Providing & Laying Drainage Line & Constructing Machinehole And Maintanance Of Drainage Line Related Work In Bopal Area SWZ. (A.R.C.)

*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.10,709.00 Date of Opening :03.03.2026 Time: 17:00 Hrs

Contractor’s Name &Address :

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

Name of Work :- Providing & Laying Drainage Line & Constructing Machinehole And

Maintanance Of Drainage Line Related Work In Bopal Area SWZ.

Sr. QTY Item Description Rate in

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.

a In all sorts of soil and soft murrum

1.A.1 Upto 1.50 mt depth 89.00 Cu.M

1.A.2 1.50 mt to 3.00 mt depth 98.00 Cu.M

1.A.3 3.00 mt to 4.50 mt depth 103.00 Cu.M

1.A.4 4.50 mt to 6.00 mt depth 109.00 Cu.M

1.A.5 6.00 mt to 7.50 mt depth 113.00 Cu.M

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

2 stacking the material as directed.

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

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

b complete. 177.76 Smt

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

c complete. 311.08 Smt

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

3 ramming and watering 129.10 Cu.M

CONVEYANCE CHARGES-FOR

DIFFERENT TYPES OF MATERIALS (A)

lime murrum building rubbish earth manure

or sludge & execavated rock and rubbish

4 [Lime murrum building rubbish]

a a) Lead up to 1 Km. 256.16 Cmt

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

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

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

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

Providing and supplying ISI marked only

Standard length Stoneware pipes in standard

lengths of following class and diameter

including all taxes, insurance, transportation,

freight charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking etc. complete.

a 100 mm 113.00 Rmt

b 150 mm 163.00 Rmt

c 200 mm 252.00 Rmt

d 230 mm 299.00 Rmt

Lowering, laying and jointing Stone ware of

following diameters in with CM 1:1 paraption

in proper position, grade and alingnment at all

level as directed by Engineer-in-charge

including conveyance from stores to site of

work,and jointing material etc Comp.

a 100 mm 58.00 Rmt

b 150 mm 88.00 Rmt

c 200 mm 113.00 Rmt

d 230 mm 128.00 Rmt

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

30.00 300 mm dia

20.00 450 mm dia

15.00 600 mm dia

15.00 900 mm dia

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

30.00 300 mm dia

20.00 450 mm dia

15.00 600 mm dia

15.00 900 mm dia

Constructing Chamber of following size

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

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

15 mm thick cement plaster inside in CM

1:3, finishing with cement slurry, Brick

masonary in CM 1:5 & excluding the cost of

chamber seat cover etc..completed.

0.60 X 0.45 mt. size Inside Clear, Depth

from 0.0 to 0.90meter for pipe dia <=150

0.60 X 0.75 mt. size Inside Clear, Depth

from 0.0 to 0.90meter for pipe dia <=20

1.00 0.75 X 0.75 mt. size (Inside Clear) Depth

c from 0.0 to 1.20 meter for pipe dia <=20 mm 3905.36 No.

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 to the flow)

2.00 1.00 to 2.00 meter depth, (Slab at Ground

a level) (for pipe dia <=230 mm) 5651.79 No.

1.00 2.00 to 3.00 meter depth, (Slab at below

b 0.60 mt. From G.L.) (for pipe dia <=300 mm) 11395.54 No.

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

11 DM should be reduced in this item) DM

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)

2.00 1.00 to 2.00 meter depth,

a (Slab at Ground level) 10177.68 No.

1.00 2.00 to 3.00 meter depth,

b (Slab at below 0.6 mt. From G.L.) 19258.04 No.

2.00 3.00 to 4.00 meter depth,

c (Slab at below 1.00 mt. From G.L.) 26867.86 No.

Constructing Slab Type M.H. Chamber of

following size incl. excavation, refilling, brick

bats cement concrete (1:5:10) of thickness

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

finished 15 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 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 1.2 x

2.2 meter (Inside Clear, M.H. length should be

parallel to the flow.

For Pipe dia. 1200 mm

1.00 (i) 1.2 m x 2.2 m x 4m (Slab at below 1.00 mt.

from G.L.) 38586.61 Nos.

Extra rate over item of Constructing 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. Of size

x 2.20 mt. (inside) and depth from

1.00 (i) 4.0 to 5. 0 meter depth

1.00 (ii) 6.0 to 7. 0 meter depth

Constructing Scrapper Slab Type M.H. Chamber

of following size incl. excavation, refilling, brick

bats cement concrete (1:5:10) of thickness

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

finished 15 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 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 2.2 x

2.2 meter (Inside Clear, M.H. length should be

parallel to the flow,

1.00 (i) 2.2 m x2.2 m x 4 m (Slab at below 1.00 mt.

from G.L.) 51651.79 Nos.

Extra rate over item of Constructing Scraper 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. Size 2.2 x 2.2 meter (inside) and depth

1.00 (i) 4.0 to 5. 0 meter depth

1.00 (ii) 6.0 to 7. 0 meter depth

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.

3.00 a. 150 mm to 300 mm dia.

2.00 b. 400 mm to 600 mm dia.

1.00 c. 700 mm to 900 mm dia.

1.00 d. Up to 1600 mm dia.

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

18 suitable distance etc..complete as

directed. No payment for M.H. work will

be made until pipe is not cut completely in all

2.00 150 mm to 300 mm dia.

2.00 400 mm to 600 mm dia.

1.00 700 mm to 900 mm dia

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.

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

15.00 (B)(A) up to 0.35 mt. (@ Two Coarse)

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

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

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

1.00 chamber and carting the same as directed.

21 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 1.00 x 0.75 mt (inside clear) RCC Slab of

thickness 15 C.M& reinforcement (Single jalli at

15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt

depth (Slab at Ground level)

b 1.00 1.00 x 0.75 mt (inside clear) RCC Slab of

thickness 15 C.M& reinforcement (Single jalli at

15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt

depth (Slab at below 1.00 mt.From G.L.)

c 1.00 1.40 x 1.00 mt (inside clear) RCC Slab of

thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt

depth (Slab at Ground level)

d 1.00 1.40 x 1.00 mt (inside clear) RCC Slab of

thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt

depth (Slab at below 1.00 mt. From G.L.)

e 1.00 1.40 x 1.00 mt (inside clear) RCC Slab of

thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 3 to 4 mt

depth (Slab at below 1.00 mt. From G.L.)

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

22 the work site etc. comp. Directed.

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

[EHD-35] Machinehole Covers & Frame-

8.00 560mm ø clear opening,

( Only Cover ) 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 :

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

35] Machinehole Covers & Frame- 560mm ø

clear opening, The dimension of frame and cover

as per mentioned in Amend No.1 to IS 12592 :

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

20] Machinehole Covers & Frames- 560mm ø

10.00 clear opening,

(Only Cover) 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 :

table 1 (Only Cover)

(Only 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 :

table 1 (Only Frame )

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

[MD-10] Machinehole Covers & Frames-

10.00 560mm ø clear opening,

(Only Cover ) 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 :

(Only 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 :

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

[MD-10] Chamber Covers & Frame- 600 x

5.00 mm clear opening,

(Only Cover ) 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 :

(Only 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 12592 :

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

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

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

50.00 per instruction by engg. in charge.

24 71.10 per Kg

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same

after completion of the connection work as

5.00 (A) 100 mm to 300 mm dia.

3.00 (B) 350 mm to 600 mm dia

1.00 (C) 650 mm to 900 mm dia

1.00 (C) 1200 mm dia

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.

5.00 as directed.

Supplying, labour for Excavation of all types

of soil at any depth including excavation of

aphalt pavement of any

thickness,demolition of brickwork in cm of

any proportion including staking of

serviceable materials and disposal of

unserviceable materia etc. comp. as directed

10.00 Mazdoor (Male) at day /Night (R&B SOR

a 2023-24 sr no.1051 Code no.L022) 493.00 No

5.00 Mazdoor (Female) at day (R&B SOR 2023-24

b sr no.1050 Code no.L021) 450.00 No

5.00 Makadam/Supervisor/Fitter at Day/Night

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)

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

Providing TMT Bar FE415 reinforcement for

R.C.C. work including bending, binding

and placing in position complete upto floor two

19.00 level (upto 10 ton)

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

1.00 : 5 -fine sand)(B) Conventional

Providing15mm thick cement plaster in single

coat on Rough (Similar) side of single or

half brick walls for interior plastering up

to floor two level and finished even and

smooth in (i) Cement mortar 1:3 (1-cement:3-

5.00 Reinstatement of Asphalt road using the same

33 material. 103.57 Smt

Raising of MH using new mathod as per

drawing and tech.details below (1) cutting

road by cutter machine up to 0.15mt. Depth

and up to 1.50 X 1.50 sq mt max. area. (2)

Demolishing surrounded portion of MH seat

to remove seat from base masonary by

braker.(3) p/l brick maso. Up to 0.16 mt. in

CM1:3 ( two course) (4) Fixing/Placing MH

seat after base morter bedding made from

MasterEmaco -S488 towerable mortar as

per requirement (5) P/L 10 mm grit mix

conc. made of SHRINKKOMP-30 surround to

MH seat in any thicknes up to 0.35 mm max

below raod level and finish it rough surface.

(6) labour work for laying cold mix bitumin

asphalt up to road surface and make it

smooth finish after properly compacting by

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 (upto

1.00 10ton). (As Per Auda Approval Rate)

Providing and laying cement concrete 1:4:8 (1-

Cement: 4-coarse sand:8- and broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in(A)

1.00 Foundation and Plinth (upto 10 ton)

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

3.00 condition of machinery )

37 600.00 Shift

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

143.52 machinery )

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

2.00 working condition of machinery )

39 2800.00 Shift

24.00 Hiring Charges For J.C.B.Machine Inclduing

40 Cost Of Fuel, Operator, Dirver Etc.. 535.71 Hour

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.incharge , rate

includes all nece. shifting, fuel and

operating charges . (No payment should

be allowed for non working condition of

4.00 machinery )

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

4.00 machinery )

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.incharge , rate

includes all nece. shifting, fuel and operating

charges . (No payment should be allowed

for non working condition of machinery)

43 5500.00 hr Shift

Hiring of Tractor with trolley considering 8 Hrs.

As working Day hours inclu. Driver (GWSSB

SOR-2022-23 Section-2E-Miscellenous Item

44 2104.09 Shift

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

45 1200.00 Shift

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

Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the

Material with water at OMC in mechanical

mix plant carriage of mixed Material by

tipper to site, laying in uniform layers in sub-

base / base course on well prepared surface

and compacting with vibratory roller to

achieve the desired density as per Codal

47 Provision. 1739.38 cmt

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),

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.

5.00 comp. as directed.

CatchPit Jali Fixing P/F FRC catch pit jali with

frame 600mm x 600mm clear opening etc.

comp.. As directed by engineer in charge.

(in words also)

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South West Zone, Zonal Office", Opp.karnavati club, Jodhpur Ahmedabad.

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors .

1 Name of work Providing & Laying Drainage Line & Constructing Machinehole And Maintanance

Of Drainage Line Related Work In Ghuma Area SWZ.

2 Time Limit 12 Months (Excluding Monsoon)

3 Eligibility Criteria Register “E2” 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.10,70,850.00

5 Earnest Money Deposit Rs.10,709/-(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 infavour of Municipal Commissioner,

(Non refundable) Ahmedabad)

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

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

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 and

Tenders. time will not be entertained under any circumstances.

11 Date of Opening Dt.03.03.2026 at 17.00 Hrsto 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 post/

Documents 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 shall be

Specification applicable.

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juchmÃjtgmt&u) GSTltltuxeVefuNlBþscGST sgtkjtøþvz<tuntugðgtk, m>hnwkftbltBidder

yuGST ltuxeVefuNlBþscleyuÃjefucejexeægtlbtkhtFeluhuxLþkcez´dfhJtLþkhnuNu.

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

(SouthWest 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 Providing & Laying Drainage Line & Rs.10,709/- 12 months

Constructing Machinehole And (Excluding

Maintanance Of Drainage Line Related Monsoon)

Work In Ghuma Area SWZ. Rs.10,70,850.00

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. 03.03.2026 at 16:00hrs

tender fee as mentioned in clause 2 above shall be paid by the bidder at the time of bid

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

(SouthWest 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

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 perAs per circular no 38 Date 21.11.2022of finance department of Ahmedabad Municipal

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

bills of contractors.

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then

contractor shall not claim for any extra rate for non execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as

directed"/approved" by the Engineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken

to mean as a reference to the latest edition of the same in force on the date of agreement.

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of

specific mention of a particular point or aspect, the provisions on these particular points, or

aspects in the relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out

nearest to the following limits:

(i) Length, width and depth (height)------- 0.01 Meter.

(ii) Areas -----0.01 Sq. Mt.

(iii) Cubic Contents ------0.01 Cu.Mt.

15. The distance, which constitutes lead, shall be determined along the shortest practical route

and not necessarily the route actually taken. The decision of the Engineer-in-charge in this

regard shall be taken as final.

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,

specifications shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of

work is in the form of a designation containing the number of the specification of the material

and prefix 'M' e.g. 'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve

the contractor from the responsibility of replacing defective material brought on site or

materials used in the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner. Materials

shall be stone at site of work in a systematic manner. Materials shall be stored in such a manner

as to prevent damage, deterioration or intrusion of foreign matter and to-ensure the

preservation of their quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from

the site of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the particular

27. All tools, templates, machinery and equipment for correct execution of the work as well as for

checking lines, levels, alignment of the works during execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or

over loading of the various components of the structure during execution or after completion of

29. All necessary safety measures and precaution (including those laid down in the various relevant

Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the

works as also of the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one

percent towards testing charges is separately made.

31. Time limit is to be considered as per given LOI of different approved estimate of workIn failure

complete of work in Specify time limit liquideddamages fordealy close will be applicable .

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 12Month(excludingmonsoon )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:- Providing & Laying Drainage Line & Constructing

Machinehole And Maintanance Of Drainage Line Related Work In Ghuma Area

1 Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all

with shoring andstruting ifrequired asper requiredgradient andline 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.

a In all sorts of soil and soft murrum

1.A.1 Upto 1.50 mt depth

1.A.2 1.50 mt to 3.00 mt depth

1.A.3 3.00 mt to 4.50 mt depth

1.A.4 4.50 mt to 6.00 mt depth

1.A.5 6.00 mt to 7.50 mt depth

Iteam no 2 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.

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.Cuttermachine including cost of operator, fuel, & transportation etc

Iteam no3 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

Iteam no4 CONVEYANCE CHARGES-FOR DIFFERENT TYPES OF MATERIALS

(A) lime murrum building rubbish earth manure or sludge &execavated rock

and rubbish [Lime murrum building rubbish]

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.

e e) Lead From 4 Km to 5 Km.

Iteam no5 Providing and supplying ISI marked only Standard length Stoneware pipes

in standard lengths of following class and diameter including all taxes,

insurance, transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores, stacking etc.

Iteam no6 Lowering, layingand jointing Stone ware of followingdiameters in with

CM 1:1 paraption in proper position, grade and alingnment at all level as

directedby Engineer-in-charge including conveyance from stores to site of

work,and jointing material etc Comp.

Iteam no7 Providing and supplying ISI Standard R.C.C.pipes(of Sulphate Resisting

Cement) in standardlengths of following class and diameter suitable for

either collar joints or rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspectioncharges, loading,

unloading, conveyanceto departmentalstores, 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

Iteam no8 Lowering, layingand jointing R. C. C. pipes in C. M. 1:1 1/2

offollowing diameters in proper position, gradeand alignmentat alllevel

asdirected by Engineer-in-charge including conveyance from stores to site

of work, labour, giving hydraulic testing as per ISI code.

Class NP2,NP3,NP4

Iteam no9 Constructing Chamber of following size including excavation, refilling,

BBCC (1:5:10) for foundation, C.C.Channel (1:2:4), finished 15 mm thick

cement plaster inside in CM 1:3, finishing with cement slurry, Brick

masonary in CM 1:5 & excluding the cost of chamber seat cover

etc..completed.

a 0.60 X0.45 mt.size InsideClear, Depthfrom 0.0 to 0.90meter for pipe

b 0.60 X0.75 mt.size InsideClear, Depthfrom 0.0 to 0.90meter for pipe

c 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter for pipe

Iteam no10 Constructing Slab Type M.H. Chamber Of The Following Size Including

Excavation, Refilling, Brick Bats Cement Concrete (1:5:10) of thickness

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.SteelHdpe Coated Steps 35 Cm C/C At 35 Cm

Staggered Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of thickness

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 to the flow)

a 1.00 to 2.00 meter depth, (Slab at Ground level) (for pipe dia<=230 mm)

b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) (for pipe

11 Rate reduction over item of Constructing Slab Type M.H.Chamber of size

1.00 x 0.75 mt for constructing slab @ depth more than 0.60 mt below

Ground Level (Max. 3 unit of DM should be reduced in this item)

Iteam no12 Constructing Slab type M.H. Chamber of the following size including

excavation, refilling, brick bats cement concrete (1:5:10) of thickness

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 diaM.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

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 Size1.00 X1.40 meter (Inside Clear, M.H. length should

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

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.)"

Iteam no13 Constructing 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 15 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 of Size 1.2 x 2.2 meter (Inside Clear, M.H. length should be

parallel to the flow.

For Pipe dia. 1200 mm

(i) 1.2 m x 2.2 m x 4m (Slab at below 1.00 mt. from G.L.)

Iteam no14 Extra rate over item of Constructing 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. Of size 1.20 x 2.20 mt. (inside) and depth from

(i) 4.0 to 5. 0 meter depth

(ii) 6.0 to 7. 0 meter depth

Iteam no15 Constructing Scrapper Slab Type M.H. Chamber of following size incl.

excavation, refilling, brick bats cement concrete (1:5:10) of thickness

C.M., C.C. channel (1:2:4) of thickness 10 C.M., finished 15 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 of Size 2.2 x 2.2 meter (Inside Clear, M.H. length should be

parallel to the flow,

(i) 2.2 m x2.2 m x 4 m (Slab at below 1.00 mt. from G.L.)

Iteam no16 Extra rate over item of Constructing Scraper 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. Size 2.2 x 2.2 meter (inside)

(i) 4.0 to 5. 0 meter depth

(ii) 6.0 to 7. 0 meter depth

Iteam no17 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.

a a. 150 mm to 300 mm dia.

b b. 400 mm to 600 mm dia.

c c. 700 mm to 900 mm dia.

d d. Up to 1600 mm dia.

Iteam no18 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

paymentfor M.H.work will be made until pipe is not cut completely in all

a 150 mm to 300 mm dia.

b 400 mm to 600 mm dia.

c 700 mm to 900 mm dia

Iteam no19 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 0.35 mt. (@ Two Coarse)

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

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

Iteam no20 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.

Iteam no21 Dismantling of existing Arch type manhole up to Arch and then Const. Slab

type manhole of following size incl. excavation, refilling and & finished

mm thick cement plaster inside in CM 1:3, P/F 4 mm diaM.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 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

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

(Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below

1.00 mt.From G.L.)

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

(double jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

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

(double jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at

below 1.00 mt. From G.L.)

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

(double jalli at 15 C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at

below 1.00 mt. From G.L.)

Iteam no22 Providing F.R.C. MH seat cover incl. carting to the work site etc. comp.

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

Machinehole Covers & Frame- 560mm ø clear opening,

( OnlyCover ) 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

( OnlyFrame ) 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

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

560mm ø clear opening,

(Only Cover) 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 1 (Only Cover)

"(Only 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,

(Only Cover ) 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

(Only 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

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

600 x 450 mm clear opening,

(Only Cover ) F.R.C. Medium Duty [MD- 10] Chamber Covers & Frame- 600 x

mm clear opening, The dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

(Only 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 12592 : 2002 table

Iteam no23 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)

Iteam no24 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.

Iteam no25 Providing Kachhaof Pakka Dummy in the followingdia pipes and removing

the same after completion of the connection work as directed.

a (A) 100 mm to 300 mm dia.

b (B) 350 mm to 600 mm dia

c (C) 650 mm to 900 mm dia

d (C) 1200 mm dia

Iteam no26 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 directed.

Iteam no27 Supplying, labour for Excavation of all types of soil at any depth including

excavation of aphalt pavement of any thickness,demolition of brickwork in

cm of any proportion including staking of serviceable materials and disposal

of unserviceable materia etc. comp. as directed

a Mazdoor (Male) at day /Night (R&B SOR 2023-24 sr no.1051 Code no.L022)

b Mazdoor (Female) at day (R&B SOR 2023-24 sr no.1050 Code no.L021)

c Makadam/Supervisor/Fitter at Day/Night

Iteam no28 Barricading the entire break down or excavated area on rental basis

using wooden ballies / M.S.angles at max. 2.00 metercentre 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)

Iteam no29 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 thesame to the AMC store. etc. comp as

Iteam no30 Providing TMT Bar FE415 reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level (upto

Iteam no31 "Brick work using common burnt clay building brickshaving

crushingstrength notless than35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:5. (1- Cement

: 5 -fine sand)(B) Conventional "

Iteam no32 Providing15mm thickcement plaster in single coaton Rough (Similar)

side of single or half brick walls for interior plastering up to floor

two level and finished evenand smoothin (i) Cement mortar 1:3 (1-

Iteam no33 Reinstatement of Asphalt road using the same material.

Iteam no34 Raising of MH using new mathod as per drawing and tech.details below (1)

cutting road by cutter machine up to 0.15mt. Depth and up to 1.50 X 1.50 sq

mt max. area. (2) Demolishing surrounded portion of MH seat to remove seat

from base masonary by braker.(3) p/l brick maso. Up to 0.16 mt. in CM1:3 (

two course) (4) Fixing/Placing MH seat after base morterbedding madefrom

MasterEmaco -S488 towerable mortar as per requirement (5) P/L 10 mm

grit mix conc. made of SHRINKKOMP-30 surround to MH seat in any

thicknes up to 0.35 mm max below raod level and finish it rough surface. (6)

labour work for laying cold mix bitumin asphalt up to road surface and

make it smooth finish after properly compacting by compector.

Iteam no35 Providing andCasting insitu ordinarycement concrete M200 for R.C.C.

Raft and cuttoff wallsincluding necessary shuttering laying, vibrating,

ramming and curing complete.(B) Walls, fomtop of foundation level upto

floor two level (upto 10ton).

Iteam no36 Providing and laying cement concrete 1:4:8 (1-Cement: 4-coarse sand:8- and

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

cost of formwork in(A) Foundation and Plinth (upto 10 ton)

Iteam no37 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 )

Iteam no38 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 fornon working condition of

Iteam no39 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 )

Iteam no40 Hiring Charges For J.C.B.MachineInclduing Cost Of Fuel, Operator,

Iteam no41 Providing &Supplying Hitachi Machine-110 capacity on rental basis in

case of emergency situation and break down type work& alsoduring

unavoidablecondition as per instruction of engg.incharge , rate includes all

nece. shifting, fuel andoperating charges . (No paymentshould be allowed

for non working condition of machinery )

Iteam no42 Providing &Supplying Hitachi Machine-200 capacity on rental basis in

case of emergency situation and break down type work& alsoduring

unavoidablecondition as per instruction of engg.incharge , rate includes all

nece. shifting, fuel andoperating charges . (No paymentshould be allowed

for non working condition of machinery )

Iteam no43 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.incharge , rate

includes all nece. shifting, fuel and operating charges . (No payment should

be allowed for non working condition of machinery)

Iteam no44 Hiring of Tractor with trolley considering 8 Hrs. As working Day hours

Iteam no45 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

Iteam no46 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)

Iteam no47 Providing, laying, spreading and compacting graded stone aggregate to wet

mix macadam specification including premixing the Material with water at

OMC in mechanical mix plant carriage of mixed Material by tipper to site,

laying in uniform layers in sub- base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density as per

Codal Provision.

Iteam no48 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 outjali etc. comp. as directed.

Iteam no49 CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm

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

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)