excavation and M.H. work.

Allowed only for break down work)

Mode of Measurement shall be paid by HRS. basis.

Item No.41: Providing & Supplying Hitachi Machine-110 capacity on rental basis in case of

emergency situation and break down type work & also during unavoidable condition as per

instruction of engg. in charge, rate includes all nece. shifting, fuel and operating charges . (No

payment should be allowed for non working condition of machinery)

Mode of Measurement shall be paid by HRS. basis.

Item No.42: Providing & Supplying Hitachi Machine-200 capacity on rental basis in case of

emergency situation and break down type work & also during unavoidable condition as per

instruction of engg.incharge , rate includes all nece. shifting, fuel and operating charges. (No

payment should be allowed for non working condition of machinery)

Mode of Measurement shall be paid by HRS. basis.

Item No.43: Providing & Supplying hydra carne Machine of 12 tone capacity on rental basis in case

of emergency situation and break down type work & also during unavoidable condition as per

instruction of engg. in charge, rate includes all nece. shifting, fuel and operating charges. (No

payment should be allowed for non working condition of machinery)

Mode of Measurement shall be paid by Per 8 hr Shift basis.

CONTRACTOR'S SIGNATURE Dy.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)