BREAKDOWN MACHINE HOLE REPAIRING WORK OF DRAINAGE LINE AND STROM WATER LINE AT VANDEMATRAM AREA AND SHAYONA AREA DIFF. PLACES & DIFF. PLACES IN CHANDLODIA WARD NWZ. (ARC)

Sr. No. QTY Item Description Per Amount

Excavation for pipe line trenches for

water supply, sewerage line, manhole etc.

all with shoring and struting if required as

per required gradient and line including

safety provisions using site rails and

1 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. (Item No 1 -Part 1&2

Labour Sec.GWWSSB SOR 2022-23 )

0 to 1.5 meter depth. (Item No.1. A.1 Pg

1.5 to 3 meter depth. (Item No.1. A.2 Pg

3 to 4.50 meter depth.(Item No.1. A .3 Pg

4.50 to 6.00 meter depth.(Item No.1 A.4

6.00to 7.50 meter depth.(Item No.1 A.5

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.(based on

previously approved rate by CE sir Item

No.3 Drainage/SWD pipe Line )

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,

3 0.00 metal, soiling/cutting Reinforcement

etc.comp. with stacking the material as

directed.(based on previously approved

rate by CE sir Item No.4 A to C

Drainage/SWD pipe Line )

a 15.00 up to 0.20 meter thickness (By Manual) 71.42 Smt

Up to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine

including cost of operator, fuel, &

transportation etc complete.(By Manual)

0.30 meter & above (By any type of

Breaker Machine or R.C.C.Cutter

c 15.00 machine including cost of operator, fuel, 312.50 Smt

& transportation etc complete.(By

Filling available excavated earth

(excluding rock) in trenches, plinth, sides

of foundations etc. in layers not

4 0.00 exceeding 20 cm. in depth consolidation

each deposited layer by ramming and

watering.(Item No 14 -Part 1&2 Labour

Sec.GWWSSB SOR 2022-23 )

75.00 Refilling as directed 22.00 Cu.M

brought do-- with selected soil from

75.00 outside including all lead 175.00 Cu.M

Conveyance charge of

earth,lime,murrum, building

rubbish,manual garbage,sludge

,excavated rock,fly ash, aggregate of any

kind etc. comp. up to 5Km. lead ( As Per

R.A Basedon Building SOR 2015-16)

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

(item no.11 ,claas A,IS - 651 - 1989 Pg

No.17 )(GWSSB SOR 2022-23)

a 15.00 100 mm dia 113.00 Rmt

b 15.00 150 mm dia 163.00 Rmt

c 15.00 200 mm dia 252.00 Rmt

d 15.00 230 mm dia 299.00 Rmt

labour work for lowering, laying, joiting

with cement mortar (1:1) proportion,

proper postion, grade and alignment and

7 0.00 all level as directed by engineer in charge

including store to site of work jointing

material etc complete. .(item no.12,Pg No

40,GWSSB SOR 2022-23)

a 15.00 100 mm dia 58.00 Rmt

b 15.00 150 mm dia 88.00 Rmt

c 15.00 200 mm dia 113.00 Rmt

d 15.00 230 mm dia 128.00 Rmt

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,

8 0.00 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. (item no. 10.1 D

, Part 1 & 2 Labour PG no 15 GWSSB

a 45.00 300 mm internal diameter 755.00 Rmt

b 45.00 450 mm internal diameter 1361.00 Rmt

c 15.00 600 mm internal diameter 1946.00 Rmt

d 15.00 900 mm internal Diameter 3601.00 Rmt

e 15.00 1200 mm internal Diameter 5899.00 Rmt

labour work for lowering, laying,

jointing, RCC pipes in CM 1:1 1/2 of

following diameters in proper position,

9 0.00 grade and alignent at all as directed by

engineer in charge. (RCC pipe Horizontal

cast)(item 11.b, Part 1 & 2 Labour

GWSSB PG 39 SOR 2022-23)

a 45.00 300 mm internal diameter 119.00 Rmt

b 45.00 450 mm internal diameter 171.00 Rmt

c 15.00 600 mm internal diameter 228.00 Rmt

d 15.00 900 mm internal Diameter 340.00 Rmt

e 15.00 1200 mm internal Diameter 440.00 Rmt

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.(Based on Drainage

SOR 2009-10 Item No.11)After

Deduction 12 % GST)

0.60 X 0.45 mt. size Inside Clear,

a 3.00 Depth from 0.0 to 0.90 meter 2261.60 No.

0.60 X 0.75 mt. size Inside Clear,

b 3.00 Depth from 0.0 to 0.90 meter. 2874.10 No.

0.75 X 0.75 mt. size (Inside Clear) Depth

c 3.00 from 0.0 to 1.20 meter. 3905.35 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

Mm Dia M.S.Steel Hdpe Coated Steps

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

Meter (Inside Clear, M.H. length should

be parallel to the flow)(Based on

Drainage SOR 2009-10)After Deduction

1.00 to 2.00 meter depth, (Slab at

2.00 to 3.00 meter depth, (Slab at below

Rate reduction over item of Constructing

Slab Type M.H. Chamber of size 1.00 x

0.75 mt for constructing slab @ depth

12 3.00 more than 0.60 mt below Ground Level 460.71 DM

(Max. 3 unit of DM should be reduced in

this item)(As Per R.A. Based on Building

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

mm dia M.S.Steel HDPE coated steps

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

meter (Inside Clear, M.H. length should

be parallel to the flow.(Based on

Drainage SOR 2009-10)After Deduction

1.00 to 2.00 meter depth, (Slab at

2.00 to 3.00 meter depth, (Slab at below

3.00 to 4.00 meter depth, (Slab at below

5.00 to 6.00 meter depth, (Slab at below

7.00 to 8.00 meter depth, (Slab at below

Extra rate over item of Constructing

Slab TypeM.H. Chamber of following

size for constructingM.H. Chamber, per

1.00 Decimetre of additional depth or

14 0.00 part thereof. etc. complete. Of size

x1.40 mt. (inside clear) and Depth from

(Based on Drainage SOR 2009-10)After

Deduction 12 % GST)

a 3.00 4.00 to 5.00 meter depth, 521.42 DM

b 3.00 6.00 to 7.00 meter depth, 536.60 DM

c 3.00 8.00 to 9.00 meter depth, 551.78 DM

d 3.00 9.00 to 10.00 meter depth, 564.28 DM

Rate reduction over item of Constructing

Slab Type M.H. Chamber of size 1.00 x

1.40 mt for constructing slab @ depth

more than 0.60 mt for ( 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)(

As Per R.A Basedon Building SOR 2015-

16)After Deduction 12 % GST)

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 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 (Based on Drainage

SOR 2009-10)After Deduction 12 %

1.00 x 0.75 mt (inside clear) RCC Slab of

thickness 15 C.M& reinforcement (Single

a 3.00 jalli at 15 C.M. c/c bothway 10 mm dia.) 5892.85 No

From 0 to 2 mt depth (Slab at Ground

1.00 x 0.75 mt (inside clear) RCC Slab of

thickness 15 C.M& reinforcement (Single

b 3.00 jalli at 15 C.M. c/c bothway 10 mm dia.) 8883.92 No

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

c 3.00 (double jalli at 15 C.M. c/c bothway 10 8080.35 No

mm dia.) From 0 to 2 mt depth (Slab at

1.40 x 1.00 mt (inside clear) RCC Slab

of thickness 23 CM& reinforcement

d 3.00 (double jalli at 15 C.M. c/c bothway 10 17008.93 No

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

e 3.00 (double jalli at 15 C.M. c/c bothway 10 24776.79 No

mm dia.) From 3 to 4 mt depth (Slab at

below 1.00 mt. From G.L.)

Making connection to the ex.M.H.in

running sewer incl. Dewatering and other

required machinery etc. of following dia

17 0.00 pipes at any convenient time. All

damaged work shall be well repaired as

per instructions. etc..complete.(Based on

Drainage SOR 2009-10)

a 3.00 a. 150 mm to 300 mm dia. 1339.28 No.

b 3.00 b. 400 mm to 600 mm dia. 2232.14 No.

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

17 0.00 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.(Based on

Drainage SOR 2009-10)

a 3.00 150 mm to 300 mm dia. 1133.92 No.

b 3.00 400 mm to 600 mm dia. 1687.50 No.

Repairing damaged M.H. and rasing

M.H. up to road level incl. removing

damaged brick work and repairing by

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

18 0.00 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.(Based on Drainage SOR 2009-

10)After Deduction 12 % GST)

a 15.00 (A) up to 0.15 mt. (@ Two Coarse) 732.14 No.

b 15.00 (B) up to 0.35mt. (@ Four Coarse) 1160.71 No.

c 15.00 (C) up to 0.65 mt. (@ Seven Coarse) 1794.64 No.

d 15.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2160.71 No.

Repairing damaged I.C./ Raising

removing damaged brick work and

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

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

19 3.00 steps and existing chamber sheet cover, 401.78 No.

removing the debris from chamber and

carting the same as directed.(Based on

Drainage SOR 2009-10)After Deduction

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

20 15.00 and protecting for 7 days etc. complete as 750.00 No.

directed. M.H. seat cover will be supplied

byA.M.C.(from any store)(Based on

Drainage SOR 2009-10)After Deduction

Providing Kachha of Pakka Dummy in

the following dia pipes and removing the

same after completion of the connection

work as directed.(Based on Drainage

SOR 2009-10)After Deduction 12 %

a 6.00 (A) 100 mm to 300 mm dia. 199.11 No.

b 6.00 (B) 350 mm to 600 mm dia 302.68 No.

Providing Dead Cantering using good

quality Country Wood Planks, wall Plate

of required thickness and size including

placing the nece. supports of reqd. size,

22 3.00 nailing, fixing with mortar, levelling. All 312.50 Smt

specification for dead centring as per

standard engg. practice etc. comp. as

directed.(Based on Drainage SOR 2009-

10)After Deduction 12 % GST)

Supplying, labour for break down

repairing work for activities like

excavation, disliting, removing debris

from trench back filling etc. comp. as

directed by Eng.in charge. As Per

Minimul Labour Wages Of GOG)

a 45.00 Mazdoor at day /Night 500.50 No

b 15.00 Fitter at day / Night 507.50 No

b 15.00 Makadam/ supervision at day / Night 519.50 No

Barricading the entire break down or

excavated area on rental basis using

wooden ballies / M.S.angles at max.

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)(Based on Drainage

SOR 2009-10)After Deduction 12 %

Structural steel work ( Confirming to IS

4923-1997) riveted, bolted or welded in

builtup for all type sections, in framed

work, including cutting, hoisting, fixing

in position and applying a priming coat of

approved steel primer all complete as per

the structural designs and directions of

Engineer in charge.Column ( 122 x 61 x

3.6mm ) (R &B SOR 2023-24 Ahmedabad

cit; Item no. 20054 on Page no. 148)

Providing TMT Bar FE 500D

reinforcement for R.C.C. work including

bending, binding and placing in position

complete upto floor two level (R &B SOR

2023-24 Ahmedabad cit; Item no. 5.4.11;

05014C Page no. 54)

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) Conventional.(

Item Code 06001BA,Item No.as per

NBO-6.12 Dist. AHMEDABAD SOR

Providing 15 mm thick cement plaster by

using Ready Mix Mortar for plaster in

single coat on rough (similar) side of

single or half brick walls for interior

28 15.00 plastering upto floor two level and 186.55 Smt

finished even and smooth in Cement

mortar 1:3 (1 Cement : 3 sand) (R &B

SOR 2023-24 Ahmedabad cit; Item

no.17026 Page no. 132)

Providing and laying in position Ready

Mixed M200 grade concrete for

reinforced cement conctere work , using

cement content as per approved Design

Mix manufactured in fully automatic

batching plant and transported to site of

work in transit mixer for a lead up to

kms having continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced cement

concrete work including pumping of

R.M.C. from transit mixer to site of

laying, excluding the cost of centering

shuttering finishing and reinforcement

including cost of admixtures in

recommended proportions as per IS:

to accelerate/ retard setting of concrete,

improve workability without impairing

strength and durability as per direction of

the Engineer - in - charge. Without Fly

Ash (Min cement level as per latest IS

456 shall be maintained) (R &B SOR 2023-

24 Ahmedabad cit; Item no. 5055 Page no.

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

30 15.00 cutter , electric cutter , breaker etc 5803.57 No

necessary machineries required for this

work with out damage and item also

includes carting the same to the AMC

store. etc. comp as directed.(Based on

Drainage SOR 2009-10)

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

31 15.00 flooring in the prop M15 at bottom and 3125.00 No

15 mm thick cement plaster inside the

catch pit in the proportion of CM (1:3)

with out jali etc. comp. as directed.(Based

on Drainage SOR 2009-10)After

Deduction 12 % GST)

CatchPit Jali Fixing P/F FRC catch pit

jali with frame 600mm x 600mm clear

opening etc. comp. As directed by

engineer in charge. (Based on Drainage

SOR 2009-10)After Deduction 12 %

Providing, laying and jointing in true line

and level U.P.V.C pipe (SCH - 40) of

following dia. including fittings of

standard make as approved by Engineer -

in - charge. Pipe shall be fixed on the

wall with the help of clamp at every shall

be concealed as directed including

necessary Tee ,bend, any joint & any

fittings etc. including testing of pipe and

joints and fixing the same with adhesive

solvent, including cost of all materials ((R

&B SOR 2023-24 page no. 170)

A 15.00 15 mm (I.code no. 23061) 71.93 RMT

B 15.00 25 mm (I.code no. 23062) 90.93 RMT

C 15.00 32 mm (I.code no.23063) 117.93 RMT

D 15.00 40 mm (I.code no. 23064) 146.65 RMT

E 15.00 50 mm (I.code no. 23065) 193.73 RMT

F 15.00 110mm (I.code no. 23067) 826.88 RMT

Providing, supplying & fixing to wall

ceiling and floor 10.0 kg. F/Cm2 working

pressure polythelene pipes of the

following outside dia. Low density.

34 0.00 Complete with special flange empression

type fittings. Wall clips etc. incl. making

good the wall ceilling and floor. ( Item

Code 23004F & 23004G No 23.8 PG

No.164 .Ahmedabad City S.OR.2023-24

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)

Dewatering by pumping set

Dewatering by pumping set of required

capacity including temporary platform

36 45.00 carting pumping at site and fixing the 18.32 H.P/Hr

same in position including all accessories,

and fuel and labour etc. complete.

(GWSSB SOR 2022-23 (revised) Section 2E

item no. 1 on page no. 104)

Hiring and operating the 20 KV 3 Phase

Electric Generator for operating desilting

machinery, and lighting and other

requirements with Arranging diesel to run

37 30.00 the D.G. Set Do As Directed. 8 Hrs Shift. 2500.00 Shift

(No payment should be allowed for non

working condition of machinery) (Based

on Drainage SOR 2009-10)After Deduction

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

38 30.00 operating charges and stacking of useful 535.71 Hour

& 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)

(Based on Drainage SOR 2009-10)After

Deduction 12 % GST)

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)

(Based on Drainage SOR 2009-10)After

Deduction 12 % GST)

Providing & Supplying Hitachi Machine-

110 capacity on rental basis in case of

emergency situation and break down type

work & also during unavoidable

40 30.00 condition as per instruction of engg. in 1785.71 HR.

charge, rate includes all nece. shifting,

fuel and operating charges . (No

payment should be allowed for non

working condition of 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

41 30.00 of engg.incharge , rate includes all nece. 2471.20 HR.

shifting, fuel and operating charges. (No

payment should be allowed for non

working condition of machinery) (Based

on Drainage SOR 2009-10)After Deduction

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

42 15.00 of engg. in charge, rate includes all nece. 3334.49

shifting, fuel and operating charges. (No

payment should be allowed for non

working condition of machinery)

(GWSSB SOR 2022-23 (revised) Section 2E

item no. 7 on Page no. 105)

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

carting to the work site etc. comp.

0.00 Directed. (Rates are based on Central

Store circular no. 01/2025-26 Dt.

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

a 15.00 plastic cups. Frame : 560 mm ø clear 6165.25 Set

opening, outer size- 888x888x175 mm.

On the upper periphery of frame 25 x

mm wide MS flat should be well embed

in concrete to protect the edges of

frame. FRC E.H.D.-35 manhole cover

& frame described as above

( Only Cover ) F.R.C. Extra Heavy

Duty [EHD-35] Machinehole Covers

b 6.00 & Frame- 560mm ø clear opening, 3885.59 No.

The dimension of frame and cover

( Only Frame ) F.R.C. Extra Heavy

Duty [EHD-35] Machinehole Covers

c 6.00 & Frame- 560mm ø clear opening, 3029.66 No.

The dimension of frame and cover as

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

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

Duty [HD-20] Machinehole Covers &

Frames- 560mm ø clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 :

(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 1 (Only Frame )

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

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

Duty [MD-10] Machinehole Covers &

Frames- 560mm ø clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 :

2002 table 1 (SET cover and frame)

(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 :

F.R.C. Strom water Grating Set Grating

(jali) 740 x 740 X 90 mm Square Jali.

20.00 MT Load Design , 90 X2 mm MS

Flat Around, Frame : 600 X 600 mm

clear opening, outer size 900 x

x165 mm. om upper periphery of frame

25 x 3 mm wide MS Flate Should be well

embded in concrete to protect the edge

Frame comp.. As directed by engineer in

charge. (Rates are based on Central

Store circular no. 02/2024-25 Dt.

F.R.C. Strom water Grating Set Grating

(jali) 690 x 690X 70 mm Square Jali.

20.00 MT Load Design , 70 X2 mm MS

Flat Around, Frame : 600 X 600 mm

clear opening, outer size 800 x

x120 mm. om upper periphery of frame

25 x 3 mm wide MS Flate Should be well

embded in concrete to protect the edge

Frame comp.. As directed by engineer in

charge. (Rates are based on Central

Store circular no. 02/2024-25 Dt.

F.R.C. Strom water Grating Set Grating

(jali) 620 x 620 X 75 mm Square Jali.

20.00 MT Load Design ,75 X1.2 mm

MS Flat Around, Frame : 500 X

mm clear opening, outer size 770 x

770 x135 mm. om upper periphery of

frame 25 x 31.5 mm wide MS Flate

Should be well embded in concrete to

protect the edge Frame comp.. As

directed by engineer in charge. (Rates

are based on Central Store circular

Filling in plinth with sand under floors

including watering ramming,

49 30.00 consolidating and dressing complete (R 455.53 Cmt

&B SOR 2023-24 Ahmedabad cit; Item

no. 4.24; 04007A Page no. 48)

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.

a 30.00 Production & Supply of WMM 1975.00 Cmt

b 15.00 Laying of WMM 35.00 Cmt

Corrugated DWC HDPE pipes (Non-

pressure pipes)Providing and

supplying,Lowering, Laying & Joining of

Class SN8 Structured Wall polyentheiene

piping systems (Pipe with online/offline

coupler and elastomeric sealing ring)

51 0.00 with non-smooth external annular

corrugated and smooth internal surface

(Double central taxes, transportation,

freight charges, octroi, inspection

charges, loading, unloading, coveyance to

the departmental stores etc. complete-

Road Project Approved Rate

Drilling of 900mm dia Horizontal

borehole for watermain pipeline crossing

under the road incl in all strata with

52 0.00 required lenth incl fixing of 800mm dia

M.S/RCC casing pipe with pushing etc

complete various size for 406.4 to

mm dia watermain (For 45 mt Length)

RCC Casing pipe in place of MS

A 0.00 pipe+Water main-406.4 mm 937005.00 No

Providing & Constructing Precast RCC

Manhole in RCC M-40 grade Controlled

concrete as per drawing, in OPC

including excavation, 80 mm thick P.C.C.

in M 15, Reinforcement in TMT-500,

PVC Foot steps, Providing & fixing FRC

Manhole frame & cover including inside

epoxy paint complete etc.

For 300, 450 & 600 dia. Pipe(upto 4 m. d

3.00 (i) 1.2 dia x 2.0m Depth 39937.00 No

3.00 (i) 1.2 dia x 3.0m Depth 51514.00 No

For 300,450 & 600 dia. Pipe (More than

depth) & for 900 mm dia.pipe for any dep

0.00 (i) 1.5 dia x 4.0m Depth 69388.00 No

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

C.M., finished 15 mm thick cement

plaster inside (SRC) & outside (only for

shaft) in C.M.1:3, finishing with cement

54 0.00 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 (Inside Clear, M.H. length

should be parallel to the flow,

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 4.0 to

1.6 m x 1.6 m Manhole depth from 6.0 to

0.00 For Pipe dia. <= 1200 mm

1.8 m x 1.8 m Manhole depth from 4.0 to

1.8 m x 1.8 m Manhole depth from 6.0 to

Total Estimated Tender Rs.

% ABOVE Or % BELOW (in words also)

CONTRACTOR'S SIGNATURE ADDI CITY ENGINEER

& STAMP (North West Zone)

07.10.2023 lt vrhvºt,Bgw.frb.©ele <theF 23.04.2026 le belexm ytuV bexekd ltk bwœTt lk.21

ylwkm^tlu z[tVx btk mtbuj vulÕxe Nh<tu xuLzhbtk htFJtle ylu <u bwsc le vulÕxe JmwjJtle xuLzh Nh<tu

1. me.me.yth.yum.btk ltuk^t<e Vrhgtœ Jtuzoltk Rsluh MxtV îtht ftuLx[tfxh/yusLmelu

Jtuxmyuv/xujeVtulef btægb&e y&Jt YcY juFe<btk Vrhgtœ ytvJtbtk ytJNu.mœh Vrhgtœle

ftbdehe yum.yuj.yu. le mbg bgtoœtbtk fhJtle hnuNu.

2. ftbdehe vwKo &gt ctœ <ult Vtuxtud{tV,mxeoVefux ylu ftbdehe vwKo &gt le òK yum.yuj.yu. mbg

bgtoœtbtk Jtuzolt MxtVlu fhJtle hnuNu.

3. stu ytvlu ytvuj Vrhgtœ yum.yuj.yu. mbg bgtoœtbtk vwKo lne &tg <tu yt mtbuj ftuÐf bwscle

vulÕxe le hfb ytvltk cej btk&e Jmwj fhJtbtk ytJNu.

4. ytvlu mtukvJtbtk ytJuj me.me.yth.yum. Vrhgtœtu ltu hevtuxo yXJtzef ^tuhKu rlg< Vtubuoxbtk

«btKe< fhe Jtuzo yturVmu hsw fhJtltu hnuNu.

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lt ftgoûtuºt btk l ytJ<e ntuR <ule òK Jtuzo MxtVo lu <tðftrjf fhJtle hnuNu.

 me.me.yth.yum Vrhgtœ mbg bgtoœt btk rlftj l &Jtlt mkstudtu btk fhJtle &<e 5uluÕxe le rJd< leau

Sr. Department Category Problem SLA Penalty

1 Engineering Water>>Engineering Inadequate water or 240

low inflow pressure - Hours

2 Engineering Water>>Engineering Leakage In Pipe Line - 48

3 Engineering Water>>Engineering Water quality-Polluted 24

water - Eng Hours

4 Engineering Water>>Engineering No Water - Eng 240

5 Engineering Drainage>>Engineering Drain Blockage or 48

Choking on TP road - Hours

6 Engineering Drainage>>Engineering Overflowing of main 48

line and distribution Hours

line on road - Eng

7 Engineering Drainage>>Engineering No Drainage Manhole 24

cover - Eng Hours

8 Engineering Drainage>>Engineering Frequent Breakdown 96

& Blockage of Drain - Hours

9 Engineering Road Pot holes on the Road 24

10 Engineering Road Patch work Relaying 72

of a portion of road Hours

11 Engineering Road Deep Pit - Large 48

settlement of road Hours

12 Engineering Road Removal of waste- 72

Dust Lying on both Hours

side of the road after re

13 Engineering Footpath Footpath Repairing 168

14 Engineering Public Building No Water Supply In A 24

Public Building Hours

15 Engineering Public Building Public Toilets and 360

Urinals - Repairing of Hours

Doors, Windows, Tiles

16 Engineering Public Building Other Maintenance 168

17 Engineering Drainage>>Engineering Contractor Had not 48

disposed off the Hours

Manhole Silt Properly

18 Engineering Drainage>>Engineering Raising the Manhole 168

Cover & Catch Pit Up Hours

To the Road Level -

19 Engineering Drainage>>Engineering Lowering the Manhole 168

cover & Catch pit - Hours

20 Engineering Drainage>>Engineering Public Toilets and 72

Urinals - Drainage Hours

Line Blockage or

21 Engineering Drainage>>Engineering Public Toilets and 168

Urinals - Drainage Hours

22 Engineering Water>>Engineering Public Toilets and 168

Urinals - Non- Hours

Availability of

Water/Cleaning of

Water Tank/Broken

Seal and Signature of the Bidder Addl. City Engineer (N.W.Z)

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 BREAKDOWN MACHINE HOLE REPAIRING WORK OF DRAINAGE LINE

AND STROM WATER LINE AT VANDEMATRAM AREA AND SHAYONA

AREA DIFF. PLACES & DIFF. PLACES IN CHANDLODIA WARD NWZ.

2 Time Limit 12 month (Ex.Monsoon)

3 Eligibility Criteria Register “E-1” 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.30,00,000.00

5 Earnest Money Deposit Rs.30,000/-Demand Draft, Pay order, or Cheque ,Bank Guarantee (As

per finanance circular No 21) in favour of Municipal Commissioner,

Ahmedabad) To be submitted as prescribed in 7.0 below. Demand

Draft or Bank Guarantee shall be from Nationalized Bank and valid for

6 (A) Security Deposit: 5% of Tender Amount but Depends Upon AMC Circular Only.

(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.1500.00 Demand Draft / Pay order in favour of Municipal

(Non refundable) Commissioner, Ahmedabad)

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

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

Assistant Manager (North West zone), Ahmedabad Municipal

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

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.28/09/2026 up to 18:00 Hrs The tenders received after this date

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

11 Date of Opening Dt.30/09/2026 at 12:00 Hrs to Assistant Manager "North West Zone

Office", Rajmata vijyaraje sindhya bhavan, Near Atithi hotel, Bodakev,

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

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

submission of the tender.

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

Specification be applicable.

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

Compensation For Delay extended time Limit.

15 Goods & Service Tax (GST) Goods & Service Tax (GST) shall be applicable & bidder should submit

all necessary supporting documents as and when asked by AMC.

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

the tenders without assigning any reasons thereof.

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 ADDI CITY ENGINEER

(North West Zone)

(૧) મેઇ ટન સ કારના કામમાં DLP રહતી નથી. પરં ુ

- The Defects Liability period shall be as under-

(a) for all works costing upto Rs. 50,000/- (amount put to tender) the period shall be 3 months from the

certified date of completion.

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

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

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

date of completion which should include one monsoon. For the purpose of deciding the monsoon

period the 30th September may be treated as the last date.

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (Hereinafter called “the Employer”) invites sealed

Tender document from reputed and qualified bidders for the construction of Works detailed in

the Table below.

Sr. Approximate Bid Security Completion

Name of Works value of works

No. (Rs.) Period

BREAKDOWN MACHINE HOLE REPAIRING WORK

OF DRAINAGE LINE AND STROM WATER LINE AT

1 VANDEMATRAM AREA AND SHAYONA AREA Rs.30,00,000.00 Rs. 30,000/-

DIFF. PLACES & DIFF. PLACES IN CHANDLODIA

WARD NWZ. (ARC)

2. Tender (a complete set of bidding document) fee shall be Rs.1500/- 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.29/09/2026 at 17:00 hrs tender

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

4. All bids must be accompanied by Bid Security of the amount specified for the Works in the

above Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL

CORPORATION, Ahmedabad. Bid Security will have to be in any one of the forms as specified

in Clause of ITB (Instructions to Bidders).

5. All Bids must be delivered to Assistant Manager "North West Zone, Zonal Office", Nr.Atithi

Hotel, Bodakdev Ahmedabad. Not later than 17:00 hrs on Dt.29/09/2026.

Seal and Signature of the Bidder ADDI CITY ENGINEER

(North West Zone)

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 cannot stop the work due to non availability of labour force.

In case progress is delayed, contractor shall be penalized 0.10% of Tender amount per day for

work done after time limit, maximum up to 10% for remaining value of work.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

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

of Contractors.

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

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

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

by the Engineer-in-charge.

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

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

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

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

aspects in the relevant Indian Standards shall be referred to.

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

the following limits:

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

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

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

17. 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,

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. The tenderer is required to check the web site for Addendum if any, before 48 hours of tender

submission date and time. The tenderer who quotes the tender without attaching the addendum

will be rejected.

32. As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be applied.

33. Contractor has to follow Planning Department Circular No 10 Dt. 07/09/2018 strictly.

34. As per AMC’s Finance department Crcular No.38, Dt.21/11/2022 and approval of competent

authority, rate of all the items are taken without GST and prevailing GST will be payable.

35. All the relevant prevailing AMC circulars/ its time to time revisions are applicable for this work

and all the bidders are bound to follow the same, so the bidder must check before applying for

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 ADDI CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Section I – INSTRUCTIONS TO BIDDERS (ITB)

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender document

for the construction of works (as defined in these documents, hereinafter referred to as "the Works")

Detailed in the table given in the ITB.

1.2 The Works consist of:

a) “TENDER DOCUMENT FOR : BREAKDOWN MACHINE HOLE REPAIRING WORK OF DRAINAGE LINE AND

STROM WATER LINE AT VANDEMATRAM AREA AND SHAYONA AREA DIFF. PLACES & DIFF. PLACES IN

CHANDLODIA WARD NWZ. (ARC)

1.3 The works under this Contract shall be carried out in accordance with the bidding documents

constituting the contract and shall consist of various salient items as generally described below:

1.3.1 Road Works

A) Site clearance, removal of tree stumps and dismantling of obstructions etc.before commencement of

B) True and proper setting out and layout of the Works, setting of bench marks, provisions of all

necessary labor with instruments and appliances;

C) Widening and strengthening/reconstruction of the existing carriageway including raising;

D) Any other item of work as may be required to be carried out for completing the road works in all

respects in accordance with the provisions of the Contract.

2. Eligible Bidders

2.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the following

A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent practice.

The bidders shall have a registration with State PWD, and/or CPWD or AMC or equivalent. If contractor

is not registered with AMC in the relevant class, on award of contract he shall be required to register

himself with AMC within 3 month's time Bidders shall provide such evidence of their continued eligibility

satisfactory to the Employer, as the Employer shall reasonably request.

3. Eligible Material, Equipment and Services

3.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may be

required to provide evidence of the origin of materials, equipment, and services to the satisfaction of the

4. Qualification of the Bidder

4.1 To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit the bidder.

General information

All individual firms must complete the information in this form. Nationality information shall be provided

for all owner(s) or applicant(s) that are partnership or individually owned firms.

1 Name of firm:

2 Head office address:

3 Local office address (if any):

4 Telephone / Mobile no:

5 E-mail addresses:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

additional information regarding litigation, debarment, arbitration, etc.

4.2 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for any

of the following reasons:

a) Misleading or false representation in the forms, statements and attachments submitted and

included in document.

b) Record of poor performance such as abandoning the work, rescinding of contract for which the

reasons are attributable to the non-performance of the contractor, consistent history of litigation

awarded against the applicant or financial failure due to bankruptcy.

c) Has been identified by the AMC as poor performer in implementation of ongoing AMC works

e.g. Works completed after notices issued by AMC or poor quality of work or completed after time

limit or not responsive to Engg.incharge instruction.

d) In case of one contractor remains lowest in most of the such North west Zone grouting work

tenders, then in such case, AMC can award such tender to other contractors.

5 Debarment/Black listing

Not with standing the above, the Employer may debar or blacklist any of the bidder(s) for their

misleading or false representations in the forms statements etc. for the period to be decided by

6. Cost of Bidding

6.1 The bidder shall bear all costs associated with the preparation and submission of his bid and

he Employer will in no case be responsible or liable for those costs.

7.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain

for itself on its own responsibility all information that may be necessary for preparing the bid and

entering into a contract for construction of the Works. The costs of visiting the Site shall be at the

bidder's own expense.

7.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter

its premises and lands for the purpose of such inspection, but only upon the express condition

that the bidder, its personnel and agents, will release and indemnify the Employer and its

personnel and agents from and against all liability in respect thereof and will be responsible for

death or personal injury, loss of or damage to property and any other loss, damage, costs and

expenses incurred as a result of the inspection.

B. Preparation of Bids

8. Language of Bid

8.1 The bid, and all correspondence and documents related to the bid exchanged between the bidder

and the Employer shall be written in the English language. Supporting documents and printed

literature furnished by the bidder may be in another language provided they are accompanied by

an accurate translation of the relevant passages in the English language, in which case, for

purposes of interpretation of the bid, the English translation shall prevail.

9 Documents comprising the Bid

The bids shall be submitted in hard copy and two copies, one marked as “original” and other

marked as “Duplicate”, both of which comprise the following documents:-

Tender Document:

i) Bid Security for an amount as specified in the Invitation for Bids (IFB).

ii) Power of Attorney

iii) Information as specified.

iv) Any other material / information required to be submitted in accordance with these

Instructions to Bidders (ITB).

The Tender Document shall be hard bound. Bid security shall be furnished in “Original” set of

In case of any ambiguity the “Original” set of document shall prevail.

The bidder shall prepare and submit two copies of the bid in original and duplicate.

10.1 Unless stated otherwise in the bidding documents, the Contract shall be for the whole Works as

described in bidding documents, based on the percentage rate amount in the Bill of Quantities

submitted by the bidder.

10.2 The bidder shall fill in percentage rate above or below and total amount (both in figures and

10.2 The bidder shall fill in percentage rate above or below and total amount (both in figures and

words) for overall items of the Works provided in the Bill of Quantities along with total bid price

derived after application of percentage above or below (both in figures and words). Items (for

which rate has been provided) against which no quantity is entered will be paid for by the

Employer on actual measurement onsite when executed.

Any corrections should be initialed.

All pages of the Bill of Quantities shall be initialed and stamped.

11. Bid Validity

11.1 Bids shall remain valid for a period of 120 days (one hundred twenty days) after the deadline date

for bid submission specified in Clause. The Employer as non-responsive shall reject a bid valid for a

shorter period.

11.2 In exceptional circumstances, prior to expiry of the original bid validity period, the Employer may

request the bidders to extend the period of validity for a specified additional period. The request

and the responses there to shall be made in writing or by fax. A bidder may refuse the request

without forfeiting his bid security. A bidder agreeing to the request will not be required or

permitted to modify his bid but will be required to extend the validity of his Bid Security for the

period of the extension, and in compliance with Clause 14 in all respects.

12. Bid Security

12.1 The bidder shall furnish as part of its Bid, a Bid Security in the amount in the Invitation for Bid (IFB)

for particular work(s). The Bid Security shall be drawn in favor of MUNICIPAL COMMISSIONER,

Ahmedabad, and may be in one of the following forms:

a) Deposit-at-call Receipt from any Nationalized / Scheduled Bank approved by the Reserve Bank

of India (RBI).

b) Bank Guarantee from any Nationalized or RBI approved foreign bank having net worth of more

than Rs.500 crore of Indian operation and acceptable to Employer.

The format of Bank Guarantee shall be in accordance with the AMC requirement.

12.2 The Bid Security of the unsuccessful bidders, except for L1, L2 and L3 bidders will be returned as

promptly as possible.

12.3 The Bid Security of the successful bidder, along with second and third lowest tenders, will

be returned when the bidder has furnished the required performance security and signed the

12.4 The Bid Security may be forfeited

a) If the bidder withdraws his bid during the period of bid validity;

b) If the bidder does not accept the correction of his bid price.

c) In the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security ii) sign the Agreement.

13. Format and Signing of Bid

13.1 The bidder shall prepare two copies of the documents comprising the bid as described in

Instructions to Bidders.

13.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons

duly authorized to sign on behalf of the bidder.

13.3 The bid shall contain no alterations, omissions or additions, except those to comply with

instructions issued by the Employer, or as necessary to correct errors made by the bidder, in

which case the person or persons signing the bid shall initial all such corrections.

C. Submission of Bids

14.1 The inner and outer envelopes shall

a) Be addressed to the Employer at the following address:

Assistant Manager(New West zone) , "New West Zone Office", Old Memnagar Nagar Palika

Building, Near Manav Mandir, Memnagar, Ahmedabad - 380

b) Bear the following identification:

(c) Indicate the name and address of the bidder.

TENDER FOR BREAKDOWN MACHINE HOLE REPAIRING WORK OF DRAINAGE LINE AND STROM WATER LINE

AT VANDEMATRAM AREA AND SHAYONA AREA DIFF. PLACES & DIFF. PLACES IN CHANDLODIA WARD NWZ.

14.2 If the envelope is not sealed and marked as above, the Employer will assume no responsibility for

the misplacement or premature opening of the bid.

15. Deadline for Submission of Bids

15.1 Bids must be received by the Employer at the address specified above not later than the time and

date specified.

15.2 The Employer may, at his discretion, extend the deadline for submission of bids by issuing an

amendment, in which case all rights and obligations of the Employer and the bidders previously

subject to the original deadline will thereafter be subject to the deadline as extended.

Any bid received by the Employer after the deadline for submission of bids shall not be opened.

17. Modification and Withdrawal of Bids

17.1 The bidder may modify or withdraw his bid after bid submission, provided that written notice of

the modification to the Employer prior to the deadline for submission of bids receives withdrawal.

Any MODIFICATIONS in respect of tender document shall be submitted in separate sealed

envelope duly marked so.

17.2 The bidder's modification or withdrawal notice shall be prepared, sealed, marked and delivered

with the outer and inner envelopes additionally marked "MODIFICATIONS" or "WITHDRAWAL" as

17.3 No bid shall be allowed to modify by the bidder after the deadline for submission of bids.

17.4 Withdrawal of a bid during the interval between the deadline for submission of bids and the

expiration of the period of bid validity may result in the forfeiture of the Bid deposit.

D. Bid Opening and Evaluation

18 Opening of Tender (Bid)

18.1 The Employer will open the outer envelope of all the bids received for the package (except those

received late) containing the sealed Tender volume and announce the names of (i) bidders, (ii)

bidders who have submitted modification of Tender bids, and (iii) bidders who have given notice

for withdrawal of their bids in the presence of bidders or their representatives who choose to

attend on the date and time mentioned in the ITB. In the event of specified date of bid opening

being declared as a holiday for the Employer, the Tender will be opened at the appointed time and

location on the next working day.

18.2 Bids for which acceptable notice of withdrawal has been submitted pursuant to Clause mentioned

previously shall not be opened.

18.3 Bidders detail and Tender fee, E.M.D. shall be opened first. The Employer at the opening will

announce bidder’s names, ‘Modification of Tender’, the presence/or absence of Bid Security, the

amount and validity of Bid Security furnished with each bid, is valid registration and such other

details, as the Employer may consider appropriate.

18.4 The bidders or their representatives who are present shall sign attendance sheet evidencing their

18.5 The Employer shall prepare besides the record of bid opening, minutes of the Bid opening,

including the information disclosed to those present in accordance with Clause mentioned

19. Examination of Tender and Determination of Responsiveness of Tender

19.1 If the Bid Security furnished does not conform to the amount and validity period as specified in

the Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the

Employer as non-responsive.

19.2 Subject to confirmation of the Bid Security by the issuing bank, the Tender volume accompanied

with valid Bid Security will be taken up for further evaluation. In case, the Bank does not confirm

the Bid Security, the bid shall be rejected as non-responsive and no further evaluation carried

19.3 The tender volume will further be examined to determine whether the bid has been properly

signed, meets the eligibility and qualification criteria, has the required available bid capacity, is

accompanied by the requisite certificates, undertaking and other relevant information specified in

the bid documents and is substantially responsive to the requirement of the bidding documents

and provides any clarification for ascertaining the correctness of the information/details that the

Employer may require.

19.4 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will

not subsequently be made responsive by correction or modification or withdrawal of the non-

conforming deviation or reservation.

20. Opening of Tender

20.1 The Employer will open the Tender volume of those bidders whose document has been

determined to be substantially responsive in accordance and who have the required available bid

capacity, in presence of the bidders or their representatives who choose to attend on the date

intimated to such bidders. In the event of specified date of Tender volume opening being declared

a holiday for Employer, the ‘Tender volume’ shall be opened at the appointed time and location

on the next working day.

20.2 The names of the bidders whose Tender volume is found to be substantially responsive, the bid

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details,

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details,

as the Employer may consider appropriate will be announced by the Employer at the opening of

the Tender volume. Any bid price, which is not read out and recorded at the bid opening, will not

be taken into account in Bid Evaluation.

20.3 The bidders or their representatives who are present shall sign attendance sheet evidencing their

20.4 The Employer shall prepare besides the record of bid opening, minutes of the Tender volume

opening including the information disclosed.

21. Examination of Bids and Determination of Responsiveness of Bid

21.1 The Employer will determine responsiveness of each Tender volume with respect to filled

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

Drawings and other relevant requirement of bidding documents.

21.2 A substantially responsive Tender volume is one which conforms to all the terms, conditions and

specifications of the bidding documents, without material deviation or reservation. A material

deviation or reservation is one (i) which affects in any substantial way the scope, quality or

performance of the Works; (ii) which limits in any substantial way, inconsistent with the bidding

documents, the Employer's rights or the bidder's obligations under the Contract; or (iii) whose

rectification would affect unfairly the competitive position of other bidders presenting

substantially responsive Tender volume.

21.3 If the Tender volume is not substantially responsive, it will be rejected by the Employer and may

not subsequently be made responsive by correction or withdrawal of the non-conforming

deviation or reservation.

22. Correction of Errors

22.1 Tender volume determined to be substantially responsive will be checked by the Employer for any

arithmetic errors. Arithmetic errors will be rectified on the following basis:-

i) Where there is a discrepancy between the figures and words, for % and amount, the figure in

words will govern and

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below),

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below),

the amount arrived by addition percentage (above or below) as written in word shall govern.

22.2 The amount stated in the Form of Bid will be adjusted by the Employer in accordance with the

above procedure for the correction of errors and shall be considered as binding upon the bidder.

If the bidder does not accept the corrected amount of bid, his bid will be rejected, and his Bid

Security may be forfeited.

23. Evaluation and Comparison of Tender volume

23.1 The Employer will evaluate and compare only those Tender volumes which are determined to be

substantially responsive in accordance with Clause 23 and qualified for award of Contract.

23.2 In evaluating the Tender volume, the Employer will determine for each Tender volume the

valuated Bid Price by adjusting the Bid Price as follows:-

a) Making any correction for errors;

b) Making appropriate adjustments to reflect any price modifications offered.

23.3 If the Bid of the successful Bidder is seriously unbalanced or extremely higher / lower in relation

to the Employer’s estimate of the cost of the items of the Works to be performed under the

Contract, the Employer may require the bidder to produce detailed price rate analysis for any or

all items of the Bill of Quantities, to demonstrate the internal consistency of those prices with the

construction methods and schedule proposed. In case, AMC finds rates extremely below

estimated SOR rate or Market Rate than Tender shall be rejected and second lowest tenderer may

be awarded the work.

23.4 A bid, which is unrealistically lower then estimate and which the bidder, could not substantiate

satisfactorily, may be rejected as non-responsive.

24 Clarification of Bids

24.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his

discretion, ask any bidder for authentication the correctness of the information/details furnished

by him in his bid. Such request by the AMC and the response by bidder shall be in writing or by

cable/fax, but no change in the price or substance of the bid shall be sought, offered or permitted

except as required to confirm the correction of arithmetical errors discovered by the Employer in

the evaluation of the bids.

24.2 No bidders shall contact the AMC staff on any matter relating to his bid from the time of bid

opening to the time contract is awarded.

24.3 Any effort by the bidder to influence the the AMC staff in the bid evaluation, bid comparison or

contract award decisions may result in the rejection of his bid.

25.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other

persons not officially concerned with such process until the award to the successful bidder has

been announced. Any effort by a bidder to influence the Employer's processing of bids or award

decisions may result in the rejection of his bid.

F. Award of Contract

26.1 The Employer will award the Contract to the bidder whose bid has been determined to be

substantially responsive to the bidding documents and who has offered the lowest Evaluated Bid

Price provided that such bidder has been determined to be (i) eligible in accordance with the

provisions of previous Clauses and (ii) qualified in accordance with the provisions of previous

27. Employer's Right to accept any Bid and Reject any or all Bids

27.1 The Employer reserves the right to accept or reject any bid and to annul the bidding process and

reject all bids, at any time prior to award of Contract, without thereby incurring any liability to the

affected bidder or bidders or any obligation to inform the affected bidder or bidders of the

grounds for the Employer's action.

28. Notification of Award

28.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will

notify the successful bidder by cable/fax and confirmed by registered letter that his bid has been

accepted. This letter (hereinafter and in the Conditions of Contract called "the Letter of

Acceptance") shall name the sum which the AMC will pay the Contractor in consideration of the

execution, completion and maintenance of the Works by the Contractor as prescribed by the

Contract (hereinafter and in the Conditions of Contract termed "the Contract Price").

28.2 The notification of award will constitute the formation of the Contract.

29. Signing of Agreement

29.1 At the same time that the Employer notifies the successful bidder that his bid has been accepted,

the Employer will direct him to submit the Performance Security and attend the Employer's office

on a date determined by the Employer for signing the Form of Agreement.

30. Performance Security

30.1 Within 10 (Ten) days of the date of receipt of the Letter of Acceptance, the successful bidder shall

deliver to the Employer, a Initial Performance Security in the form of a Bank Guarantee for an

amount equivalent to 5% (five percent) of the Contract Price plus additional security for

unbalanced bids in accordance with relevant Conditions of Contract.

30.2 The Performance Security to be provided by the successful bidder in the form of a bank guarantee

as per format shall be issued from any Nationalized / Scheduled bank.

31. Corrupt or Fraudulent Practices

31.1 The Employer will reject a proposal for award if he determines that the Bidder recommended for

award has engaged in corrupt or fraudulent practices in competing for the contract in question.

The Employer will declare the firm ineligible, either indefinitely or for a stated period of time, to

be awarded a contract by AHMEDABAD MUNICIPAL CORPORATION if it at any time determines

that the firm has engaged in corrupt or fraudulent practices in competing for the contract, or

during execution.

i) “corrupt practice” means behavior on the part of officials in the public or private sectors by

which they improperly and unlawfully enrich themselves and/or those close to them, or induce

others to do so, by misusing the position in which they are placed, and it includes the offering,

giving, receiving, or soliciting of anything of value to influence the action of any such official in the

procurement process or in contract execution; and

ii) “fraudulent practice” means a misrepresentation of facts in order to influence a procurement

process or the execution of a contract to the detriment of the Borrower, and includes collusive

practice among bidders (prior to or after bid submission) designed to establish bid prices at

artificial non-competitive levels and to deprive the Borrower of the benefits of free and open

Seal and Signature of the Bidder ADDI CITY ENGINEER

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Section II - CONDITIONS OF PARTICULAR APPLICATION

1. The selection process will lay high emphasis on the ability and competency of contractors to do

high quality work within the given time schedule.

2. The onus of providing, all necessary company / project related information, in appropriate

manner and medium, so as to demonstrate the competency of the bidder and to allow proper

evaluation, will rest entirely on the Bidder.

3. All information has to be typed or hand written legibly. All pages of the Bid have to be Initialed by

4. ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT ONLY.

Projects for which incomplete information has been provided will not be considered for

evaluation. The Bidder may attach separate sheets if so required. However, the final bound

document submitted, has to be submitted in vertical A4 size (210 mm X 297 mm) except Vol. V.

5. The scope of work, project description mentioned in the document is indicative and is likely to

change during detail design. Project brief, along-with the schematic drawings and colored

photographs, is provided to assist the bidder in understanding the fundamental and specific

requirements of the project.

6. Conditional tenders will not be accepted.

7. AMC’s decision for selection or rejection of the offers shall be final and binding to all.

8. Bidder should provide information as mentioned in the prescribed forms.

Information other than that related to this work shall not be considered for evaluation.

9. If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material

misrepresentation or provided fraudulent information / statement, the said Bidder will be liable

for disqualification / rejection at any stage.

10. Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the

Tender volume is submitted without valid documents and without proof of eligibility criteria will

11. Those who do not meet with the eligibility criteria need not submit the Tender document.

12. Tenders, which do not fulfill all or any of condition or are submitted incomplete in any respect or

are conditional tenders, will be rejected.

13. Municipal Commissioner reserves the rights to reduce/ increase the scope of work and contract

without assigning any reason thereof.

14. DEFECTS: For completion of any work/ part thereof, contractor will be required to request in

writing, to get completion certificate from Additional City Engineer . Date of completion for start

of defect liability period will be considered as the date mentioned in the completion certificate.

The contractor shall be required to make good all the damages / defects identified and

conveyed to him, during the entire defect liability period. The method and time limit of

rectification will be decided by the Engineer in charge. If he fails to carry out rectification as per

the instructions, the same will be carried out at his cost and it shall be recovered from the

amount retained.

16. All the material and other test expenses shall be borne by the contractor. Contractor shall have to

provide vehicle and other communication facilities to visit plant and testing laboratory.

17. Contractor shall have to make his own arrangements for water and electricity for the purpose of

construction work at site at his own expense.

18. If the contractor fails to execute the said works within prescribed time limit, the said work will be

carried out at the risk and cost by other contractors with 20 % supervision charges as may be

decided by the Additional City Engineer.

19. Safety and Signage

Contactor has to arrange for the complete safety of the persons working for project, users of the

road i.e. public and vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic

blinkers, traffic signs as per design, safety tapes etc. to be arranged at site. Necessary florescent

marking on traffic signs to be provided so that it should be visible at night. During night working

hours safety in charge personnel shall be provided with florescent jackets.

The Contractor has to make all the necessary arrangements for making all the temporary

diversions for proper working at site including traffic signage, safety cones, traffic blinkers,

barricading tapes, red and green flags/lights etc for making easy smooth and safe conditions for

the traffic. The Contractor shall and must provide above at his own cost. If the Contractor fails

to comply this clause, Rs. 500/- per day shall be recovered from his bill.

20. Tax, Duties on Materials

All charge on account of Octroi, excise duties, terminal tax, sales tax. Service tax, VAT, govt.duties

etc. on material procurement or any other component for the works from any source shall be

borne by the contractors.

21. Submission of project schedule:

Contractor has to submit the following documents along with the qualification data of the tender

failing in which shall lead to rejection of the tender.

Contractor shall submit the detailed Project schedule showing break up for the various tasks to be

performed in order of their occurrence during the project in Microsoft Project/Prima Vera format.

22 For Flakiness and Elongation Index norms adopted by AMC shall be made applicable.

23. For non-bituminous, bituminous and concrete works, the black trap aggregates of required size shall

be procured from quarry situated in Sevaliya / Timba region or equivalent. Prior approval of source/

material by Additional City Engineer shall be required.

24. Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the existing laws

as well as framed from time to time). Any penalties laid due to violation of such laws shall be directly

deducted from the contractor's outstanding. .

25. As per St. Committee's resolution 0.5% testing charges shall be deducted from each R.A.Bill and

the amount of actual Testing charges shall be adjusted in the final bill.

26. Special Clause: As per construction works welfare cess Act – 1996 non-refundable one percent

of tender amount shall be deducted against works welfare cess.

Seal and Signature of the Bidder ADDI CITY ENGINEER

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

(The Appendix forms part of the Bid. Bidders are required to fill up all the blanks in the form of Bid)

NAME OF THE CONTRACT: BREAKDOWN MACHINE HOLE REPAIRING WORK OF DRAINAGE LINE AND STROM

WATER LINE AT VANDEMATRAM AREA AND SHAYONA AREA DIFF. PLACES & DIFF. PLACES IN CHANDLODIA

WARD NWZ. (ARC)

Additional City Engineer (North West Zone)

"North West Zone, Zonal Office",

Nr. Atithi Hotel,

Bodakdev, Ahmedabad.

1. Having examined the Conditions of Contract, Specifications, Bill of Quantities, Drawings

and Addenda No._______ for the execution of the above named works, we, the undersigned,

offer to execute and complete such works and remedy any defects therein in conformity with

the Conditions of Contract, Specifications, Bill of Quantities, Drawings and Addenda for the

My/our offer works out as under:

Amount put to tender _________ Amount put to tender Rs. _______________

Net Amount Net Amount

2. We acknowledge that the Appendix to Bid forms part of our Bid.

3. We undertake, if our Bid is accepted, to commence the Works on Site within the period stated

in the Appendix to Bid hereto after receipt of an order of the Engineer’s notice to commence,

and to complete and deliver the sections and the whole of the Works comprised in the

Contract within the period stated in the Appendix to Bid hereto.

4. If our Bid is accepted, we will furnish Performance Security (ies) in the form of Bank

Guarantee(s) to be jointly and severally bound on us in accordance with the Conditions of

5. We agree to abide by this Bid for the period of one hundred and twenty (120) days after the

date of bid opening, and it shall remain binding upon us and may be accepted at any time

before the expiry of that period.

6. Unless and until a formal Agreement is prepared and executed, this Bid, together with your

written acceptance thereof, shall constitute a binding contract between us.

7. We understand that you are not bound to accept the lowest or any Bid you may receive.

8. All the partners of our Joint Venture are legally and severally bound by this Bid1.

9. Municipal Commissioner, Ahmedabad has right to reject any or all bids without giving any

Dated this ____________ day of _______________

in the capacity of __________________ duly authorised2 to sign Bid for and on behalf of

Address (in block capitals)

1. To be deleted if the bidder is not a Joint Venture.

Certified copy of Power of Attorney/Authorization for signature shall be furnished by the Bidder in

accordance with Clause 20 of Instruction to Bidders (Section I).

Seal and Signature of the Bidder ADDI CITY ENGINEER

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 month (Excuding Monsoon) 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.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall have to prepare through of

bigger size and mix the mortar in the required proportion. In on case he shall be allowed to mix the mortar either on floor or

any finished surfaces. The contractor shall have to make his own arrangement for water required for the work.

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.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall have to prepare the

measures boxes according to this measure.

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:-

1. Conditional tender shall not be accepted.

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

3. In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand draft or in cash.

4. 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 ADDI CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour

Prohibition and Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the guide

lines. If child labour is employed on the site work, the contractor shall have to deposit Rs.20,000.00 (Rupees

Twenty thousand only) in the child labour welfare fund. If the employer refuses to deposit then action will be

taken for contempt of Supreme Court Judgement and also will be prosecuted by concerned authority. Because

of the breach of any provision of child labour prohibition and regulation Act 1986 by the Contractor &

Municipal Corporation becomes liable to pay any amount then the Municipal Corporation shall recover the

said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso.

No. 1783 Date 06--02-97, but the Municipal Corporation Board has recently decided that the actual testing

charge is taken and the remaining amount is refundable at the time of final bill (As per Muni. Board Reso. No.

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and

has to follow other govt.rules.

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be

entertain regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by

A.M.C. The same shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along

with the tender duly signed. These shall form a part of tender. The tenderer shall not add or amend the text of

any of the documents except in so far as may be necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of

the contract documents. The full consideration shall be given to such addendum or corrigendum or correction

before submission tender duly filled in by the contractor. Therefore, the contractor shall have to watch such

addendum or corrigendum or correction published by A.M.C through its website www.egovamc.com.

Tenderes shall verify the number of addendum issued and enclose the same with the tender documents,failing

which the tender shall be liable for rejection and no any complaint in respect to this shall be entertained under

any circumstances.

CONTRACTOR'S SIGNATURE ADDI 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

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

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 Specificat shall apply.

TECHNICAL SPECIFICATIONS

NAME OF THE WORK : BREAKDOWN MACHINE HOLE REPAIRING WORK OF DRAINAGE LINE AND STROM

WATER LINE AT VANDEMATRAM AREA AND SHAYONA AREA DIFF. PLACES & DIFF. PLACES IN CHANDLODIA

WARD NWZ. (ARC)

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.

T he excavation in th e f oundation shall be carried out in true and level and shall have

the width and dept h as requ ired and as d irected. The Contractor shall provide

necess ary slopes to a saf e ang le or ste ps as req uired or directed at h is own cost No

extra pa yment shall be made f or such precaut ionar y measures taken. The bot tom of

the excavated ar ea sha ll be le ve led both longitudina lly and transversely as d irect ed b y

removing e xcess soil and watering as required. No e arth f illing will be allo we d f or

bring ing it to level if by mistake or an y other reason excavation is made deep er or

wider than as direct ed. The extra dept h or width shall be ma de up with concrete of the

same prop ortion as specif ied f or the f oundat ion concrete at t he cost of the contr actor.

T he excavat ion up to any req uired depth shall be carr ied out under this it em as

required and directed by eng ineer in cha rg e.

Surfac e Ex cavation for Road Wor k :

Excavation exc eeding 1.5 mm in width and 10 sq mm on plan but not excee ding 30 cm

in depth in all kin ds of soil which ar e specif ied shall b e as tre ated as su rf ace

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

Excavation in trenc h es sha ll be carr ied out in any material e ncount ered on the s ite to

enable the ser vice lines to be laid to the lines a nd levels shown and as dir ected.

Excavation shall be made with adequate and stable side slopes or shor ing strutting if

necess ary. T he cont ractor sha ll provid e all measures to protect adjoining properties

ser vic e lime s etc. T he co ntractor sha ll take necessar y a ction to keep excavation f ree

T renches shall be wide en oug h to pro vide suf f icient space for join ing a nd ins pection.

T he trench bed shall be trimmed and ram med with spr inkling of sand or murmur s o that

the pipes when laid to the required le ve ls an d gradient s sha ll be n o the bottom fully

supporte d a long the ent ire length of the p ipe. The trench sha ll be deepened and

widened locally to receive the sockets and to perm it the joint to be made and

Bef ore e xca vation is started r ails sha ll be erected at conven ient places an d at all

changes of direct io n and gradients at a def init e and as f ar as pract icable unif orm

height above the p roposed in vert level of the pipes the center lime being clearly

mark ed on each h or izontal rail. The depth of excavat ion and level of the p ip e invert

shall b e check ed by means of benching road of appropriate leng ths.

Disposal of the Excavated Stuff :

T he excavated stuff of the selected t yp e shall be used f or f illing the t renches and

plinth or leveling the ground in layers including ramming and watering etc. co mplete.

T he Contractor shall remove the balance of the excavated f rom the site of work to a

place as d irected wit hin a le ad unto 50mm and f or all lif t.

Filing of Trenches:

As so on as the work in f oundat ion has been completed an d measured t he sides of

f oundation shall be c leared of all dedans brick bats mortar dropping etc. and f illed with

earth in la yers not exc eeding 15 cm Each layer shall be ade quat ely watered rammed

well and conso lidat e d bef ore the succee ding la yer is laid. The earth shall be rammed

with iron rammers where f easib le and with the butt en ds in layer of crowbars where

rammer cannot be used. The plinth shall be similarly f illed wit h e arth in layers not

exceeding 15 cm a deq uately watered and consolidat ed by ramming with iron or

wooden rammers. W hen f illing reaches f inished level the surf ace shall be f looded with

water f or at least 24 hours and allo wed t o dry and then rammed and consolidated. The

f inishe d level of f iling shall be kept to shape and gradie nt int ended to rece ive a ny f loor

f inish. The exc avate d stuf f of the se lect ed t ype o nly s hall be allo wed t o b e used f or

f illing the trenches and plinths. Under no circumstances black cot ton soil sh all be used

f or f illing the plinths.

FILLING MAT ERI ALS:

Filling materials ma y be eit her excavat ed stuff of selected materials broug ht f rom

Excavated st uff or selected e arth to be used sha ll be cleared of all rubbish large size

stones brick bats etc . complete and big clods sh all be br oken down to a size of 50 mm

T he selected soil and or murmur or any other mater ia ls shall be got appro ved bef ore

Ref illing shall be done in a systemat ic manner by the cont ractor bef ore ref illing starts,

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

T he space b et ween f oundat ion maso nar y concrete p ipe line an d the sid es of

excavat ion and/or b ottom of f ound at io n sha ll be ref illed to the or ig in al surf ace or up

to plinth le vel wit h earth or selecte d materials in layers of 15 cm to 20 cm each well

watered and rammed.

Each la yer sh all be watered an d compacted with h eavy rammer bef ore the upper layer

is laid till the f inal level is reached t o f orm a thoroughly compacted base.

Ref illing on top of pipe shall be carr ied out caref ully wit h selected sof t stuff out of the

excavat ed stuf f. The ref illing shall be raised a bout 5 cams. For subseq uent

T he contractor shall be re sponsible f or any settlement d uring passag e of time of

during monsoon and the same shall be ref illed with stuff broug ht from the out side if

T he process of ref illing brunches in p linth water ing ramming shall be carrie d out in

such a way as not to danger to pipe line f or f oundation f ooting plinth well etc. a lread y

la id or built up.

If watering is not done b y contractor wit h its own arrange meant watering charges 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 complete.

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. complete.

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 this respect.

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 complete

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 complete

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 etc.completed.

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

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

1.00 to 2.00 meter depth, (Slab at Ground

2.00 to 3.00 meter depth, (Slab at below

0.60 mt. From G.L.)

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 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)

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

0.6 mt. From G.L.)

3.00 to 4.00 meter depth, (Slab at below

1.00 mt. From G.L.)

Mode of Measurement shall be paid by NOS. basis.

Item No.12: Constructing scrapper 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.<=1000

1.6 m x 1.6 m x3 meter

Mode of Measurement shall be paid by NOS. basis.

Item No.13: 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.14: Rate reduction over item of Constructing Slab Type M.H. Chamber of size

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

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

reduced in this item).

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

Item No.15: 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

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

a (Single jalli at 15 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

b (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.)

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

c (double jalli at 15 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

d (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.)

Mode of Measurement shall be paid by NOS. basis.

Item No.16: 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.17: 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.18: 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.19: 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

Mode of Measurement shall be paid by NOS. basis.

Item No.20: Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and

level to match exisisting road level in C.C. 1:2:4 and finishing smooth, watering and

protecting for 7 days etc. complete as directed. M.H. seat cover will be supplied

byA.M.C.(from any store)

Mode of Measurement shall be paid by NOS. basis.

Item No.21: Providing Kachha of Pakka Dummy in the following dia 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

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 directed.

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

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) Conventional.(R & B Building Road Bridge SOR 2021-22 Item

Code 06001BA,Item No.as per NBO-6.12 page no.64Dist. AHMEDABAD SOR 2021-22

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: 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.30: 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 directed.

Mode of Measurement shall be paid by NOS. basis.

Item No.31: Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to

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.

Mode of Measurement shall be paid by NOS. basis.

Item No.32: 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.33: 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.34: 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

Mode of Measurement shall be paid by RMT. basis.

Item No.35: 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.36: 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.37: 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.38: 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.39: 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.40: 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.41: 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.42: 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.

Item No.43: Providing F.R.C. MH seat cover incl. carting to the work site etc. comp.

(a) 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

Mode of Measurement shall be paid by Per SET basis.

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

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

Mode of Measurement shall be paid by Per NO basis.

(c) ( 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

Mode of Measurement shall be paid by Per NO basis.

Item No.44: F.R.C. Heavy Duty [HD-20] Machinehole

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

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

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

Mode of Measurement shall be paid by Per SET basis.

(B) (Only Cover) F.R.C. Heavy Duty [HD-20] Machinehole Covers &

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

mentioned in Amend No.1 to IS 12592 : 2002 table 1 (Only Cover)

Mode of Measurement shall be paid by Per NO basis.

(C) (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 1 (Only Frame )

Mode of Measurement shall be paid by Per NO basis.

Item No.45: F.R.C. Heavy Duty [HD-10] Machinehole

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

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

mentioned in Amend No.1 to IS 12592 : 2002 table 1 (SET cover and frame)

Mode of Measurement shall be paid by Per SET basis.

(B) (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 1 Mode of Measurement shall be paid by Per

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

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

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

Mode of Measurement shall be paid by Per NO basis.

Item No.46: F.R.C. Strom water Grating Set Grating (jali) 740 x 740 X 90 mm Square

Jali. 20.00 MT Load Design , 90 X2 mm MS Flat Around, Frame : 600 X 600 mm clear

opening, outer size 900 x 900 x165 mm. om upper periphery of frame 25 x 3 mm wide

MS Flate Should be well embded in concrete to protect the edge Frame comp.. As

directed by engineer in charge.

Mode of Measurement shall be paid by Per NO basis.

Item No.47: F.R.C. Strom water Grating Set Grating (jali) 690 x 690X 70 mm Square Jali.

20.00 MT Load Design , 70 X2 mm MS Flat Around, Frame : 600 X 600 mm clear opening,

outer size 800 x 800 x120 mm. om upper periphery of frame 25 x 3 mm wide MS Flate

Should be well embded in concrete to protect the edge Frame comp.. As directed by

engineer in charge.

Mode of Measurement shall be paid by Per NO basis

Item No.48: F.R.C. Strom water Grating Set Grating (jali) 620 x 620 X 75 mm Square

Jali. 20.00 MT Load Design ,75 X1.2 mm MS Flat Around, Frame : 500 X 500 mm

clear opening, outer size 770 x 770 x135 mm. om upper periphery of frame 25 x

31.5 mm wide MS Flate Should be well embded in concrete to protect the edge

Frame comp.. As directed by engineer in charge.

Mode of Measurement shall be paid by Per NO basis

Item No.49: Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete

Mode of Measurement shall be paid by Per CMT basis

Item No.50: 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.

(a) Production & Supply of WMM

(b) Laying of WMM

Mode of Measurement shall be paid by Per CMT basis

Item No.51 : Corrugated DWC HDPE pipes (Non-pressure pipes) Providing and

supplying,Lowering, Laying & Joining of Class SN8 Structured Wall polyentheiene piping

systems (Pipe with online/offline coupler and elastomeric sealing ring) with non-smooth

external annular corrugated and smooth internal surface (Double central taxes,

transportation, freight charges, octroi, inspection charges, loading, unloading,

coveyance to the departmental stores etc. complete-Road Project Approved Rate

Mode of Measurement shall be paid by Per RMT basis

Item No.52 : Drilling of 900mm dia Horizontal borehole for watermain pipeline crossing

under the road incl in all strata with required lenth incl fixing of 800mm dia M.S/RCC

casing pipe with pushing etc complete various size for 406.4 to 508 mm dia watermain

(For 45 mt Length)

A. RCC Casing pipe in place of MS pipe+Water main-406.4 mm

Mode of Measurement shall be paid by Per NO basis

Item No.53: Providing & Constructing Precast RCC Manhole in RCC M-40 grade

Controlled concrete as per drawing, in OPC including excavation, 80 mm thick P.C.C. in

M 15, Reinforcement in TMT-500, PVC Foot steps, Providing & fixing FRC Manhole frame

& cover including inside epoxy paint complete etc.

For 300, 450 & 600 dia. Pipe(upto 4 m. depth)

(i) 1.2 dia x 2.0m Depth

(ii) 1.2 dia - 2.01 to 2.99 m Depth

(i) 1.2 dia x 3.0m Depth

(ii) 1.2 dia - 3.01 to 3.99 m Depth

For 300,450 & 600 dia. Pipe (More than 4.0 mt.

depth) & for 900 mm dia.pipe for any depth

Mode of Measurement shall be paid by Per NO basis

Item No.54: 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 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

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

Mode of Measurement shall be paid by Per NO basis

Item No.55: 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

For Pipe dia. <= 1000 mm

1.6 m x 1.6 m Manhole depth from 4.0 to 5. 0 m

1.6 m x 1.6 m Manhole depth from 6.0 to 7. 0 m

For Pipe dia. <= 1200 mm

1.8 m x 1.8 m Manhole depth from 4.0 to 5. 0 m

1.8 m x 1.8 m Manhole depth from 6.0 to 7. 0 m

Mode of Measurement shall be paid by Per DM basis

CONTRACTOR'S SIGNATURE ADDI CITY ENGINEER

& STAMP (North West Zone)

Name of work :- Providing, Supplying and road reinstatement with G.S.B and Wetmix

Material in Shayona area and other Parking Plot, Different Places in Chandlodia Ward

in North West Zone. (A.R.C)

Summary of Required Information to be furnished by the Bidder for the Tender

Evaluation purpose-

Sr. Particulars Criteria

Register “E-1” class in Govt.

R&B/CPWD/AMC or equivalent register

with any other state Govt. or institutions.

Bidder who is not registered in A.M.C.,

shall have to register in in A.M.C. before

claiming 1st R.A. Bill.

Rs.1500/- in the form of Demand Draft As

Per N Procure Sheet

Earnest Money Deposit Rs.30,00,000/- in the form of Bank

(E.M.D.) Guarantee/Demand Draft

Income Tax Clearance Income Tax Clearance Certificate for last

Certificate three finacial year.(Fill form B)

An average annual turnover of last three

5 Financial Criteria

years of minimum 30 % of Estmate cost

1.Three similar completed works (each

costing not less than the amount equal to

40% of the estimated cost.

2.Two similar completed works each

6 General Experience costing not less than the amount equal to

50% of the estimated cost.

3.One similar completed works each

costing not less than the amount equal to

80% of the estimated cost.

7 Solvency Cerificate An amount up to 20 % of tender cost

Seal and Signature of the Bidder Addl. City Engineer (N.W.Z)

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.

CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER

& STAMP (North West Zone)