Demolition /Renovation /upgradion of exiting Community Toilet/Pay & Use/ Urinal in Gomtipur ward Of East Zone. (A.R.C)

Name of Work: Demolition /Renovation /upgradion of exiting Community Toilet/Pay & Use/

Urinal in Gomtipur ward Of East Zone.(A.R.C)

Bill of Quantities

AHMEDABAD MUNICIPAL CORPORATION

Engineering Department- East zone

Name of Work: Demolition /Renovation /upgradion of exiting Community Toilet/Pay & Use/

Urinal in Gomtipur ward Of East Zone.(A.R.C)

I. No. Items Qty Per

Demolition including stacking of

serviceable materilas and disposal of

unserviceable materials with all lead

and lift. (i) R.C.C. work

Demolition of Brick work and stone

masonry including stacking of

2 serviceable materilas and disposal of 50.00 544.95 Cmt.

unserviceable materials with all lead

and lift.(ii) In Cement Mortar

Demolition of terrace including

stacking of serviceable materilas and

3 disposal of unserviceable materials 50.00 63.00 Smt.

with all lead and lift.(i) Brick tile

Dismentaling tiled of stone floors laid

in mortar including stacking of

4 serviceable materilas and disposal of 150.00 47.25 Smt.

unserviceable materials with all lead

Dismentaling of sheet roofing

including ridges, Hips, Valleys,

Gutters etc. stacking of serviceable

materilas and disposal of

unserviceable materialswith all lead

and lift.(i) G.I.sheet roofing.

Dismentling steel work including

6 distempering and stacking the 150.00 3.63 Kg.

materials with all lead and lift.

Dismentling doors, windows,

ventilators etc. (wood or steel)

shutters including chowkhats

architraves, holdfasts and other

attachment etc. complete and

stacking them within all lead and

lift.(i) Not exceeding 3 Sq.M. in area.

Dismentling doors, windows,

ventilators etc. (woodor steel)

shutters including chowkhats

8 architraves, holdfasts and other 20.00 248.85 Each

attachment etc. complete and

stacking them within all lead and

lift.(ii) Exceeding 3 Sq.M. in area.

Dismentling barbed wire in fencing

including making rolls and also

including dismentling fencing posts

including all earth work concrete in

9 base and making good the disturbed 29.99 66.15 Rmt.

ground stacking useful materials as

directed and disposing as directed

and disposing of the unserviceable

materials with all lead and lift.

Dismentling C.I. pipes

G.S.W.pipesabd A.C. rain water pipes

with fittings and clamps including

stacking the materials with all lead

and lift\( for any

Dismantling santtary fittings like

wash basin.W.C. pan Indian and

11 European type, flushing tank etc. 30.00 401.63 Each

including stacking the materials with

all lead and lift.

Scraping oil paint from steel and

12 other metal surface and making the 150.00 48.83 Smt.

surface even (with Hand Scraping.)

Excavation for foundation upto 1.5 m

depth including sorting out and

stacking of useful materials and

disposing off the excavated stuff

upto 50 Meter lead. (A) Loose or soft

(A) up to 1.5 mt. depth 300.00 115.92 Cmt.

Excavation for foundation upto 1.5 m

depth including sorting out and

stacking of useful materials and

disposing off the excavated stuff

upto 50 Meter lead. (A) Dense or

(A) up to 1.5 mt. depth 150.00 148.19 Cmt.

Add extra for Disposingoffthe

15 excavated stuff of above items for 500.00 17.28 Cmt.

lead of (A) 50 m to 100 m

Add extra for Disposing off the

16 excavated stuff of above items for 500.00 34.56 Cmt.

lead of (B) 100 m to 200 m

Extra rate over item of excavation of

earth for excavation of asphalt

pavement/RCC of thickness up to

0.20 meter including demolishing the

asphalt carpet,metal,soiling /cutting

reinforcement etc.comp. with

stacking the material as directed.

(AMC approved SOR Rate Jan-2016)

(A) up to 0.20 meter thickness (By

(B) 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.

(C )0.30 meter & above (By any type

of Breaker Machine or R.C.C.Cutter

machine including cost of operator,

fuel, & transportation etc complete.

Providing and laying cement

concrete 1:3:6 (1 Cement : 3-

coarsesand : 6- hand broken stone

18 aggregates 40 mmnominal size) and 100.00 2976.00 Cmt.

curing complete excluding cost of

formwork in (A) Foundation and

Providing and laying cement

concrete 1:3:6 (1- Cement : 3-Coarse

sand : 6- Hand broken stone

aggregates 40mm nominal size) and

curing complete.SOR 23-24 IT NO

Supplying of graded hand brocken

20 stone size of 90 mm to 127 mm at 49.00 683 Cmt.

site (Rubble or Spoul)

Labour charges for spreading the

spouls 90 mm to 127 mm thick layer

good earth filling in voids correcting

21 the grade &camber comp.with 50.00 18 Smt.

rolling, watering, incl. preparing

thesurface by brushing for removing

all loose or dirtsect.comp.

Providing and laying cement

concrete 1:4:8 (1 Cement : 4-

coarsesand : 8- and broken stone

aggregates 40 mm nominal size) and

curing complete excluding cost of

formwork (A) Foundation and Plinth

Filling available excavated

earth(excluding rock) in trenches.

plinth, sidesoffoundationsetc. In

layers no texceeding 20cm. In depth

consolidating eachdisposited layer

by ramming and watering.

Filling in plinth with sand under

24 floors including watering ramming, 50.00 455.63 Cmt.

consolidating and dressing complete

Filling in foundation and plinth with

murrumor selected soil in layers of

25 20cm. thickness including watering, 250.00 286.20 Cmt.

ramming and consolidating etc.

Filling in foundation and plinth with

brick Bats Chhara in layers of 20cm.

26 thickness including watering, 25.00 594.61 Cmt.

remming and consolidating etc.

Conveyance charge of earth, lime

murrum building rubbish earth

manure or sludge &execavated

27 rock and rubbish [Lime murrum

building rubbish] item code no :-

030201A1 Ahmedabada road and

building SOR 2023-24

a) Lead up to 0.5 Km. 1.00 242.95 Cmt.

b) Lead up to 1.00 Km. 1.00 256.16 Cmt.

c) Lead up to 1.50 Km. 1.00 268.12 Cmt.

d) Lead up to 2.00 Km. 1.00 278.18 Cmt.

e) Lead up to 2.50 Km. 1.00 287.46 Cmt.

f) Lead up to 3.00 Km. 1.00 296.43 Cmt.

g) Lead up to 3.50 Km. 1.00 303.84 Cmt.

h) Lead up to 4.00 Km. 1.00 312.45 Cmt.

I) Lead up to 4.50 Km. 450.00 319.67 Cmt.

J) Lead up to 5.00Km. 450.00 326.73 Cmt.

RATE PER UNIT PER Km. FOR

KILOMETERAGE ABOVE 5Km.LEAD

FALLING IN TOTAL RANGE

ABOVE 5Km. & UP TO 10Km. 450.00 7.41 Cmt.

ABOVE 10Km. & UP TO 15Km. 450.00 6.56 Cmt.

Brick work using common burnt clay

building bricks having crushing

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

in foundation and plinth in Cement

Mortar 1:5. (1- Cement : 5 -fine

sand)(A) Modular

Brick work using common burnt clay

building bricks having crushing

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

in foundation and plinth in Cement

Mortar 1:5. (1- Cement : 5-fine

sand)(B) Conventional

Extra for brick work in

superstructure above plinth

levelupto floor two level (A)

Extra for brick work in

superstructure above plinth

levelupto floor two level (B)

Half brick masonry in common brunt

clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm.

in Cement mortar 1:4 (1 Cement:4-

coarsesand) in foundation and plinth

Half brick masonry in common brunt

clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm.

in Cement mortar 1:4 (1 Cement:4-

coarsesand) in foundationandplinth

(B) Conventional

Half brick masonry in common brunt

clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm.

in Cement mortar 1:5 (1 Cement:5-

coarsesand) in foundation and plinth

Half brick masonry in common brunt

clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm.

in Cement mortar 1:5 (1 Cement:5-

coarse sand) in foundationandplinth

(B) Conventional

Extra for brick work in

37 superstructure above floor two level 150.00 40.09 Cmt.

Item No. 5 (B) Coventional

Half brick thick honey- comb brick

38 work with common burnt clay 25.00 298.38 Smt.

building bricks having crushing

strengthnot less than 35Kg/Sq.Cm.

(ii) In Cement Mortar 1:5 ( 1-

Cement : 5 - coarse sand)

Providing and laying cement

concrete 1:5:10 (1 Cement : 5- fine

sand : 10- graded brick bat

39 aggregates 40mm nominal size) and 50.00 2457.01 Cmt.

curing complete excluding cost of

formwork in (A) Foundation and

Providing and laying controlled

cement concrete M.250 and

curingcomplete excludingthe costof

40 formworkand reinforcementfor 75.00 4238.04 Cmt.

reinforcedconcrete workin (A)

Foundations, footings, Baseof

columns and Mass concrete.

Providing and laying controlled

cement concrete M.250 and

curingcomplete excludingthe costof

41 formworkand reinforcementfor 15.00 4519.88 Cmt.

reinforcedconcrete workin (B)

Walls, from top of foundation

levelupto floor two level

Providing and laying controlled

cement concrete M.250 and

curingcomplete excludingthe costof

formwork and reinforcement for

reinforced concrete work in (.C)

Slabs, landing, shelves, Balconies,

Lintels, Beams, Girders and

Cantilever upto floor two level.

Providing and laying controlled

cement concrete M.250 and

curingcomplete excludingthe costof

43 formworkand reinforcementfor 10.00 4593.91 Cmt.

reinforcedconcrete workin (D)

Columns, Pillars posts and struts,

upto floor two Level

Providing and laying controlled

cement concrete M.200 and

curingcomplete excludingthe costof

44 formworkand reinforcementfor 50.00 3977.88 Cmt.

reinforcedconcrete workin (A)

Foundations, footings, Baseof

columns and Mass concrete

Providing and laying controlled

cement concrete M.200 and

curingcomplete excludingthe costof

formwork and reinforcement for

reinforced concrete work in (.C)

Slabs,landing,shelves,BalconiesLintel

s, Beams, Girders and Cantilever

upto floor two level.

Providing and laying controlled

cement concrete M.200 and

curingcomplete excludingthe costof

46 formworkand reinforcementfor 15.00 4558.20 Cmt.

reinforcedconcrete workin (D)

Columns, Pillars posts and struts

upto floor two level.

Providing and laying controlled

cement concrete M.200 and

curingcomplete excludingthe costof

47 formworkand reinforcementfor 10.00 5418.91 Cmt.

reinforcedconcrete workin (E)

Staircases excluding landing upto

Providing andlaying

cementconcrete work1:2:4 (1-

Cement : 2- Coarse sand : 4- graded

stone aggregates 20 mmnominal

size) andcuring complete excluding

cost of formwork and

reinforcement for reinforced

concrete workin (A) Foundations,

footings, Base or columns and Mass

Providing and laying cement

concrete 1:2:4 (1 Cement : 2- Coarse

sand : 4- graded stone aggregates

49 mm nominal size) and curing 10.00 3661.30 Cmt.

complete excluding cost of formwork

in (B)Independent piers, columns,

and pillars, upto floor two level

Providingandlayingcementconcrete

work1:2:4(1 Cement : 2- Coarse sand

: 4- graded stone aggregates 20 mm

nominal size) and curing complete

excluding cost of formwork and

reinforcement for

reinforcedconcretework in(B) Slabs,

landing, shelves, Balconis , Lintels,

Beams, Girders and Cantilever upto

floor two level.

Providing and laying in position

Ready Mixed M- 150 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 10 kms having

continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced

cement concrete work including

51 pumping of R.M.C. from transit mixer 25.00 3790.21 Cmt.

to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of

admixtures in recommended

proportions as per IS: 9103 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 bemaintained)

Providing and laying in position

Ready Mixed M- 200 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 10 kms having

continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced

cement concrete work including

52 pumping of R.M.C. from transit mixer 15.00 4793.10

to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of

admixtures in recommended

proportions as per IS: 9103 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 bemaintained)

Providing and laying in position

Ready Mixed M- 250 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 10 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: 9103 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) (Cement

Providing and laying in position

Ready Mixed M- 300 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 10 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: 9103 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) (Cement

Providing and laying in position

Ready Mixed M- 350 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 10 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: 9103 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) (Cement

Providing and laying and fixing

mm thick expansion joint by hydro

cell semi rigid UV

56 resistancewithhighperformancelami 50.00 738.13 Smt.

natedclosed cell polythene foamjoint

filler in sheet foamas directed, etc.

Providing form work of ordinary

timber planking so as to give a rough

finish including centering shuttering

strutting and propping etc. Height of

propping and centering below

supporting floor to ceiling not

exceeding 4M. and removal of the

same for in situ reinforced concrete

concreteworkin.(A)Foundations

Footings Bases of Columns etc. and

Providing formwork of ordinary

timber planking so as to give a rough

finish including centering shuttering

strutting and propping etc. Height of

propping and centering below

supporting floor to ceiling not

58 exceeding 4M. and removal of the 150.00 270.90 Smt.

same for in situ reinforced concrete

and plain concreteworkin. (B)Flat

surfaces such as soffits of suspended

floor roof slabs Landing sand the

like.(2) Floors etc. above 200mm in

Providing formwork of ordinary

timber planking so as to give a rough

finish including centering shuttering

strutting and propping etc. Height of

propping and centering below

supporting floor to ceiling not

59 exceeding 4M. and removal of the 30.00 229.95 Smt.

same for in situ reinforced concrete

and plain concreteworkin. (C)

Vertical surface such as walls (any

thickness) partitions and the like

including attached buttresses &

string course & the like.

Providing formwork of ordinary

timber planking so as to give a rough

finish including centering shuttering

strutting and propping etc. Height of

propping and centering below

supporting floor to ceiling not

exceeding 4M. and removal of the

same for in situ reinforced concrete

and plain concreteworkin. (G)

Columns Pillars Posts and struts. (1)

Square Rectangular Polygonal in

Providing formwork of ordinary

timber planking so as to give a rough

finish including centering shuttering

strutting and propping etc. Height of

propping and centering below

61 supporting floor to ceiling not 75.00 422.10 Smt.

exceeding 4M. and removal of the

same for in situ reinforced concrete

and plain concreteworkin. (G)

Columns PillarsPosts and

struts. (2)Circular or curved in Plan.

Providing formwork of ordinary

timber planking so as to give a rough

finish including centering shuttering

strutting and propping etc. Height of

propping and centering below

supporting floor to ceiling not

62 exceeding 4M. and removal of the 30.00 192.15 Smt.

same for in situ reinforced concrete

and plain concrete work in.

(H)(1)Sides and soffits of Beams

BeamHaunchings cantilevers Girders

Bressumers and Lintels not

exceeding 1 M. in Depth.

Providing formwork of ordinary

timber planking so as to give a rough

finish including centering shuttering

strutting and propping etc. Height of

propping and centering below

supporting floor to ceiling not

63 exceeding 4M. and removal of the 30.00 259.88 Smt.

same for in situ reinforced concrete

and plain concrete work in.

(H)(2)Sides and soffits of Beams

BeamHaunchingscanti-levers Girders

Bressumers and Lintels exceeding

Providing formwork of ordinary

timber planking so as to give a rough

finish including centering shuttering

strutting and propping etc. Height of

propping and centering below

supporting floor to ceiling not

exceeding 4M. and removal of the

same for in situ reinforced concrete

and plain concrete work in. (L)

Chullah Hoods, weather

shadesChhajjas Corbels etc. including

Providing formwork of ordinary

timber planking so as to give a rough

finish including centering shuttering

strutting and propping etc. Height of

propping and centering below

supporting floor to ceiling not

exceeding 4M. and removal of the

same for in situ reinforced concrete

and plain concrete work in. (M)

Staircase with slopingor stepped

soffits including risers and stringers

excluding landing.

Providing TMT Bar FE500D

reinforcement for R.C.C. work

66 including bending, binding and 75.46 Kg.

placing in position complete upto

floor two level

Providing and laying polished Kota

stone slab flooring over 20mm

(Average) thick base of cement

mortar 1:6 (1-cement: 6-coarse sand

)or L.M. 1.1.5 (1-Lime putty :1.5-

coarse sand) laid over and jointed

with grey cement slurry mixed with

pigment to match the shade of slab

includin grubbing and polishing etc.

complete. (A) 25mm thick

Providing and laying polished Kota

stone slab flooring over 20mm

(Average) thick base of cement

mortar 1:6 (1-cement : 6-coarse

sand) or L.M. 1.1.5 laid over and

jointed with grey cement slurry

including rubbing and polishing etc.

complete. (B) 30 mm

SOR-2023-24 GOVERMENT OF

GUJARAT R&B DEPARTMENT

Providing and laying polished kota

stone slab 25mm thick in risers of

steps, skirting Dedo and pillars laid

on 10mm thick cement mortar 1:3

69 (1-Cement :3 coarse sand) and 45.00 1176.03 Smt.

jointedwithgray cement slury mixed

with pigment tomatch the

shadeofslab including rubbing and

polishing etc. complete.

Providing and laying white glazed

tiles 6 mm thick in skrting risers of

steps and dedo on 10mm thick

cement plaster 1 : 3 (1-cement :3-

coarse sand) and jointed with white

Providing and laying white glazed

tiles 6 mm thick in flooring treads of

steps and landing laid on a bed of

12mm thick cement mortar 1:3 (1-

cement : 3 coarse sand) finishing

with flush pointing in white cement.

Providing and laying coloured glazed

tiles of the size 300 mm x 200 mm x

8mm / 300 mm x 450 mm x 8 mmin

72 skirting, risers of steps and dedo on 150.00 1426.95 Smt.

10 mm. thick cement plaster 1:3 (1

cement : 3 coarse sand) & jointed

with white cement slurry

Providing and fixing premoulded

compressible filler board in black

colour confirming to MoRT&H

Specifications (Clause 1015), having

minimum density 95kg/cum, non-

staining with less than 1% water

absorption & compression recovery

of 93% minimum as per specification

for 12 mm wide expansion joint

including cutting to required size and

shape at all levels etc.complete as

Providing and fixing Double side

polished 25 mm thick white or any

colour marble stone to be fixed as a

partition in wall. The size of a

partition shall be 1.20 Mts. X

Mts. One side of 1.20 Mts length shall

be embedded at least 50 mm in the

wall vertically and shall

be fixed with Cement Mortar 1:1. The

partition shall be fixed after cutting

the stone as per the design and

pattern approved. The partition shall

be polished on both the sides and

shall be fixed as per the directions of

the project consultants. All the

visible edges of this stones shall be

properly moulded and polished on

Providing and laying marble stone

slab flooring over 20mm (average)

base of cement mortar 1:6 (1-

cement : 6 coarse sand) or L.M.

75 1:1.5(1- lime putty : 1.5 - coarse 200.00 2194.63 Smt.

sand) laid and jointed with gray

cement slurry including rubbing and

polishing complete. (A)Marble slab

Providing and laying Vitrified tiles

to 10 mm thick , 24'' x 24'' in flooring

76 treads of steps and landing laid on a 200.00 1062.5 Smt.

bed of 12mm thick cement mortar

1:3 (1- cement : 3-coarse sand )

finishing with flush pointing in white

Providing and laying Vitrified tiles

to 10 mm thick , 36'' x 36'' in flooring

treads of steps and landing laid on a

77 bed of 12mm thick cement mortar 30.00 1469.91 Smt.

1:3 (1- cement : 3-coarse sand )

finishing with flush pointing in white

Grouting thejoints offlooring

tileshaving jointsof 3 mm width,

using epoxy grout mix of 0.70 kg of

organic coated filler of desired shade

78 (0.10 kg of hardener and 0.20 kg of 600.00 258.65 Smt.

resin per kg), including filling /

grouting and finishing complete as

per direction of Engineer-in-

charge. Size of Tile 600x600 mm

Providing and laying Ceramics tiles

6 to 8 mm thick in flooring, treads of

steps, landing and dedo on 12 mm.

thick cementplaster 1:3 (1 cement

:3 coarse sand) and jointed with

white cement slurry etc. complete in

all respects etc. complete as direction

Providing &Laying 18mm

thickMirror polish granite For

flooring ,counter ,stair -riser ,tread

,skirting ,dedo , Jambs etc. machine

cut or chiselled on bed of cement

mortar 1:1 pointing with neat

cement slurry incl. moulding,

Makinggrooves whereit isrequired

etc. comp. as per instruction of

engineer in charge.

Providing 10mm thick cement

plaster in single coat on brick /

concrete walls for interior plastering

upto floor two level and finished

even and smooth in (ii) Cement

mortar 1:4 (1-cement :4-sand)

Providing 15 mm thick cement

plaster in single coat on Rough

(Similar)side of single or half brick

walls for interior plastering upto

floor two level and finished even

ands mooth in (i) Cementmortar1:3

(1-cement:3-sand)

Providing 15 mm thick cement

plaster in single coat on Rough

(Similar) side of single or half brick

83 walls for interior plastering upto 30.00 155.61 Smt.

floor two level and finished even and

smooth in (ii) Cementmortar1:4 (1-

cement :4-sand)

Providing 20 mm thick cement

plaster in single coat on single or

half brick walls for

84 interiorplasteringupto floor two level 75.00 190.58 Smt.

and finished even and smooth in (ii)

Cement mortar 1:4 (1-cement :4-

Providing 20 mm thick double coat

mala cement plaster on interior

brick / concrete work for plastering

comprising of base coat of 12 mm

thick cement plaster in cement

85 mortar (1 Cement : 4 coarse sand) in 45.00 269.78 Smt.

rough finishing and 8mm thick top

coat of cement mortar 1:2 (1 Cement

: 2 Coarse sand) finished with trovel

including scaffolding curing etc.

Extra for providing and mixing water

proofing material in Cement

86 concrete in mix proportion 30.00 48.67

recommended by the

White /Color washingwith limeon

wallsurfaces (two coats) togive

aneven shade including thoroughly

brooming the surface to remove all

dirt, dust mortar drops and other

foreign matter.

Wall painting (two coats) with

plastic emulsion paint of approved

brand and manufacture on

undecorated wall surface to give

88 anevenshade includingthroughly 150.00 78.44 Smt.

brushing the surface free from

mortar droppings and other

foreignmatterand sand papered

Extra over item 57 for every

subsequent coat of wall painting

with plastic emulsion paint of a

Applying two coats of putty & two

coats of primer of approved brand

and manufacture on new wall

surface to give an even shade

including thoroughly brushing the

surface free from mortar dropping

and other foreign matter and sand

papered smooth.

Excavation for pipe line trenches etc.

for all with shoring and strutting 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 sort of soils and soft

For every extra additional depth of

1.5 m or part thereof beyond 7.5 m 75.00 28.00 Cmt.

Lowering, laying and jointing Stone

Ware pipes of following diameters

with cement joints in C. M. 1:1

proportion in proper position, grade

and alignment at all level as directed

by Engineer-in-charge including

conveyance from stores to site of

work, Jointing material etc. comp.

Refilling thepipeline trenches incl.

ramming, watering, consolidating

desposal of surplus stuff as directed

within a radius of 3 km.

Providing & Laying & Jointing glazed

stoneware pipes incl. excavation

upto 2.0mt.,refilling, trasporting the

pipe towork site, unloading,

loweringin trenches, laying and

jointing the pipes in c.m. 1:1 incl. all

jointing materials suchas cement,

sand, hemp, bitumen as dire.

testing thepipe lineto ahead of1.5

mt. and hydraulic test as dire incl.

watering trenches, spreading, and

carting away of surplus earth within

100 mt.lead as dire. etc. comp.(Based

on Building SOR 2015-16)

(A) 23 cm dia. 50.00 386 Rmt.

(B 15 cm dia 50.00 183 Rmt.

(C )10 cm dia. 50.00 134 Rmt.

Constructing Chamber of following

size including excavation, refilling,

BBCC (1:5:10) for foundation,

mC.C.Channel (1:2:4), finished

95 mm thick cement plaster inside in

CM 1:3, finishing with cement slurry,

Brick masonary in CM 1:5 &

excluding the cost of chamber seat

cover etc..completed.

(A) 0.60 X 0.45 mt. size Inside Clear,

Depth from 0.0 to 0.90meter

(B) 0.60 X 0.75 mt. size Inside Clear,

Depth from 0.0 to 5.00 2902.85 No.

0.90meter for pipe dia<=20 mm.

(C )0.75 X 0.75 mt. size (Inside Clear)

Depth from 0.0 to 1.20 meter for pipe 5.00 3944.41 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 4mm dia MS

Steel HDPE coated steps 35 cm C/C

at 1:1.5:3 of thickness 15 C.M.,

including cantering & reinforcement

(single jali at 15 C.M. C/C bothway

mm dia) But excluding the cost of

manhole seat cover etc. completed of

size 0.75 * 1.00 meter (inside clear

M.H. length should be parallel to the

(A) 1.00 to 2.00 meter depth, (Slab

at Ground level)

(B) 2.00 to 3.00 meter depth, (Slab at

below 0.60 mt. From G.L.)

Rate reduction over item of

Constructing Slab Type M.H.

Chamber of size 1.00 x 0.75 mt for

97 constructing slab @ depth more than 25.00 460.71 DM

0.60 mt below Ground Level (Max.

unit of DM should be reduced in this

Making connection to the ex. M.H. in

running sewer incl. Dewatering and

other required machinery etc. of

98 following dia pipe at any convenient

time. All damaged work shall be well

repaired as per instructions etc.

(i) 150 mm to 300 mm dia. pipe 75.00 1352.68 No.

(ii) 400 m to 600 mm dia. pipe 10.00 2254.46 No.

(ii) 700 m to 900 mm dia. pipe 10.00 3156.25

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.

(i) 150 mm to 300 mm dia. pipe 50.00 1145.27 No.

(ii) 400 m to 600 mm dia. pipe 5.00 1704.38 No.

(ii) 700 m to 900 mm dia. pipe 1.00 2029.02 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

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

steps andexisting MHsheet cover,

removingthe debrisfrom MHand

cartingthe sameas directed.(AMC

approved SOR Rate Jan-2016)

(A) up to 0.15 mt. (@ Two Coarse) 2.00 732.14 No.

(B) up to 0.35mt. (@ Four Coarse) 2.00 1160.71 No.

(C) up to 0.65 mt. (@ Seven Coarse) 2.00 1794.64 No.

(D) up to 0.90 mt. (@ Ten Coarse ) 2.00 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. steps and existing chamber sheet

cover, removing the debris from

chamber and carting the same as

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

carting to the work site etc. comp.

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

Heavy Duty [EHD-35] Machinehole

Covers & Frame- 560mm ø clear

opening, The dimension of frame and

cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

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

Duty [HD-20] Machinehole Covers &

Frames- 560mm ø clear opening, The

dimension of frame and cover as

permentioned in Amend No.1 to IS

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

Machinehole Covers & Frames-

104 560mm ø clear opening, The 15.00 1720.44 No.

dimension offrame and cover as per

mentioned inAmend No.1 to IS

12592 : 2002 table 1 (Only Cover)

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

[HD20] Machinehole Covers &

Frames560mm ø clear opening, The

imensionof frame and cover as per

mentioned inAmend No.1 to IS

12592 : 2002 table 1(Only Frame )

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

Medium Duty [MD-10] Machinehole

Covers &Frames- 560mm ø clear

106 opening, The dimension of frame and 15.00 2355.28 No.

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

[MD10] Machinehole Covers &

Frames560mm ø clear opening, The

imension of frame and cover as per

mentioned in Amend No.1 to IS

(Only Frame ) F.R.C. Medium Duty

[MD10] Machinehole Covers &

Frames560mm ø clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS

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

Medium Duty [MD-10] Chamber

Covers & Frame- 600 x 450 mm clear

opening, The dimension of frame and

cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

(Only Cover )F.R.C. Medium Duty

[MD10] Chamber Covers & Frame-

600 x450 mm clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS

(Only Frame ) F.R.C. Medium Duty

[MD10] Chamber Covers & Frame-

600 x450 mm clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS

F.R.C. Light Duty [LD-2.5] Chamber

Cover: 706 x 556 x 50mm

rectangular cover, 2.5:00 MT load

design, 50x2mm MS flat

allround,12mm ø plain round bar for

lifting the cover & should be fitted

with plastic cups.Frame: 600 x

450mm clear opening, outer size-

816 x 666 x 100 mm. On the upper

periphery of frame 25x3mm wide MS

flat should be well embded in

concrete to protect the edges of

frame.Set : FRC L.D.- 2.5 chamber

cover & frame described as above

muLx[j Mxtumo mh¾gwjh

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

Cover: 710 x 560 x 70mm

rectangular cover,10.00 MT load

design, 70x2mm MS flat

allround,12mm ø plain round bar for

lifting the cover & should be fitted

with plastic cups.Set : FRC M.D.-

chamber cover & frame described as

Providing Kachhaof Pakka Dummy

in the followingdia pipes and

removing the same after completion

of the connection work as directed.

Providing and fixing screw down bib

taps of following size.(A) Brass screw

down bib tap polished bright. (i)

Providing and fixing C.P. brass

shower rose with 15mm or 20mm

inlet Shower Arm.(A) 100mm dia.

Provdg. & laying S.W. Gully trap with

C.I. garting brick masonry chamber

&water tight C.I. cover with frame of

300 mm x 300 mm size ( inside) with

standard weight. sqare mouth trap

size 150 x100 mm P or R trap

Providing erectingand fixingdouble

coatedISI water tank of required

118 capacity each with all necessary 3.91 Litre

fittings and connection etc. complete

Providing andfixing cast iron (Spun)

Nahni trap of the following nominal

diameter of self cleaning design with

C.I. screaed down or higned grating

including cost of cutting and making

good the walls and floor 100 mm

inlet and 50mm outlet. (C)100mm

Providing laying and jointing in true

line and level 15mm dia. U.P.V.C. Pipe

( SCH- 40) for cold waterincluding

fittings as approved by Engineer In

Charge. Pipe shall be fixed on the

wall with the helpof clamp at every

two metre C/C or shall beconcealed

as directed including necessary

fittings etc. including testing of pipe

and join s and fixingthe same with

adhesive solvent, including cost of all

Providing layingand jointingin

trueline and level 25mm dia.

U.P.V.C. Pipe ( SCH- 40) forcold

waterincluding fittingsas

approvedby EngineerIn Charge.

Pipe shall be fixed on the wall with

121 the help of clamp at every two metre 150.00 90.93 Rmt.

C/C or shall be concealed as directed

including necessaryfittings

etc.including testing of pipe

andjoints andfixing thesame with

adhesive solvent, including cost of all

Providing layingand jointingin

trueline and level 32mm dia.

U.P.V.C. Pipe ( SCH- 40) forcold

waterincluding fittingsas

approvedby EngineerIn Charge.

Pipe shall be fixed on the wall with

122 the help of clamp at every two metre 15.00 117.97 Rmt.

C/C or shall be concealed as directed

including necessaryfittings

etc.including testing of pipe

andjoints andfixing thesame with

adhesive solvent, including cost of all

Providing layingand jointingin

trueline and level 40mm dia.

U.P.V.C. Pipe ( SCH- 40) forcold

waterincluding fittingsas

approvedby EngineerIn Charge.

Pipe shall be fixed on the wall with

123 the help of clamp at every two metre 15.00 146.65 Rmt.

C/C or shall be concealed as directed

including necessaryfittings

etc.including testing of pipe

andjoints andfixing thesame with

adhesive solvent, including cost of all

Providing layingand jointingin

trueline and level 50mm dia.

U.P.V.C. Pipe ( SCH- 40) forcold

waterincluding fittingsas

approvedby EngineerIn Charge.

124 Pipe shall be fixed on the wall with 30.00 193.73 Rmt.

the help of clamp at every two metre

C/C or shall be concealed as directed

including necessaryfittings

etc.including testing of pipe

andjoints andfixing thesame with

adhesive solvent, including cost of all

Providing and fixing concealed

center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having

National Sanitation Foundation

125 (NSF) seal for potable waterof

following dia. nominal bore tube

fittings and clamps including making

good the wall, ceiling and floor etc.

Provdg. And fixingto wall

,ceilingand floor10.00 kg. F/Sq.Cm2

workingpressure polythelenepipes

of the following outside diameter,

low, density, complete with special

flange compression type fittings, wall

clips etc. making good wall ceiling

(A) 75mm dia 100.00 186.9 Rmt.

Providing and fixing water closet

squatting Pan (Indian type W.C. Pan)

size 580mm (Earthwork, bed

127 concrete, foot resteand trapto 15.00 962.10 No.

bemeasured andpaid for separately)

(A) Vitreous China.(I) Long pattern =

Providing and fixing 100mm size P

or S trap for water closet squatting

pan including jointing the trap with

the pan and soil pipe in cement

Mortar 1:1 (1-Cement : 1- Fine

sand)(A) Vitreous China.

Providing and fixing in Cement

Mortar 1:3 (1Cement: 3- coarse

sand)a, pairof whitevitreous China

250mm x 130mm x 30mm footrest

to long pattern squatting pan water

Providing and fixing 12.5 Litres low

level flushing cistern with a pair, of

C.I. or Mild brackets, complete with

fittings such as lead valve less

syphon, 15mm nom.nal size brass

ball valve with polythene float, C.P

brass handle unions and couplings

for connections, with inlet, outlet and

overflow pipes, 40mm dia. porcelain

enamelled flush bend including

cutting holes in walls and making

good the same connecting the flush

bend with cistern and closet

(overflow pipe to be measured and

paid for separately)(A) Vitreous

China (I) In white colour

Providing and fixing 12.5 Litres high

level C..I. flushing cistern with A pair

of C.I. or Mild steel brackets,

womplete with fittings such as

syplionic arrangement, 15mm

nominal size brass ball valve with

131 polythene float, lever G.I. China (60 10.00 1538.93 Each

cm. ) and pull union and couplings

for connections with inlet, outlet and

overflow pipes etc. including cutting

holes in walls and making good the

same (overflow pipe to be measured

and paid fo separately )

Providing and fixing white vitreous

china extended wall mounting water

closet of size 780 x 370 x 690 mm of

approved shape including providing

& fixing white vitreous china cistern

with dual flush fitting, of flushing

capacity 3 litre/ 6 litre (adjustable to

4 litre/ 8 litres), including seat cover,

and cistern fittings, nuts, bolts and

gasket etc complete.

Providing and fixing chromium

plated brass half trun flush cock of

approved quality including fixing in

pipe line etc. complete.

Providing and fixing 8 mm dia C.P. /

S.S. Jet with flexible tube upto

metre long with S.S. triangular plate

to Eureopean type W.C. of quality

and make as approved by Engineer -

Providing and fixing Kitchen sink

with C.I. or M.S. brackets, painted

white including cutting holes in walls

135 and making good the same but 5.00 2257.69 Each

excluding fittings. (C) Vitreous China

Sink.(i) 600mm x 450mm x 150mm

Providing and fixing C.P. brass waste

136 for washbasin or sink. (A) 32mmdia. 5.00 67.24 Each

Providing and fixing C.P. brass waste

137 for washbasin or sink. (B) 40mm dia. 5.00 88.94 Each

Providing and fixing M.I. fisher union

139 for washbasin or sink. (A) 32mm dia. 5.00 77.97 Each

Providing and fixing M.I. fisher union

140 for washbasin or sink. (B) 40mm dia. 5.00 87.77 Each

Providing and fixing washbasin with

single hole for pillar tap with C.I. or

M.S. brackets painted white including

sutting holes and making good the

same but excluding fittings.(A)

Vitreous China:(ii) Flat Back

washbasin 550 mm x v 400mm size.

(i) In white colour.

Providing and fixing 600mm x

450mm bevelled edge mirrror of

superior glass mounted on 6mm

thick A.C. sheet or plywood sheet and

fixing to wooden pluge with C.P.

brass screws and washers.

Providing and fixing mirror of

superior glass (of approved

quality) and of required shape and

143 size with plastic mouldedframe 5.00 1817.20 No.

ofapproved makeand shadewith

6mm thickhard boardbacking :

Rectangular shape 1500x450 mm

Providing andfixing PTMTliquid

soapcontainer 109 mm wide,

mm high and 112 mm distance from

wall of standardshape with bracket

of the same materials with snap

fittings of approved quality and

colour, weighing not less than

Providing and fixing toilet paper

holder.(A) C.P. Brass

Providing and fixing C.P. brass towel

rail comlete with C.P. brass brackets

fixed to wooden plugs with C.P. brass

scews.(B) 600mm x 20mm size.

Providing and fixing ball valve

(brass) of approved quality, High or

low pressure, with plastic floats

Providing and fixing Gun metal check

148 or non-returnfullway wheel valve.

Provdg. & fixingC.P.brasspillar

tapcapstan head, screw downhigh

pressurewith screwsshanks and

back nuts. (A) 15 mm dia

Providing and laying broken chine

mosaic flooring for terrace using

mm to 20 mm broken pieces of

glazed tiles to be laid over cement

mortar 1:3 to plain or slope and to be

150 tempered to bring mortar creme out 100.00 739.89 Smt.

upto surface using white cement

including rounding off junctions and

extending them upto 15 cm along the

wall,clearing with water and oxalic

acid etc. as directed.

Providing and applyingfibre

reinforced elastomeric liquid

waterproofing membranewith

resilient acrylic polymers having

Sun Reflectivity Index (SRI) of

on top ofconcrete roofin threecoats

@10.76 litre/ 10 sqm. One coat

151 of self-priming of elastomeric 15.00 474.15 Smt.

waterproofing liquid (dilution

withwater inthe ratio of 3:1) and

two coats of undiluted

elastomeric waterproofing liquid

(dry filmthickness of complete

application/system notless than500

microns). The operation shallbe

carriedout afterscrapping and

properly cleaning the surface to

remove loose particles with

wirebrushes, completein allrespect

asper the direction of Engineer-in-

Providing and laying cement

concrete flooring 1:2:4 (1-cement : 2-

coarse sand : 4-graded stone

152 aggregate 20mm nominal size) laid 75.00 348.08 Smt.

in one layer and finished with a

floating coat of neat cement. (B)

Providing and fixing M.S. grills of

required pattern to wooden frames

of windows etc. with M.S. flats at

153 required spacings and frame 100.00 100.17 Kg.

alround, square or round bars with

round headed bolts and nuts or by

screws (A) Plain Grill.

Providing and fixing M.S. grills of

required pattern to wooden frames

of windows etc. with M.S. flats at

154 required spacings and frame 75.00 143.64 Kg.

alround, square or round bars with

round headed bolts and nuts or by

screws. (B) ORNAMENTAL GRILL

Applying priming coat over new steel

and other metel surface after and

including preparing the surface by

throughly cleaning, oil,grease, dirt

155 and other foreign matter and 100.00 34.34 Smt.

scoured with brushes fine steel

wood, scrapers and sand paper with

ready mixed priming paint brushing

Painting twocoats (excluding

primingcoat) on new steel and

other metal surface with enamel

paint, brushing, interiorto givean

evenshade including cleaning the

surface an even shade including

cleaning the surface of all dirt, dust

and other foreign matter.

Fabricating, supplying and fixing in

position SS railing for staircase and

balcony with brush finish and

grade as per Indian Standrd and

detailed drawing including grinding,

cleaning and filling the welded spots

with SS finish (Only Length will be

paid for payment heigth max.1.2

157 mt.). The Work to be executed as per 50.00 4213.00 Rmt.

consultant drawing . Top Rail: S.S.

Railing pipe 50 mm x 16 G ASIS

GradeVertical Support: S.S. Rialing Sq

pipe 32x32 mm x 16G ASIS

Grade (at every 1.0 mt to 1.20 mt

c/c)Horizontal Safety members: S.S.

Railing pipe 16 mm x 16G ASIS

Grade (4 Nos. min.)

Providing and fixing brush finish

stainless steel(304) staircase railing

which includes cutting / bending /

welding / buffing to give brush finish

and grouting in cement concrete

with anchor fasteners without

disturbing the flooring or as

approved by the consultants. THREE

Horizontal pipes of 38 mm diameter

each and top pipe of 50 mm

diameter. Vertical Post of size 50 mm

diameter at every 1200 mm. At the

end and start of the flight, baluster of

75 mm diameter pipe shall be fixed.

Providing and fixing in position

collapsible steel shutters with

verticalchannels 20x 10x 2mm

bracedwith flat iron diagonals 20 x

mm size with top and bottom rails of

T_rin 40x 40x 6mm with 38mm

159 dia, steel pulleys complete with 25.00 5391.23 Smt.

bolts, nuts, locking

arrangements, stoppers handles

including applying a priming coat of

red lead paint. (Ahmedabad City

Building SOR 2023-24) Item code-

Providing corrugated G.I. sheet of

class-3 roofing fixed with

glavanished iron J or L Hooks, Bolts

and nuts 8mm diameter with

bitumen and G.I. limpet washer or

G.I. limpet washer. filled with white

lead complete excluding the cost of

purlins, Rafters and Trusses.(1)

mm thick sheet.

Providing and fixing 150mm wide

450mm over all semicircular plain

G.I.sheet class-3 gutter with Iron

161 brackets 40mm x 3mm size Bolts, 35.00 555.71 Smt.

Nuts, washers etc. including making

necessary connection with rain

water pipes. (i) 0.80 mm thick Sheet.

Providing valleys 900mm overall in

plain 1.6mm thick G.I. sheet fixed

with G.I. J or L Hooks, Bolts and

nutsglavanised iron J or L Hooks

Bolts and nuts 8mm dia G.I. Limpet

and bitumen washers complete.

Providing and fixing window having

extruded aluminum Colour anodized

section frame main outer size 63.50 x

Rmt, horizontal two track member

size 61.85 mm x 31.75 mm x 1.20mm

@ wt.of 0.695 Kg/mt, vertical

member of size 61.85 mm x

Kg/mt with sliding shutters of

163 horizontal member size 40mm x 15.00 1696.73 Smt.

0.456Kg/mt, vertical member of

size 40mm x 18mm x 1.29mm @

Kg/mt with 5 mm thick transparent

bronze colour tinted float glass with

powder coated aluminum fittings

and fixtures and transparent silicon

sealant glass fixing to frame as per

details etc complete for window.

Providing andfixing

standaredextruded

ofalluminiumsection ofsize 63mm x

Kg/mt with colour anodized

alluminium frame for ventilation

with 5 mm thick frosted glass as

details etc complete for Ventilation

Providing and fixing standared

extruded of alluminium section of

size 63.50 x 38.10 x 1.95 mm @ Wt

1.094Kg / Rmt with colour anodized

alluminium frame with 5 mm thick

transparent bronze colour tinted

float glass with colour anodized

alluminium frame for ventilation

with 5 mm thick frosted glass as

details etc complete for.window

Providing and fixing ISI marked

mm thick flush door shutters

conforming to IS : 2202 (Part I)

decorative type, core of block board

construction with frame of 1st class

hard wood and well matched teak

ply veneering with vertical grains or

cross bands and face veneers on both

faces of shutters with 1.00 mm

thick Decorative Laminated Sheet

on both faces of shutters including

ISI marked Stainless Steel butt

hinges, bright /matt finished

mm Stainless Steel handles of

approved quality & make, ISI

marked oxidised M.S. door latches of

Size 300x20x6 mm conforming to

IS:5930 with necessary screws etc.

complete asper direction of Engg.

Flush shutter with both side

Providing and fixing 35 mm thick

shutters for Doors, windows and

clerestory windows including Indian

teak wood frames 10 cm x 7 cm. size

167 including anodized alluminium

fixtures and fastenings including

primer coat of approved quality and

two coats of oil painting etc,

(A) Fully glazed 5.00 4595.06 Smt.

(B) Fully panelled 5.00 5285.45 Smt.

(C )Partlypanelled and partly glazed 5.00 4940.25 Smt.

Providing and fixing 35 mm thick

shutters for Doors, windows and

clerestory windows including Indian

teak wood frames 12 cm x 7 cm. size

including black enamelled iron

oxidized fixtures and fastenings

including primer coat of approved

quality and two coats of oil painting

a (A) Fully glazed 5.00 4506.62 Smt.

b (B) Fully panelled 5.00 5478.89 Smt.

c (C )Partlypanelled and partly glazed 5.00 5133.69 Smt.

Providing and fixing FRP frame size

125x65 mm and 35mm thick FRP

shutter with wood grain raised

panneled design finish shutter

having extra reinforcement on sides

& edges in Gel coat finish. The core of

the shutter & frame is to be filed up

with injected polyurethene foam

169 done in situ alongwith embedded 1.50 1999.98 Smt.

wooden pieces for stiffening & also

taking hinges &fintures. The whole

FRP frame & shutter is to be water

proof weather proof, termite proof &

resistance to mild acid/alkali. Rates

are to be inclusive of S.S hinges with

fastener sleeve&alluminium fixtures

Making connection of galvanised

Mild steel distribution branch with

galvanised mild steel main 50mm to

170 80mm nominal bore by providing 2.00 600.08 Each

and fixing tee including cutting and

threading the pipes

Providing throating or plaster drip

and moulding to R.C.C. Chhajja.

Providing cement vata (10cm. x

cm. size) quarter round in cement

mortar 1:1 including neat cement

finishing, watering etc. complete.

Carring out plinth treatment to post

construction / existing structure by

spraying chemical solution for

termite control treatment including

labour and material consistment

173 with I.S.I specification. Using 50.00 104.90 Smt.

Chlordene and Chiorpurfiles 20 EC.

As Per 6131_paret-II Consentration

Weight one percent is recommended

i.e one litre 20 EC chemical emulsion

with 19 liter give 1 % concrentration

inclusive of one litre chemical

emulsion appication at the rate of

Litre chemical / Sqm of surface is

recommended as per I.S

Carrying out timber treatment to all

wood work including drilling holes

and spraying oil based chemical

solution on surface of timber work

for termite control including labor

and material etc. complete. Using

Chlorpyriphos20 EC as per

2013 Part III (1% concentration by

174 mass) is recommended one litre 100.00 54.98 Smt.

chemical emulsion diluted with

liters of kerosene. Total diluted

concentration will be 20 liters

inclusive of 1 liter chemical emulsion

application in drilled holes and0.75 /

Litre chemical per one Sqmt two

coat on wood surface not protected

by paint or varnish.

Applying general insecticide pest

control treatment to floors,

cupboards etc including labour

materials etc. complete. Using

Imidacloprid 30.5 SCas Per IS

175 part -II( (0.075% concentration by 100.00 88.40 Smt.

mass) is recommended 10.5ml

chemical diluted with 5 liters of

water application 0.5 litre chemical

/Sqm of surface is recommended as

Providing and Laying of Rubber

Moulded Paver Block

Grey/Coloured60 mm thick, M-35

Grade of any size ; shape (Usually

Uni-Paver Blocks) using black trap

good quality aggragate of 20 mm

nominal size for footpath, parking

areas, service lanes and other

areas as mentioned in the

drawing/instruction of engineer in

charge. Cost includes formworks

using rubber mould, Rate providing

and laying paver blocks as per

required grading and specification.

The paver block shall be

mechanically compacted. The

workof paving blocks shall be

executed in line and level by skill

mason of flooring work only. It

should be laid in such a way that the

no cutting of the paver block to be

necessary. if cutting of paver block

necessary then it should be cut by

machine only and carting. The

finished surface of the paver block

shall have resonably good, plain

finished. Paver blocks shall be

compacted and shall be relaid if

necessary. Gravel or such type of

materials shall not be allowed for

production. Laying on 5cms thick

sand beddding. (AMC SOR )

Supplying and fixing of 300 mm-L x

150 mm-B x 380 mm-H Kerb block

for Footpath in M-20 grade using

mm nominal size black trap

aggregate of Sevaliya/Timba or

equivalentquality for pre-cast

blocks, reasonablyexposed finish/

formwork ,mould withwell

equippedwith vibratorysystem

forkerb stonesof approveddesign

includingcuring, etc.complete,

including the cost offormwork etc.

complete. The rateshall alsoinclude

necessarycutting ofasphalt,

fixingthe Kerbstones inline

andlevel on5 cmthick sand bedding

with necessary equipmentsand

materials. The rate shall also

include the flush pointing in CM (1:3)

for all joints of the kerbstones.

Filling ofzari alonethe sidesof

thekerb stone fixed with

Bituminous concrete Bituminous

concrete / C.C. mixed inproper

positionto flush with the road

surface as directed by Engineer in

change to form a portable mixture. a)

Laying on 5 cm thick Sand Bedding

Providing andFixing MURALmade

outof 2mm thicks.s. plate grade

304, including making necessary

design asper Architect dwg.

Through laser cutting including

connection to the

R.C.C./Masonary with necessary

frame,anchorfastnuts,M.S.Plate etc.

complete as per direction of Engg.

Providing and Fixing Sinage -

internal and external signage boards

179 with Vinyle Text on ACP sheet / 2 500.00 11.07 Smt.

mm th. S.S. Plate etc. complete as per

direction of Engg. incharge.

1.0 INTERNAL WIRING

Point wiring for Light / Bell with

2-1.5 sq.mm & earth wire of

sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC

insulated multi strand copper wires

up to 10 mtr length , in below

type of pipe erected with 6A

Modular type switch / bell push &

1.1 accessories and earth continuity

of following type, erected on PVC /

Metallic/Wooden box, single

mounting base frame covered

with textured/metallic/white front

plate modules erected on / in wall /

ceiling as per pipe erected, with

necessary Lamp holder/ceiling rose

/ H.D.Connector as directed.

(a) with medium class Rigid

PVC pipe and accessories erected 50.00 420 Pt

flushed on wall/ceiling complete

Point wiring for FAN with 2-1.5

sq.mm & earth wire of 1.5 sq.mm

(Green) both are of .ISI marked

1.1 KV Grade FRLS PVC insulated

multi strand copper wires up to

mtr length, in below type of pipe

erected with 6A Modular type switch

and hum free EME four or more

step type electronic fan regulator

1.2 with separately mounted and

accessories with earth continuity

of following type erected on

PVC / Metallic/Wooden box, single

mounting base frame covered with

textured/metallic/white front

plate modules erected on / in wall

/ ceiling as per pipe erected. with

necessary ceiling rose /

H.D.Connector as directed.

(a) with medium class Rigid

PVC pipe and accessories erected 10.00 600 Pt

flushed on wall/ceiling complete

Point wiringfor secondarylight

pointwith 2-1.5 sq.mm & earth

wire of 1.5 sq.mm (green) both are of

ISI marked1.1 KVgrade FRLSPVC

insulated multi strand copperwires,

inbelow type of pipe to be

erected complete with earth

1.3 continuity and necessary connection

with primary light with accessories

erected on Metal /PVC /wooden

boxcovered with3 mmthick

PC(Polycarbonate) /Acrylic sheetfor

open / concealed wiring. with

necessary Lamp holder / ceiling

rose / H.D.Connector as directed.

Note:-Maximum up to

mtrslength, excess will be

considered as Mains for

Secondary Point.

(a) with medium class Rigid PVC

pipe and accessories erected 35.00 120 Pt

flushed on wall/ceiling complete

Point wiring for Individual Plug

with & earth wire of

1.5 sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC

insulated multi strand copper wires

up to 10 mtr length, in below

1.4 type of pipe erected complete with

Modular type switch & 5 pin Plug

erected on PVC / Metallic/Wooden

box covered with appropriate front

plate modules erected on / in wall /

ceiling as per pipe erected with

following type of accessories.

[I] For 6A Plug and 6 a switch with

1.4.1 2-1.5 sq.mm Cu. Wire from nearby 15.00 445 Pt

switchboard/mcbdb board

(a) with medium class Rigid

PVC pipe and accessories erected

flushed on wall/ceiling complete

[II] For 16A Plug and

1.4.2 ampswitch with 2-2.5 sq.mm Cu. 30.00 670 Pt

Wire from mcbdb board.

(a) with medium class Rigid

PVC pipe and accessories erected

flushed on wall/ceiling complete

[III] For 16A Plug and

ampswitch with 2-4 sq.mm Cu.

Wire with 2.5 sq.mm ( green)

earthing wire from mcb d b board.

(a) with medium class Rigid

PVC pipe and accessories erected

flushed on wall/ceiling complete

Point wiring for on board Looped

Plug with 6A Modular type switch &

5 pin socket erected on PVC /

Metallic/Wooden box, single

mounting base frame covered with

textured / metallic/white front plate

modules erected on / in wall / ceiling

with following type accessories

Providing following type of Modular

Type Accessories mounted withPVC

/ metallic/Wooden box, single

mounting base frame covered

1.6 with textured / metallic/white

frontplate ,modules erected with

necessary connectionsas persite

situation directed

by Engineer In charge.

1.6.1 (1)One No. SP 6 Amp. 350.00 150 Each

1.6.2 (2) One No 5 pin plug 0.00 150 Each

1.6.3 (7) Blank Plate Single 50.00 25 Each

1.6.4 (9) 16 Amp. SP one way switch 0.00 180 Each

1.6.5 (10) 6/16Amp. Universal socket 0.00 5200 Each

Singlepole Modular MCB Switch

(21) Foot Lightas percolour

requirement with concealed

box, modular accessories,

acrylic glass coverwith suitable

LED 2-9 wattwith all accessories

as per following module

1.6.8 (a) equal of four modules 50.00 500 Each

(23) USB Charger with output of 5 V

1.6.9 DC,2.1 A with inbuilt surge 10.00 684 Each

protection .cat-III

Providing and erecting ISI mark

Medium class RIGID PVC PIPES of

following size complete to be erected

on/in wallor ceilingerected

1.7 withnecessary PVC fittings &

Junction boxes fixed with adhesive

solution & Clampswith followingdia

ofpipes, in approved manner as

Providing & erecting PVC

Corrugated Flexible Conduit with

1.8 required nos. of coupling, PVC

bushes, Check-nuts etc. complete of

following sizes.

Providing anderecting Mainswith

1.1KV gradeFRLS PVCinsulated

ISImarked stranded Copper

conductor wire in following type of

pipe to be erected concealed in

1.9 /flushed on wall/ceiling, with1.5

sq. mm copper conductor

FRLS PVC insulated stranded

wireof greencolour forearth

of following size

(A) with medium class Rigid

1.9.3 (f) 4 wire 2.5 sq. mm 5.00 125 Mtr

providing anderecting Mainswith

1.1KV gradeFRLS PVCinsulated

ISImarked stranded Copper

conductor wire in following type of

pipe to be erected in / on wall /

ceiling with 2.5 sq. mm copper

conductor FRLSPVC

insulatedstranded wire of green

colour for earth continuity of

(A) with medium class Rigid

PVC pipe and accessories

(a) 2 wire 4 sq. mm 5.00 110 Mtr

providing and erecting Mains with

ISI marked, 1.5KV grade

electrolytemulti stranded, annealed

copper conductor with heat resistant

PVC insulated conforms to IS694,

IEC- 227erected inexisting pipe of

following size (Specifically for

control panel, relays, power

switchgears, motor starters &

control wiring) withrequired

sizeof copperlugs, nuts and

bolts if required.

1.11.1 (c) One wire 2.50 sq. mm 5.00 25 Mtr

1.11.2 (d) One wire 4.00 sq. mm 15.00 35 Mtr

Supplying and erecting Flexible

PVCinsulated multi strand multicore

1.12 1.1kv gradeISI markedcopper

wires of following size to be erected

e) 1.50 Sq.mm 3 core round PVC

h) 2.50 Sq.mm 3 core round PVC

2.0 MCBDBs & MCBs

providing anderecting

Miniaturecircuit breaker single

pole 6A to 25A suitable to operate

on 240 V A.C. system and having

breaking capacity 10 KA to be

erected in existing box. confirming to

Providing &erecting 240 V MCB

double pole switch formotor

&inductive load (C Curve) having

10KA breakingcapacity &confirms

toIS : 8828 in existing box having

following capacity

(A) 6 to 32 Amp. 5 305 Each

Sheets steel powder coated

2.3 enclosure suitable for incorporating 5 165 Each

One/Two nos. MCB.

Providing anderecting SheetSteel

powder coated MCB

distributionboard -flush /surface

mounted fitted with busbar, neutral

link, earth bar and DIN rail, Conforms

without MCB tohouse appropriate

nos. of MCBs.(The DBs should be

used of same company of MCB to be

(A) single phaseincoming

andhorizontal single phase

(b) sheet steel double door (IP-43)

2.4.1 (i)4 way 5 594 Each

2.4.2 (iii)8 way 5 1089 Each

providing and erecting Approved

make ELCBs / RCCBs conforming

to IS: 12640 and having

sensitivity of 30 mA and Short

Circuit withstand capacity of 10 KA

and suitable for operation on single

phase 240 V,50Hz. having

characteristicof quickaction

&tripping withall advancefeature

&do notincorporate anyelectronic

component. for following

Max. rating erected as directed

(ii) 40Amps. DP 5 2610 Each

Providing and erecting metallic

vitrified danger notice board as

per language suggested by engineer

incharge forMEDIUM

VOLTAGEinstallation to be

erected as per IS-2551.

SUB - TOTAL OF MCBDBs. & MCBs

Follow IS code :3043 is the

guideline for the earthing

Providing and erecting required

size HOT deep Galvanised

3.1 ironstrip forearthing ofH.T. , OCB/ 5 90 Kg.

ACB/ Transformer LT panel board,

Motors etc. using proper clamp.

Providing and erectingAnnealed

bare Copper wire 8 to 16 SWG.

Providing anderecting HOTdeep

3.3 Galvanised iron strip wire 8 to 16 5 90 Kg.

Supplying & erecting earth pit of

minimum bore dia.150mm size

approved make Earthing Electrode

consisting Pipe-in-Pipe

Technology as per IS 3043-1987

made of corrosion free hot

dipped G.I.Pipes having Outer pipe

dia of 50mm having 80-200 Micron

galvanising, Inner pipe dia of

mm having 200-250 Micron

galvanising, connection terminal

dia of 12mm with constant

ohmic value surrounded by highly

conductive compound with high

charge dissipation suitable for

following type of applications

with chamber and heavy

duty cover.(approved make OEM

has to submit test certificate) &

having back filling compound of

(B) Inner chemical (CCM

Compound)- Resistivity:- 0.2 W/

meter testing as per IEC 62561-2017,

Voltage drop:-< 1 volt at no load &

dry form, Sulphar content:-<2%(C)

Back fill Compound :- Earthing

compound should be capable to

retain moisture for long time

Necessary test report must be

(a) For Electrical Installation up to

440V in normal soil Length of

pipe - 1 Mtr Back filling

compound - 1 Nos Bag of 15 Kg.

SUB - TOTAL OF Earthing

4.0 Light Fixtures & Fans

Supply ,Installation, testingand

commissioning of pre-wired, LED

fitting/post topluminaries etcof

alltypes, completewith

allaccessories andtube etc. directly

on ceiling/ wall, including

connection with 1.5 sq. mm FRLS

PVC insulated, flexible, copper

conductor, single core cable with

flexible conduits and coupler

andearthing etc.as required.

Note:- The LED Light fixtures

should comply all international

standards third party ( LM 79 for

complete fixture, LM

forindividual LED ). The

Manufacturer / Channel Partner

of the Manufacturer has to

submit 4- Yearsunconditional

free Replacement Guarantee for

complete fixture.

Supplying and erecting LED

indoor fittings with LEDs of

wattage 0.2 Watt to 0.5 Watt

assembled on single MCPCB, with

housingused asa heat sink shall be

made of thick sheet Steel conforming

to IS: 513/CRCA/aluminium

pressure die cast powder coated

andhigh U.V.& corrosion resistance

with diffuser housed in

aluminium casted body with

4.1 company mark/name 120 to

V,Power Factor more than 0.9, THD

Luminaire efficacy>85

lumens/watt ,LED efficiency

LED driverefficiency >85 %, CREE/

OSRAM / PHILIPS Lumileds /

NICHIA / SEOUL/Bridgelux make

LED used for luminaire. ( fitting

required LM-79 & LM-80

Certificates)(NOTE: Below

description have shownranges

ofWattage capacityof

LEDfittings.The Engineer

inchargemay select any wattage

capacity between the ranges

(D) LED Panel Light with provision

for Plane front

frame with translucent cover fixed

to housing complete.IP20

(b) 10 watts, 4" x 4" or circular

(C) Square/ Circular shaped

Surface/Recessed Mount

4.1.2 Downlight with provision for

spring loaded mounting clips

4.1.3 (b) 11-15 watts, Surge-2 KV 50 676 No.

(G) Spot Light 425 Lumens, Surge-

(a) 3 to 7 Watts 5 1300 No.

(I) Mirror Light 9 Watts, wall

mounted minimum 1 feet long

providing and erecting PVC body

surface or pendent mounting LED

Bulk type 9 watt Lighting Fitting

with electronic driver. And

lumenoutput from luminaire 720lm

,input voltagerange 90-300VAC

50Hz coolwhite(3000 to 6500k),

inbuilt driver, -20degC to

+60degC workingtemperature,

ALframe with Beam Angle 120deg

Supply and erecting Wall recessed

step light 6W LED , IP-65

Luminaire made of pressure die-

cast aluminium alloy with non

corrosive SS Fastners, Nonyellowing

4.3 translucentpolycarbonate /acrylic 10 2225 No.

diffuser, Indusrialplastic installation

housing for preparingthe

recessopening inthe wall/ stairs,

integral powersupply, CE -

confirmity mark, as per approved

by EIC or consultant.

SITC of Any Kind of Light Fixture

4.4 type - A (With Basic Rate of Rs. 5 5610 No.

Providing &erecting Approvedmake

Ceiling Fan with double ball

bearing with Condenser 230 volt

A.C.50 Hz. 900 mm sweep

complete having 3 Aluminium

blades, canopy erected complete. [

Make shall be approved by Engineer

Supplying & erecting approved

make low noise decorative exhaust

4.6 fan having size 200mm with 1350 5 1990 No.

RPM with square frame ABS body

with inbuilt lowers & square frame.

Supplying & erectingfan hook box

of 10 mm M.S.round barbounded

tothe RCCbars upto 50mm length

4.7 eachside andpierced through a 16 3 125 No.

Gauge M.S. box /Heavy DutyPVC

boxcomplete erected concealed in

Ceiling with necessary finishing.

Providing 2.5mm.thick laminated

4.8 acrylic sheet to cover the fan hook or 3 20 No.

Supplying anderecting 19/

mm. nominal boreMedium Class

M.S. Pipe downrod erected duly

painted for fan complete with

proper insulation without

leakage and earthing.

5.0 EXTERNAL LIGHTING

Supply ,Installation, testingand

commissioning of pre-wired,

LEDfitting /post topluminaries

etcof alltypesof external lights,

complete with all accessories and

tube etc. directly on pole / pole

bracket , including connection with

1.5 / 2.5 sq. mm FRLS PVC

insulated,3 coreflexible,

copperconductor, with flexible

conduitsand couplerand earthing

etc. as required.

Supplying and erecting LED street

light / Flood light fittings with

High power White LEDs wattage

of 1Watt and above assembled

on single MCPCB, efficiency more

than 130 lm/w and corrosion free

High pressure die cast aluminum

housing with smooth finish

powder coated and heat sink

extruded aluminium with diffuser

and Polycarbonate optics/ lenses

with company mark/name

engraved or embossed 120 to

V,Power Factor more than 0.95,

THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45,

Luminaire efficacy>100

lumens/watt . LED driverefficiency

>85 %.CREE /OSRAM /PHILIPS

Lumileds/ NICHIA/ SEOUL/

BridgeLux (U.S.A.) make LEDused

for luminaire. ( fittings required

certificates)(NOTE: Below

description have shown

ranges of Wattage capacity

ofLED fittings.The

Engineerinchargemay selectany

wattagecapacity between the

(A) Street Light (IP-65), Surge

protection -4KV integral and 10 kv

non integral ,Light must have

440VAC line supply protection. It

should withstand 48 hours for

440VAC line supply.

5.1.1 (c) above 24 to 36 watts 1 3510 No.

(B) Flood Light (IP-65), Surge -

4KV,Light must have 440VAC line

supply protection. It should

withstand 48 hours for 440VAC

5.1.2 (c) Above 60 watts to 90 watts 1 9800 No.

(C) Post TopLantern LEDfitting

comprises of Copper dust finish

cast aluminum spigot and spun

aluminum canopy fixed with

opal polycarbonate, pipe

arrangement for vertical

mounting driver and

accessories wired upto terminal

Supplying & erecting Galvanized

M.S pipe post “B” class 88.9 mm

O.D 4 mtr. Long dulypainted

withtwo coats of aluminium paint

complete with metallic base plateof

300mm x300 mmx 4mm thick for

using asa compound light pole with

approx. weight 32 Kg.

Supply of approved make FRP Pole

having following specifications: FRP

Light Pole made by CNC filament

winding machineor Filamentcasting

process using thermoset resin

polyester/epoxy resin system)

having minimum 62% glass

content. The poleshould be in one

piece and tapered round in shape,

having smooth finish and should be

totally free from corrosion as well as

nonconductive&shock proofPole

should be provided withFRP

AnchorBase andit should be heavy

duty, orMS Materialduly

paintedwith Epoxy paint.

Pole should be flame retardant as per

IS 6746. Resin used shall be UV

resistance and pigmented. A highly

weather resistant polyurethane

coating shall be applied tothe

poleafter applyingsuitable

primersystem thatensures

properadhesion ofthe paint.

Minimum coating thickness shall be

80 to 100 micron. Deflection of the

pole shall not exceed more than 10%

of the length of pole for the given

load“ Pole should be generally

made as per the dimensional

data, performance criteria and

some interchangeability features

ofpoles asper standardANSI C

136.20 latest versionor ASTMD

4923/01 including cable

termination box with necessary

accessories . The size of pole and

type of installation with foundation

as per manufacturer detailsand

siterequirement areas below .

(1) Suitable forbase

platemounting single arm

[D] Overalllength of4 Mtr.

Average Thickness: 7mm. Top/

Bottom OD Dia A/F 89/145 mm ±

2mm approx. Approx. Weight of Pole

19 kg approx. (Without Base) Anchor

Base (Size 250X250 & 12mm th.)

Providing FRP armbracket

ofhaving 2sets ofsuitable SS304

5.4 hardwarefor fixingthe brackets&

spread of 1.2 Mtr(Suitable for 89 to

114 mm pole top dia)

(a) Single arm bracket 1 2980 No.

Providing 1:2:4 cement concrete

foundation& 70 % PCC from

bottom including excavation for the

pole of size 45 x 45 x 100 cm. Deep in

below ground level with plinth of

cm x 45 cm (or 45 cm dia x 45 cm)

high upperground levelwith

necessarycuring and finishing in

approved manner. ( for 4 & 6 mtr

Providing anderecting streetlight

pole bracket comprising main B

Class MS pipe of 4.2 cm/require

outside dia.complete withsuitable

BClass M.S.sleeve tubingof

approx.45cms.length and suitable

for 76.5mm / 80mm. / requiresize

poletop having sufficient fasteners

5.6 for fixing the brackets and having

spread of1 mtr. length with suitable

rise as per site condition &suitable

weldedstiffener reducer and nipple

with check nut complete painted

with one coat of Redoxide /PU

baseprimer andtwo coats of

Aluminium /PU paint. paint

withfollowing nos of arms.

[A] Single Arm bracket 1 Mtr 1 655 No.

B' classgalvanised ironpipe 32mm

outsidedia 45cms longduly

weldedon 20cms x20 cms x

mmthick M.S.base plate, erectedon

wallor corner for mounting street

light luminaire with necessary

hardware materials duly painted.

Supplying & erecting sintex

make SMC press moulded

composite FRP. loop-in, loop-out

approx. 2mm thick box complete

with bakelite connector strip 4way

5.8 &hinged doorshaving locking 10 510 No.

arrangements with mounting

clamp with nuts, bolts &

washers suitable forerection onwall

Providing and erecting

XLPE(IS:7098)(I)-88 ISI

armoured cable multistrand /

Solid Copper conductor for1.1

KV. to be laid on wall with

necessary clamps or in existing

trench / pipe at road crossing or

floor offollowing size of cables.

(A) 4 core 2.5 Sq. mm 5 286 Mtr

Providing &laying approved make

Double walled corrugated

polyethylene(conforming to IS

14930 II )with necessary

connecting accessories ofsame

materialat requireddepth inexisting

trenchfor laying of cable. below

ground/ roadsurface for enclosing

(A)50 mm outer dia 15 93 Mtr

Providing and, fixingheavy duty

flange type brass cable gland

with rubber ring for PVC

insulated armoured cable complete

with out going tails, insulating

tape etc for following size of cables.

(a) 2 to 4 core 2.5 / 4 Sq. mm 10 35 Each

Supplying following size of Light

5.12 duty “A” Class G.I . Pipe & erecting

as directed by Engineer-in-charge.

(A) 25 mm dia 5 200 Mtr

Supplying & erecting approved

make Automatic liquid

6.1 levelcontroller 6A. with 5 2500 Job

sensortesting as per instruction of

Engineer in charge on site complete

with wiring connection with

existing wires , with copper

conductor from pump to upper and

Supplying and erecting Flexible

PVC insulated multistrand

6.2 multicore 1.1 kv grade ISI marked

copper wires of following size to be

erected as directed.

e) 1.50 Sq.mm 3 core round PVC

Providing and erecting ISI mark

Medium class RIGID PVC PIPES of

following size complete to be erected

on/in wallor ceilingerected

6.3 withnecessary PVC fittings &

Junction boxes fixed with adhesive

solution & Clampswith followingdia

ofpipes, in approved

manner as directed .

(a) 20 mm 150 23 Mtr

Providing & erectingwater cooler

having storage capacity 150 Ltr. &

cooling capacity 150 Ltr.per hour @

an ambient temp of 45˚ C. The outlet

temp. of the water shoulddrop by

15˚C withina hour, The water

cooler shouldbe comprisingof

hermetically sealed compressor,

fanmotor, condensingunit, water

tank surrounded byevaporating,

coil, thermostats, relayetc.complete

with necessary inlet & outlet

connection. The body of water cooler

will be made from Stainless Steel.

Supplying & erecting 5 stage single

reverse osmosis water

purificationsystem with M.S.

powder coated frame, prefilter

housing with 'O' ring presediment

filter GAC filter, carbonfilter

suitablebuster DC pump capacity

80psi, mentionwith 40 psi inline

type post carbon filterauto low&

highpressure switches with

following sizeof storagetank &LPH

capacity&erected asdirected

withone year comprehensive

maintenance guarantee.

[B] 25 Ltr / Hr with 30 Ltr. S.S.

Providing &erecting openwell

horizontal mono block pumpset

6.6 withcast ironbody, complete for

three phase submersible motor

(B) 1 H.P.single phaseopen

wellmotor pump set suitable

for185 LPMdischarge @25 mtr. 5 8570 No.

head, suitable for32 mm dia.

Delivery pipewith control panel.

Supply, installation ,Testing

andcommissioning ofHand

Dryerhaving SS304 housing,

wallmounted , infrared automatic

operation,Hand dry time : 7-12sec,

Auto cut-off time 60secs, Brush AC

6.7 type motor with 22000 RPM, Supply 5 18845 No.

voltage 220V/50Hz, Rated power

400W-950W, Switch: Ht&cold

operation, Protectionclass IPX1

andAir speedis 85m/s with 3-

Years warranty against any

manufacturing defect.

Supply, installation ,Testing and

commissining of coin based

sanitarypad dispensingunit having

following specificatins:-

Napkin loadingon spiral,

selectingbutton for size, single

acceptor,wallmountable,Automaticdi

spensing ofthe napkin,automatic

ondisplay,dispensingcapacity 75to

100napkins,IoT - enable

featureensures that real-time and

detailed reporting isavailable

nlineregarding thenumber of

dispensed sanitary pads and amount

Supply, installation ,Testing and

commissining of sanitary napkin

incinerator having following

specificatins:-

Powder coated steel body,

operates on electricity,burns150

to200 napkinsper day, can

beprogrammed for

cycles/day,burnsnapkins

cmpletelyproducing nlyless than

1gm ofash pernapkin,Ashcollection

tray,automatic temp.controller,aut

power off, autthermal cut-off

forsafety, ceramic insulation for

excellent thermal protection, wall

Charges fordoing liasioningwork

forobtaining thenecessary

clearancesfrom theElectrical

inspector / competent Authorities

for the total Electrical

installation, Elevator

Inspection,co-ordinating with

various agencies. All

necessary drawings, calculations,

test certificates, etc. as required by

these authorities shallbe

preparedand furnishedby the EPC

modification/rectification as

required bythese authoritiesshall

becarried out by theEPCVendor at

free of cost. The feesrequired tobe

paidto theseauthorities

forinspection shall be borne by

Owner on production of

7.00 FIRE EXTINGUISHER

Supplying & erecting D.C.P. type fire

extinguisher for following

capacitycartridge typewith

gunmetal cap150 gramCO2

gascartridge, powderand brackets

confirming to IS 2171 1985 and

complete erected with necessary

clampsmade from50 x6 mmM S

Flat with nuts and bolts grouted in

wall complete. [A] For 5 Kg Capacity

Supplying & erecting carbon

dioxide (CO2) fire extinguisher

7.2 user of following capacity with 5 7700 No.

necessary clamps madefrom 50x

6mm M.S.Flat withnut & bolts

grouted in wall complete. [A]

For 4.5 Kg Capacity

Supplying &erecting ABCpowder

type 'Ceasefire' type

7.3 Fireextinguisher asper IS13849 or1 5 990 No.

Kg capacity with necessary clamp for

erection on wall

Seal and Signature of the Bidder Addl.City Engineer

Special Condition For Tenderers

• Scope includes Complete Demolition of Super Structure & Sub Structure up

to Foundation Level of Existing old Building of Demolition /Renovation

/upgradion of exiting Community Toilet/Pay & Use/ Urinal Amraiwadi Road Store

in Amraiwadi ward Of East Zone.(A.R.C)& Then Disposal of Serviceable & Un

Serviceable Material including Cleaning & Levelling of Entire Plot.The Total

Project Includes Demolition of Existing Units and Site Clearance. The Total

Responsibility and Liability of This Demolition Works Including Site

Clearance Shall Be of The Contractor.This Demolition and Debris Removal

Includes all Hidden Foundation of Existing Buildings &also at Locations

Where Foundation ofProposed Building to be Carried out.

• Bidders Has to Visit Site with representative of A.M.C. Before Quoting

Amount in Tender. For Existing Building, Contractor will not Get Any

Payment For Dismantling, Demolition, Carting The Debris And/ or Any

Expenses Incurred For Site Clearance.

• Bidders shall have to Pay Premium Amount to A.M.C. For Disposal of

Serviceable Goods Like Old Reinforcement, Old Wooden Doors/Windows,

Iron Work, Copper/Alu. Wiring, Bricks etc. Which shall be Quoted in Part-A

of Financial Bid.

• For Consideration of Lowest Eligible Bidders , Premium Amount as

Mentioned Above i.e. Part-A ,Quoted by the Bidders shall be Deducted From

e-Tender Amount For Construction Work i.e. Part-B , Quoted by the

• The Lowest Eligible Bidder shall have to Deposit Premium Amount for the

Serviceable Goods at the Time of Submission of Security Deposit.

Signature of contractor Additional City Engineer (EAST ZONE)

Seal Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT- EAST ZONE

Name of Work: Demolition /Renovation /upgradion of exiting Community Toilet/Pay & Use/

Urinal Amraiwadi Road Store in Amraiwadi ward Of East Zone.(A.R.C)

FINANCIAL BID (Online Only)

Sr.No. Description Amount

1 Amount For Civil Work Rs.1,00,00,000.00

Total Rs.1,00,00,000.00

I/We am/are willing to carry out work at ______% above / below (should be written in figures and words)

the estimated cost mentioned above.

Estimated cost put to tender: Rs.1,00,00,000.00 Estimated cost put to tender :Rs.1,00,00,000.00

Add_____% above : Rs ___________ Deduct_____% below : Rs __________

In words : Rupees _______________________ In words : Rupees_____________________

Net Tender Amount For Consideration of Lowest Eligible Bidders

Sr.No. Description Amount

1 Net Amount For Cost of Civil, Work i.e. Part-A Rs.

2 Quoted Premium Amount Payable to A.M.C. i.e. Part-A Rs.

3 Net Tender Amount i.e. Part-A Rs.

Net Tender Amount in Words Rupees :

Signature of contractor Additional City Engineer (E.Z. )

Seal Ahmedabad Municipal Corporation