Construction of Bar Room and Recreation Room at Chhotaudepur Ta. & Dist. Chhotaudepur

No figures

1 Excavation for foundation upto 1.5 m depth including sorting 802.00 Cumt 125.86

out and stacking of useful materials and disposing off the

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

2 Excavation for foundation for depth from 1.5 m to 3.0 m 325.00 Cumt 174.56

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

3 Filling in foundation and plinth with sand in layers of 20 cm. 140.00 Cumt 489.28

Thickness including watering ramming and consolidating etc.

4 Filling available excavated Earth (Excluding Rock) in trench 427.00 Cumt 137.47

plinth side of foundation . in layer not excluding 20 cm in depth

consolidation each deposited layer by ramming and watering

etc. complete

layer of 20 cm in thickness including ramming watering and

consolidating etc. complete

6 Anti Termite System 586.00 Sqmt 134.33

P/L of Permenent piping technology Anti Termite treatment

before flooring work by installing LLDP (Low linear density

Polyethylene) tube of 8 mm O.D.& 6.4 mm I.D.With in Built

Pressure Compenstaion chif every 30 cm interval in the tube,

having working pressure of 2 kg/cm 2 and realese rate of

ltr/Hour fixed by P-Clip and nails . The LLDP pipe shall be

installed at the entire periphery of the building and at internal

network of building depth of 20 to 200 mm under floor every

to 3 mtr.c/c distance (adjustble as per building layout ) & Ends

of loop pass through a PVC Elbow of minmum 32 mm ID at

junction box of wall and floor level, entring into a steel

reinforcmed grooved flexible pipe mini.22 mm LD leading into

junction box and during injecting chemicls for termite control

tretment. The anti-termite chemical Lmidcloprid 30.5% SC Mix

as per IS 6313(part-III) shall be injected by the pressure pump

diluted with water @ 10.5 ml/5ltr of water at the rate of

kg/sq,cm.@ 5 ltr /Smt .the contractor shall submit approved

line plan for piping system and junction boxes dully approved

By Engineer -in-charge with bond of 5 Years warnty .

7 Providing and laying cement concrete 1:3:6 (1-Cement : 3- 25.00 Cumt 3106.67

coarse sand : 6- machine cut stone aggregates 40 mm nominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

Item Rate In

Description of Item Quantity Unit Amount

No figures

8 Providing and laying controlled cement concrete M150 for 95.00 Cumt 4127.06

curing complete including cost of formwork but excluding the

cost of reinforcement for reinforced concrete work in (A)

Foundations, footings,Base of columns, Plinth Slab and Mass

9 Providing and laying controlled cement concrete M250 and 131.00 Cumt 4554.19

curing complete including the cost of formwork and excluding

reinforcement for reinforced concrete work in (A) Foundations,

footings and Mass concrete.

10 Providing and laying controlled cement concrete M250 and 18.00 Cumt 7388.45

curing complete including the cost of form work but excluding

the cost of reinforcement for reinforced concrete work in

Columns, pillars posts and struts Column Up to Plinth Level

11 Providing and laying controlled cement concrete M200 and 50.00 Cumt 7316.34

curing complete including the cost of form work but excluding

the cost of reinforcement for reinforced concrete work in

Columns, pillars posts and struts Floor Two Level

12 Providing and laying controlled cement concrete M200 and 23.00 Cumt 7356.75

curing complete including the cost of form work but excluding

the cost of reinforcement for reinforced concrete work in

Columns, pillars posts and struts Second Floor

13 Providing and laying controlled cement concrete M200 and 23.00 Cumt 7397.16

curing complete including the cost of form work but excluding

the cost of reinforcement for reinforced concrete work in

Columns, pillars posts and struts Third Floor

14 Providing and laying controlled cement concrete M200 and 15.00 Cumt 7437.58

curing complete including the cost of form work but excluding

the cost of reinforcement for reinforced concrete work in

Columns, pillars posts and struts Fourth Floor

15 Providing and laying controlled cement concrete M250 and 69.00 Cumt 6220.79

curing complete including the cost of form work but excluding

the cost of reinforcement for reinforced concrete work in

Ground & Plinth BEAMS

16 Providing and laying controlled cement concrete M150 and 103.00 Cumt 5276.54

curing complete including the cost of formwork and excluding

reinforcement for reinforced concrete work in (C) Plinth Slabs

17 Providing and laying controlled cement concrete M200 and 170.00 Cumt 6158.89

curing complete including the cost of formwork and excluding

reinforcement for reinforced concrete work in (C) Floor Two

Level Beams

18 Providing and laying controlled cement concrete M200 and 84.00 Cumt 6199.30

curing complete including the cost of formwork and excluding

reinforcement for reinforced concrete work in (C) Second Floor

Item Rate In

Description of Item Quantity Unit Amount

No figures

19 Providing and laying controlled cement concrete M200 and 84.00 Cumt 6239.71

curing complete including the cost of formwork and excluding

reinforcement for reinforced concrete work in (C) Third Floor

20 Providing and laying controlled cement concrete M200 and 12.00 Cumt 6280.12

curing complete including the cost of formwork and excluding

reinforcement for reinforced concrete work in (C) Fourth Floor

21 Providing and laying controlled cement concrete M200 and 3.20 Cumt 6350.99

curing etc. complete including the cost of form work and

reinforcement for reinforced concrete work in (C) Chhajja/Loft

for Floor Two Level

22 Providing and laying controlled cement concrete M200 and 2.60 Cumt 6391.40

curing etc. complete including the cost of form work and

reinforcement for reinforced concrete work in (C) Chhajja/Loft

for Second Floor

23 Providing and laying controlled cement concrete M200 and 2.50 Cumt 6431.81

curing etc. complete including the cost of form work and

reinforcement for reinforced concrete work in (C) Chhajja/Loft

for Third Floor

24 Providing and laying controlled cement concrete M200 and 0.80 Cumt 6472.23

curing etc. complete including the cost of form work and

reinforcement for reinforced concrete work in (C) Chhajja/Loft

for Fourth Floor

25 Providing and laying controlled cement concrete M200 and 3.40 Cumt 7520.97

curing etc. complete including the cost of form work and

reinforcement for reinforced concrete work in (C) Lintal for

Floor Two Level

26 Providing and laying controlled cement concrete M200 and 2.40 Cumt 7561.38

curing etc. complete including the cost of form work and

reinforcement for reinforced concrete work in (C) Lintal for

Second Floor

27 Providing and laying controlled cement concrete M200 and 2.40 Cumt 7601.79

curing etc. complete including the cost of form work and

reinforcement for reinforced concrete work in (C) Lintal for

Third Floor

28 Providing and laying controlled cement concrete M200 and 0.40 Cumt 7642.20

curing etc. complete including the cost of form work and

reinforcement for reinforced concrete work in (C) Lintal for 4th

29 Providing and laying controlled cement concrete M200 and 141.00 Cumt 6688.22

curing complete including the cost of formwork and excluding

reinforcement for reinforced concrete work in (C) Floor Two

Level Slab

Item Rate In

Description of Item Quantity Unit Amount

No figures

30 Providing and laying controlled cement concrete M200 and 71.00 Cumt 6728.63

curing complete including the cost of formwork and excluding

reinforcement for reinforced concrete work in (C) Second Floor

31 Providing and laying controlled cement concrete M200 and 71.00 Cumt 6769.04

curing complete including the cost of formwork and excluding

reinforcement for reinforced concrete work in (C) Third Floor

32 Providing and laying controlled cement concrete M200 and 13.00 Cumt 6809.45

curing complete including the cost of formwork and excluding

reinforcement for reinforced concrete work in (C) Fourth Floor

33 Providing and laying controlled cement concrete M200 and 30.00 Cumt 8408.83

curing etc. complete including the cost of form work and

excluding the cost of reinforcement etc. complete in (E) Stair

case for Ground Floor to Second floor

34 Providing and laying controlled cement concrete M200 and 14.00 Cumt 8449.24

curing etc. complete including the cost of form work and

excluding the cost of reinforcement etc. complete in (E) Stair

case for Second floor to Third floor

35 Providing and laying controlled cement concrete M200 and 14.00 Cumt 8489.65

curing etc. complete including the cost of form work and

excluding the cost of reinforcement etc. complete in (E) Stair

case for Third floor to Fourth Floor

36 Providing and laying controlled cement concrete M250 and 17.00 Cumt 8083.21

curing etc. complete including the cost of form work and

excluding the cost of reinforcement etc. complete in RCC

Vertical and Horizontal wall for Floor Two Level

37 Providing and laying controlled cement concrete M250 and 6.30 Cumt 8123.62

curing etc. complete including the cost of form work and

excluding the cost of reinforcement etc. complete in RCC

Vertical and Horizontal wall for Second Floor

38 Providing and laying controlled cement concrete M250 and 6.30 Cumt 8164.03

curing etc. complete including the cost of form work and

excluding the cost of reinforcement etc. complete in RCC

Vertical and Horizontal wall for Third Floor

39 Providing and laying controlled cement concrete M250 and 35.30 Cumt 8204.44

curing etc. complete including the cost of form work and

excluding the cost of reinforcement etc. complete in RCC

Vertical and Horizontal wall for Fourth Floor

40 Providing and laying controlled cement concrete M200 for RCC 3.10 Cumt 6407.80

work and curing complete including the cost of form work but

excluding the cost of reinforced concrete work in Coping on

Floor Two Level

Item Rate In

Description of Item Quantity Unit Amount

No figures

41 Providing and laying controlled cement concrete M200 for RCC 1.00 Cumt 6448.21

work and curing complete including the cost of form work but

excluding the cost of reinforced concrete work in Coping on

Second Floor

42 Providing and laying controlled cement concrete M200 for RCC 1.00 Cumt 6488.62

work and curing complete including the cost of form work but

excluding the cost of reinforced concrete work in Coping on

Third Floor

43 Providing IS Mark TMT FE 500D bar reinforcement for RCC 159536.00 Kg 77.52

work including bending & placing in position complete up to All

floor Level

44 Providing and fixing 90 cm Height Stainless Steel Railing made 126.00 Rmt 3626.51

from anticorrocive 304 grade S S pipe of 50 mm dia (16 Gauge)

as hand rail with S S 304 grade Baluster of 38 mm dia Box pipe

(16 Gauge) as a vertical support fixed in RCC slab at 1.2m c/c

including three horizontal S S pipes of 25 mm dia (16 Gauge)

at eqal distance fixed by 18.75 mm dia (16 Gauge) S S pipe with

baluster including accessories as per detailed drawing as

directed etc. complete.

45 Providing, laying and fixing 45 cm Height MS Railing made from 234.00 Rmt 811.43

anticorrocive up of RCC Perapet Wall on fixing Hand Railing

mm dia (16 Gauge) MS Round Hollow pipe horizontal 3 Nos

and 35mm dia vertical connection pipe 3 No with all material

laboure charges and accessories as per requirement as directed

by Engineer-in-charge etc. complete.

46 Brick work using common burnt clay building bricks having 18.00 Cumt 4279.98

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 below plinth

47 Brick work using common burnt clay building bricks having 195.00 Cumt 4568.40

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 Floor Two Level

48 Brick work using common burnt clay building bricks having 125.00 Cumt 4611.49

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 Second Floor

49 Brick work using common burnt clay building bricks having 140.00 Cumt 4654.57

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 Third Floor

50 Brick work using common burnt clay building bricks having 31.00 Cumt 4697.66

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 4th Floor

Item Rate In

Description of Item Quantity Unit Amount

No figures

51 Half Brick masonry in common brunt clay building bricks 344.00 Sqmt 696.50

having crushing strength not less than 35 Kg/Sq.Cm. in Cement

mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and

plinth (B) Conventional in super structure. for Floor Two Level

52 Half Brick masonry in common brunt clay building bricks 150.00 Sqmt 702.90

having crushing strength not less than 35 Kg/Sq.Cm. in Cement

mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and

plinth (B) Conventional in super structure. for Second Floor

53 Half Brick masonry in common brunt clay building bricks 149.00 Sqmt 709.30

having crushing strength not less than 35 Kg/Sq.Cm. in Cement

mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and

plinth (B) Conventional in super structure. for Third Floor

54 Providing and fixing 150 mm wide, approved quality chicken 437.00 Sqmt 295.12

wire mesh at junction of brick work and RCC work or two

dissimilar surfaces, at all heights fixed by nails, rowal plugs or

tag by cement mortar 1:3 before applying the plaster, including

curing, scaffolding all complete as directed.

55 Providing 20 mm thick double coat mala cement plaster on 1653.00 Sqmt 296.77

interior brick / concrete work for plastering comprising of base

coat of 12 mm thick cement plaster in cement mortar (1

Cement : 4 coarse sand) in rough finishing and 8 mm thick top

coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished

with trovel including scaffolding curing, 10x10 mm grooves etc.

complete. For Floor two Level

56 Providing 20 mm thick double coat mala cement plaster on 934.00 Sqmt 324.65

interior brick / concrete work for plastering comprising of base

coat of 12 mm thick cement plaster in cement mortar (1

Cement : 4 coarse sand) in rough finishing and 8 mm thick top

coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished

with trovel including scaffolding curing, 10x10 mm grooves etc.

complete. For Second Floor

57 Providing 20 mm thick double coat mala cement plaster on 1168.00 Sqmt 352.54

interior brick / concrete work for plastering comprising of base

coat of 12 mm thick cement plaster in cement mortar (1

Cement : 4 coarse sand) in rough finishing and 8 mm thick top

coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished

with trovel including scaffolding curing, 10x10 mm grooves etc.

complete. For Third Floor

Item Rate In

Description of Item Quantity Unit Amount

No figures

58 Providing 20 mm thick double coat mala cement plaster on 388.00 Sqmt 380.43

interior brick / concrete work for plastering comprising of base

coat of 12 mm thick cement plaster in cement mortar (1

Cement : 4 coarse sand) in rough finishing and 8 mm thick top

coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished

with trovel including scaffolding curing, 10x10 mm grooves etc.

complete. For 4th Floor

59 Providing 10 mm. Thick cement plaster in single coat for 1230.00 Sqmt 162.12

plastering on ceiling and soffits of stairs and finished even and

smooth in : (I) Cement mortar 1:4 (1 cement : 4 sand)

including Mala troveled finish etc. complete. Floor Two Level

60 Providing 10 mm. Thick cement plaster in single coat for 625.00 Sqmt 186.58

plastering on ceiling and soffits of stairs and finished even and

smooth in : (I) Cement mortar 1:4 (1 cement : 4 sand)

including Mala troveled finish etc. complete. Second Floor

61 Providing 10 mm. Thick cement plaster in single coat for 623.00 Sqmt 211.04

plastering on ceiling and soffits of stairs and finished even and

smooth in : (I) Cement mortar 1:4 (1 cement : 4 sand)

including Mala troveled finish etc. complete. Third Floor

62 Providing 10 mm. Thick cement plaster in single coat for 74.00 Sqmt 235.50

plastering on ceiling and soffits of stairs and finished even and

smooth in : (I) Cement mortar 1:4 (1 cement : 4 sand)

including Mala troveled finish etc. complete. 4th Floor

63 20 mm thick Sand faced cement plaster with 18x8 mm grooves 2403.00 Sqmt 407.94

as suggested by this office consisting of 12 mm thick backing

coat of C.M. 1:3 ( 1 cement : 3 coarse sand ) and 8 mm thick

finishing coat of C.M. 1:1 ( 1 cement : 1 coarse sand) for all

heights as directed etc. complete. and as per pattern sample

aprroved by the architect or directed engineer in-charge

64 Providing throating or plaster drip and moulding to R.C.C. 134.00 Rmt 44.07

65 Applying two coats of Acrylic lapy (putty) & one coats of primer 6695.00 Sqmt 30.44

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.

66 Wall painting (three coats) with plastic emulsion paint of 4143.00 Sqmt 128.38

approved brand and manufacture on undecorated wall surface

to give an even shade including throughly brushing the surface

free from mortar droppings and other foreign matter and sand

papered smooth.

67 Painting (Three coats) with plastic emulsion paint of approved 2552.00 Sqmt 134.04

brand and manufacture on undecorated ceiling surface to give

an even shade including throughly brushing the surface free

from mortar droppings and other foreign matter and sand

papered smooth.

Item Rate In

Description of Item Quantity Unit Amount

No figures

68 Wall Painting (Two coats) with weather proof 100% acraylic 2403.00 Sqmt 122.14

emulsion paint of approved brand and manufacture and of

required shade on exterior wall surface to give an even shade

over and including primery coat with Alkaly resistance primer

of approved brand after thoroughly brushing surface to

remove all dust and remains of loose powdered material etc.

copm. for all height

69 Providing And filling with good quality cinder (steam coal) as 44.00 Cumt 518.13

directed by engineer in charge in sunks in layers of 15 cm

thick,including watering,placing ,ramming well etc as directed,

for all floor.

70 Providing Water proofing Treatment on Sunk Slab including 200.00 Sqmt 373.60

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

graded stone aggregate 20mm nominal size) laid in one layer

and finished with a floating coat of neat cement average

50mm thick to Prepare slope including water proofing

chemical etc. Complete for Sunk Slab All Floor.

71 Providing and laying water proofing treatment with china 506.00 Sqmt 1164.53

mosaic tiles flooring over avg 50 mm C.C. 1:2:4 bedding for

maintaining slope for plain and curve surface & 12 mm to

mm of broken piece not more than 2.5CM of ceramic / glazed

tiles ( one for more colour as directed ) to be laid over cement

mortar bedding of C M 1:3 (1 cement : 3 sand ) contain water

proofing materials per bag of cement useas specified by

manufactured and slops to be tempered to bring mortar up to

surface with using white cement and colour pigment including

rounding of junctions and extending them up to 15 cm along

the wall and curing with bends any patens or design as per

drawing and cleaning by using oxalic acid etc. complete.

72 Providing Plinth Protection to Building including excavation in 118.00 Sqmt 1464.70

ordinary soil and laying cement concrete 1:3:6 using stone

aggregates of 40mm nominal size in foundation layer 100 mm

thick below pre-cast Rubber Dye inter locking concrete block

60mm thick with grade of concrete M200 pneumatic

compressed by mechanically pressed and as per approved

design including 75mm Sand layer for levelling and filling the

joint with sand in proper line and level etc. complete, Including

Providing and fixing pre-cast concrete kerb stone of grey

cement based concrete block 30cm length, 30cm height and

15cm thick of M250 grade concrete as per approved design and

including excavation for fixing in proper line and level, filling

the joint with C:M 1:3 (1cement:3 fine sand) etc. complete.

Item Rate In

Description of Item Quantity Unit Amount

No figures

73 Providing & fixing in position standard extruded Aluminum 97.00 Sqmt 3733.97

two track (2 shutter ) with Standard Extruded Colour Anodied

Alluminium Section Equivalent to Jindal Series E (30 mm)

Section Numbered: Frame -Bottom with Weep Holes -20878,

Frame Top & Side-20877 ,Shutter Top & Bottom 21675, Shutter

Inter Lock -20550 ,Shutter Side (handle) -20549 With 5mm

thick Transparent Tinted Float Glass With EPDM Rubber

Gasket, Air Lock Stirip and Finishing , Joint With Section

Sealant, With Power Coated Standard Alluminium Fitting.with

as per window size including all required materials labours and

equipments as per detailed drwg. as directed.

74 Providing & fixing in position standard extruded Aluminum 75.00 Sqmt 3398.65

Three track (3 shutter) with Standard Extruded Colour

Anodied Alluminium Section Equivalent to Jindal Series C (20

mm) Section Numbered: Frame -Bottom with Weep Holes -

21651, Frame Top & Side-21650 ,Shutter Top & Bottom

Shutter Inter Lock -21651 ,Shutter Side (handle) -20531 With

5mm thick Transparent Tinted Float Glass With EPDM Rubber

Gasket, Air Lock Stirip and Finishing , Joint With Section

Sealant, With Power Coated Standard Alluminium Fitting.with

as per window size including all required materials labours and

equipments as per detailed drwg. as directed.

75 Providing and fixing standard extruded colour anodised 11.00 Sqmt 2310.75

aluminium section equivalent to Jindal section Frame-21458

with 5 mm thick frosted glass adjustable louvers of approved

standard make, including EPDM rubber gasket, fittings, screws,

sealant, labour, tools & plants complete as per direction of

Engineer-in-Charge.

76 Providing, casting, supplying and fixing precast cement 19.00 Sqmt 2368.45

concrete jali for window openings, of approved design and

manufactured using OPC/PPC cement, graded aggregates, and

suitable admixtures, properly vibrated, machine/mould cast,

and adequately cured to achieve required strength and finish.

The work includes transportation to site, lifting, placing,

aligning, and fixing in position in required line, level and plumb

using cement mortar (1:3) or approved fixing system, including

necessary supports, grooves, joints, scaffolding, curing, labour,

tools & tackles, and all incidental charges complete as directed

by the Engineer-in-Charge.

Item Rate In

Description of Item Quantity Unit Amount

No figures

77 Providing and fixing Single shuttered door having granite 36.00 Sqmt 4181.40

stone frame with all open edges machine cut & machine

polished, and anodized aluminium section frame equivalent to

jindal door section no 19552 "-weight" not less than 1.1 kg/ (

frame size 38mmx 63.5 mm.), 35 mm thick solid core,

melamine faced, three layered resin, flushed door , having

decorative lamination on both sides & 12 mm thick teak wood

beading fixed around the door, Durable Grip shall be providing

with both side 15cm long stainless steel handle and necessary

Locking system, S.S. fixtures & fastenings etc. directed by

engineer in charge.

78 Providing and fixing Double shuttered door having granite 5.00 Sqmt 3850.12

stone frame with all open edges machine cut & machine

polished, and anodized aluminium section frame equivalent to

jindal door section no 19552 "-weight" not less than 1.1 kg/ (

frame size 38mmx 63.5 mm.), 35 mm thick solid core,

melamine faced, three layered resin, flushed door , having

decorative lamination on both sides & 12 mm thick teak wood

beading fixed around the door, Durable Grip shall be providing

with both side 15cm long stainless steel handle and necessary

Locking system, S.S. fixtures & fastenings etc. directed by

engineer in charge.

79 Providing and fixing Entrance wooden hollow two flush door 36.00 Sqmt 6247.86

shutter with anodized aluminium section fram inserted non

teakwood , shutter made from teak wood frame 5cm x 15cm

and 6 no. 5cm x 5cm horizontal rail and vertical rail cover with

both side water proof ply wood of 6mm thick with 1mm thick

lamination on both side including requires teakwood batten of

one coat of primer & two coats of enamel paints on frame &

edges, design of which is to be approved by the architect ,also

added Door shall be providing with floor spring Pivoted and

30cm long stainless steel handle and necessary Locking system

of Godrej, fixtures & fastenings etc. directed by engineer in

Item Rate In

Description of Item Quantity Unit Amount

No figures

80 Providing and fixing FRP frame size 100 x 50 mm and 35 mm 38.00 Sqmt 2363.40

thick ( Fiber Glass with PUF Injection ) FRP depress panel

Single shutter having extra reinforcement on sides & edges in

Gel coat finish.The core of the both shutter & frame is to be

filed up with injected fire retradat grade polyurethene foam

done in situ along with embeded wooden pieces for stiffening &

also taking hinges & fintures.The whole FRP frame & single or

double shutter is to be waterproof, weatherproof, termite proof

& resistance to mild acid/alkali. Rates are to be inclusive of S.S

hinges with necessary screws & alluminum fixtures &

fastenings & fartener sleeve.Colour and Shade approved by

Engineer-In-Charge.

81 Providing and laying 600 × 600 × 10 mm thick Soluble Salt 1286.00 Sqmt 1599.84

Vitrified flooring of approved make, shade, colour and pattern,

laying on approved tile adhesive / cement mortar, jointing with

matching shade epoxy / white cement grout, cleaning, curing

and protection of finished surface, complete as per

specifications and direction of Engineer-in-Charge.

82 Providing and fixing 100 mm high skirting with 600 × 600 × 10 145.50 Sqmt 1698.82

mm Soluble Salt Vitrified tiles (GVT) of approved make, shade,

colour and pattern, adhesive / cement mortar, jointing with

matching shade epoxy / white cement grout, including finishing

edges, rounding corners, cleaning, curing, and all incidental

works complete as per specifications and direction of Engineer-

in-Charge.

83 Providing and laying machine cut free edge machine polished 38.00 Sqmt 2310.38

granite stone 15mm - 18mm thick finished treads and risers in

length with 1cm projecting nozing rounded moulding in ttread

laid over 20 mm (av.) thick of CM 1:6 on treads and 10mm

thick CM 1:3 on risers jointed with grey or colour cement

slurry including rubbing and polishing incl. making Three No.s

of grooves of size 3mm X 3mm along the length of treads etc.

84 Providing and laying Porcelene tiles 60 x 60 cm size 6 mm 66.00 Sqmt 1320.07

thick in flooring treads of steps and landing laid on a bed of

mm thick cement mortar 1:3(1-cement:3-coarse sand)finishing

with flush pointing in white cement etc. completed

85 Providing and laying antiskid ceramic tiles 30 x 30 cm size 6 40.00 Sqmt 1017.30

mm thick in flooring treads of steps and landing laid on a bed of

12 mm thick cement mortar 1:3(1-cement:3-coarse

sand)finishing with flush pointing in white cement

Item Rate In

Description of Item Quantity Unit Amount

No figures

86 Providing and laying glazed tiles tiles size 30 x 60 cm 6 mm 730.00 Sqmt 1523.67

thick in skirting risers of steps and dedo on 10 mm thick

cement plaster 1:3 (1-cement:3coarse sand) and jointed with

colour cement slurry

87 Providing and laying Heavy Duty 10 to 12 mm thick Parking 425.00 Sqmt 1800.02

Vitrified tiles flooring of PAVIT or equivalent make in required

pattern, shape & design, laid on 50 mm. thick cement mortar

1:6 ( 1 cement : 6 coarse sand) make with spacer joint of

approved quality cement grout of the make Bal Gold Star,

cleaning, washing & etc. complete. For Basement.

88 Providing and laying 10 to 12mm thick ready made Full body 277.00 Sqmt 2601.76

vitrified anti skid Flutes step tiles of 120x30cm Tread,

120x15cm riser & 60x60cm Landing with 1cm projecting,

nosing half rounded moulding in tread , laid over 12 mm (av.)

thick bases of cement mortar 1:3 (1-cement : 3-coarse sand)

jointed with grey or colour cement slurry including rubbing

and polishing incl. Full body vitrified tiles approved by

directed engineer in charge.

89 Providing and fixing polished 18 mm thick black granite with 11.00 Sqmt 2651.25

full round edge and double side polished of approved quality

in between urinal and fixing with cement slurry & adhesive

including moulding of both exposed edges as directed by

engineering in charge etc. complete.

90 Providing and fixing mirror polished 18 mm thick Granite with 263.00 Sqmt 2933.04

full round edge and polished of approved quality in clading on

sill and around the doors/ windows/ ventilation with 12 mm

thick cement mortor CM (1:4) and fixing with cement slurry &

adhesive including moulding of exposed edges as directed by

engineering in charge etc. complete.

91 Providinfg and fixing Safty grills of required pattern for 5131.00 Kg 116.15

windows/ Door using necessary 16x16 mm M.S. Square bar,

M.S flats and other structural steel at required spacing

including cutting, welding and fabriction etc. including one coat

of primer of approved quality and two coats of oil painting as

per detail drawing etc complete.

92 Providing erecting and fixing Virgin Plastic Sintex Black Double 10000.00 Litre 9.09

Layer Water Storage Tank of required capacity each with all

necessary fittings and connection etc. complete on terrace.

93 Providing laying and jointing in true line and level 50mm dia. 105.00 Rmt 195.67

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or shall be

concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Item Rate In

Description of Item Quantity Unit Amount

No figures

94 Providing laying and jointing in true line and level 40mm dia. 140.00 Rmt 148.12

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or shall be

concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

95 Providing laying and jointing in true line and level 25mm dia. 160.00 Rmt 91.84

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or shall be

concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

96 Providing laying and jointing in true line and level 15mm dia. 140.00 Rmt 72.65

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or shall be

concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

97 Providing, laying and jointing in true line and level 160 126.00 Rmt 834.38

diametre U.P.V.C (Type B) conforming to IS 13592-1992 with

one end plain and other end socketed with rubber ring, &

fittings conforming to ISI 14735-1999 of approved make for

drainage system pipe line, pipe shall be jointed with each other

with rubber lubricant, pipe shall be fixed on wall using of PVC

clamp of the size 160 mm diametre x 210 mm length x 196 mm

heigh at every 2000 mm center to center or shall be concealed

in walls as directed including necessary fittings such as bends,

shoes etc. including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

98 Providing, laying and jointing in true line and level 110 120.00 Rmt 897.79

diametre U.P.V.C (Type B) conforming to IS 13592-1992 with

one end plain and other end socketed with rubber ring, &

fittings conforming to ISI 14735-1999 of approved make for

drainage system pipe line, pipe shall be jointed with each other

with rubber lubricant, pipe shall be fixed on wall using of PVC

clamp of the size 110 mm diametre x 149 mm length x 145 mm

heigh at every 2000 mm center to center or shall be concealed

in walls as directed including necessary fittings such as bends,

shoes etc. including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

Item Rate In

Description of Item Quantity Unit Amount

No figures

99 Providing, laying and jointing in true line and level 75 mm dia. 60.00 Rmt 777.10

UPVC SWRType B pipe conforming to IS 13592-1992 with one

end plain and other end socketed with rubbering and fitting

conforming to ISI 14735-1999 of approved make for drainage

system pipe line, pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall using of PVC clamp

at every 2000 mm c/c or shall be conceled in walss as directed

including necessary fittings such as bends, shoes etc. including

testing of pipes and joints and jointed with adhesive solvent

cement including cost of all materials.

100 Providing and fixing in PVC SWR cowel went 75mm dia to 4.00 No 16.16

pipes.(B) 75mm dia.

101 Providing and fixing in PVC SWR cowel went 110mm dia to 8.00 No 29.29

pipes.(B) 110mm dia.

102 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 72.00 No 600.23

100 mm diameter with jali of the following nominal diameter of

self cleansing design with C.I scread down or hinged grating

including the cost of cutting and making good the walls.

103 Providing and fixing wash down water closet (European type 21.00 No 2791.64

W C pan) with integral P and S trap including jointing the trap

with soil pipe in cement mortar 1:1 (1 cement five sand)

including providing and fixing plastic seat cover for wash down

WC with CP brass hinges and rubber buffers back plastic seat

and including providing and fixing PVC flushing tank with a

pair of C I or MS bracket with complete fitting such as lead

valve siphon 15 mm dia brass ball valve with polythene float CP

brass handle unions and couplings for connection with inlet out

let and over flow pipes 40 mm dia porcelain enameled flush

bend including cutting holes in walls and making good the

same connection the flush bend with cistern and closet vitreous

104 Provision and fixing water closet squatting orissa type W.C. pan 7.00 No 1415.01

size 580mm integral footrest and 100 mm P or S trap and in

cluding 25 mm dia CP brass flush valve and GI inlet connection

etc. comp. (A) Vitreous china long pattern white or color

105 Providing and fixing stainless steel grab 22 cm x 60 cm for 12.00 No 1492.78

handicapped toilet

106 Providing and fixing Angle cock with Wall flange crome 41.00 No 858.50

finished brass (i) 15mm dia.

107 Providing and fixing ball cock of approved. quality as 8.00 No 189.84

directed.(A) Copper Metal (ii) 50mm dia.

Item Rate In

Description of Item Quantity Unit Amount

No figures

108 Providing and fixing washbasin with single hole for pillar tap 18.00 No 1649.86

with C.I. or M.S. brackets painted white including Rubber plug,

sutting holes and making good the same but excluding fittings

and also including rate of C.P. brass waste for washbasin or

sink (A) 32mm dia. and M.I. fisher union for washbasin or

sink. (A) 32mm dia.; (A) Vitreous China:(ii) Flat Back

washbasin 550 mm x v 400mm size. (i) In white colour.

109 Providing and fixing 600mm x 450mm bevelled edge mirrror of 18.00 No 859.41

superior glass mounted on 6mm thick A.C. sheet or plywood

sheet and fixing to wooden pluge with C.P. brass screws and

110 Providing and fixing C.P. brass towel rail comlete with C.P. 18.00 No 616.42

brass brackets fixed to wooden plugs with C.P. brass scews (B)

600mm x 20mm size.

111 Providing and fixing screw down bib taps of following size.(A) 64.00 No 214.81

Brass screw down bib tap polished bright. (i) 20mm dia.

112 Providing and fixing pillar tap, capstan head, screw down high 18.00 No 308.73

pressure with screws, shanks and back nuts. (i) 15mm dia.

113 Providing and fixing chromium plated brass half trun flush cock 28.00 No 263.77

of approved quality including fixing in pipe line etc. complete

(ii) 25mm dia.

114 Providing laying (to level or slopes) and jointing reinforced 320.00 Rmt 678.03

concrete Light duty non-pressure pipes I.S. class NP2 of the

following internal diameter with collars and butt ends

prepared for collar joints including testing of joints complete.

115 Providing and fixing S.W. gully trap with C.I. grating brick 12.00 No 1246.92

masonry chamber and water tight C.I. cover with frame of

300mm x 300mm size (inside) with standard weight (i) Square

mouth traps (B) 150mm x 100mm size P or R type

116 Constructing brick masonry chamber for underground C.I. 11.00 No 3223.92

Inspection chamber and bends with briocks having croshing

strength not less than 35Kg. Cm2 in C.M. 1:5 precast RCC cover

455mm x 610mm intenal dimensions with frame (R.C.C. top

slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed concrete

etc. complete (i) Inside dimensions 455mmx 610mm and

450mm deep for single pipe line.

Item Rate In

Description of Item Quantity Unit Amount

No figures

117 Constructing brick masonry chamber for underground C.I. 20.00 No 3933.95

Inspection C.I. Inspection chamber and bends with briocks

having croshing strength not less than 35Kg. Cm2 in C.M. 1:5

precast RCC cover 500mmx 700mm intenal dimensions with

frame (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse

sand :4-graded stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick with cement mortar

1:3 finished smooth with a floating coat of neat cement on walls

and bed concrete etc. complete (i) Inside dimensions 500mmx

700mm and 450mm deep for single pipe line.

118 Constructing brick masonry chamber for underground C.I. 8.00 Each 242.39

Inspection chamber and bends with briocks having croshing

strength not less than 35Kg. Cm2 in C.M. 1:5 precast RCC cover

455mm x 610mm intenal dimensions with frame (R.C.C. top

slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed concrete

etc. complete (i) Inside dimensions 455mmx 610mm and

450mm deep for single pipe line.

Extra over items for every additional depth of 0.1M. of part

thereof beyond 450mm depth for Brick masonry chamber.(i)

for 455mm x 610mm size.

119 Constructing brick masonry chamber for underground C.I. 8.00 Each 264.86

Inspection C.I. Inspection chamber and bends with briocks

having croshing strength not less than 35Kg. Cm2 in C.M. 1:5

precast RCC cover 500mmx 700mm intenal dimensions with

frame (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse

sand :4-graded stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick with cement mortar

1:3 finished smooth with a floating coat of neat cement on walls

and bed concrete etc. complete (i) Inside dimensions 500mmx

700mm and 450mm deep for single pipe line.

Extra over items for every additional depth of 0.1M. of part

thereof beyond 450mm depth for Brick masonry chamber.(i)

for 500mm x 700mm size.

120 Providing and fixing GI Ladder of required pattern with GI 600.00 Kg 95.95

flats(30x3mm) or round or square bars (12mm) at required

spacing & with round headed bolts and nuts or screws or

welding including primer coat of approved quality and two

coats of oil paintas as directed by engineer in charge

Item Rate In

Description of Item Quantity Unit Amount

No figures

121 Providing and fixing 0.60 meter wide sand which type 19.00 Sqmt 5865.07

Washbasin platform including supplying and fixing granite

stone of black or equivalant quality 18 mm thick mirror

polished on top and side posiition and vertical strip at front

with cement slurry & adhesive including moulding of both

exposed edges over 25 mm thick kotah stone platform fixing

in top and sides and itermediates supports fixing with cement

mortar and adhesive and finishing all material and labour

with necessary fitting complete etc.

122 Providing and fixing in position 300 mm high, 150 mm wide 100.00 No 707.00

English letters made from 1.0 mm thick stainless steel sheet as

directed by Engineer in charge with all necessary tools & plants

etc. complete.

123 Providing and fixing in position 150 mm high, English letters 100.00 No 404.00

made from 1.0 mm thick stainless steel sheet as directed by

Engineer in charge with all necessary tools & plants etc.

124 Providing & Fixing 114mm wide G.I. Sheets lovers having 89.00 Sqmt 4548.03

weight not less than 490 Gm/m roll formed to create 84mm

wide louver snap fixed on special shaped GI channel. Fix

louvers & channels shall finished with powder coating of

micron (1) 0.55mm thick sheet.etc. complet as per detail

drawing as directed.

125 Providing and Fixing Size: L 75mm x W 75mm x H 1200 ; 15 40.00 Nos 616.81

mm thick U shape corner Rubber Reflective Guards with

yellow reflective Patti fixing on RCC/brick surface Including all

fitting and material charges & it shall be Chemical Resistant,

Fade Proof, Frost - Heat & Weather Proof, High Flexural

Strength, Highly Durable, Stain Resistance as per detailed

drawing etc. complete as directed by Architect or Engineer in

126 Supply and Installation of Corner Guard protection system 40.00 Nos 1723.67

fixed to brick wall/or tile/dado at the corner from finished

floor level. It should be adjustable end cap. S.S.plate of

grade “100mm wide x1.54mm thickness x 1200mm length “.

Corner guard system consist of following: PVC cover, base, top

and bottom end cap in different color etc complete.

Item Rate In

Description of Item Quantity Unit Amount

No figures

127 Providing and Fixing 15 mm thick 300 mm x 300 mm Tactile 96.00 Sqmt 1210.38

Warning Tiles (Attention Tiles i.e. Tactile Warning Surface

Indicator {TWSI}) of Johnsan Endura Tac Button Yellow Plus or

equvqlent make in flooring laid on 20 mm thick cement mortar

1:6 (1 cement : 6 coarse sand) on new surface and jointed with

cement slurry including finished with flush pointing & cleaning

the surface for all floors as per detailed drawing etc. complete

as directed by Architect or Engineer in charge. Thse tiles shall

be Anti Skid, Chemical Resistant, Fade Proof, Frost - Heat &

Weather Proof, High Flexural Strength, Highly Durable, Stain

Resistance . All Tactile Warning Tiles meet the specific size and

dimension standards as required by ISO/FDIS

128 Providing and Fixing a set of wall mounted horizontal stainless 6.00 Set 2671.45

steel collapsible grab bar and vertical stainless steel fixed grab

rail of grade SS 304 from round pipe supported with 75 mm dia

8 mm thick SS 304 base flange on wall including anchor

fasteners, nuts, accessories as per detailed drawing etc.

complete as directed by Architect or Engineer in charge.

129 Providing and fixing acrylic multilingual Braille (raised dots) 25.00 Nos 1765.08

DIRECTIONAL SIGNBOARDS of size 225 x 150mm designed as

per accessibility standards and having 3.5mm thick acrylic base

plate with Upper Case San Serif words made of white acrylic

non glare cut out letters of height 15mm raised not less than

0.8mm above base plate and the equivalent word written in

Hindi with Devanagari non glare acrylic letters of height 15mm

raised not less than 0.8mm above base plate and having a non-

glare acrylic cut arrow pointing in the required direction. Each

signboard to be fixed as per manufacturers specifications on

the wall at the approved location and at a height of 1200mm

from FFL complete as per design / specifications and guidelines

as per the entire satisfaction of the Engineer-in-charge

130 Providing & Fixing Braile Indicator Of Size 170 Mm X 35mm 60.00 Rmt 945.76

For Handrails Of The Approved Design And Make Have Braile

Dots Raised 0.5 Mm Above Base Plate To Be Installed At

Specific Locations As Per Direction Of Engineer In Charge

131 Providing and fixing of conspectus tape 50mm width on of 96.00 Rmt 2199.88

treads in staircase including cutting pasting etc. As per

harmonised guidelines complete in all respect to the entire

satisfaction of engineer in charge.

Item Rate In

Description of Item Quantity Unit Amount

No figures

132 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 136.00 Rmt 339.05

working pressure poluthene pipes of the following outside Dia.

Low densidy, complete with special falnge compression type

fittings, wall clipsetc. including making good the wall ceiling

and floor.(G)110 mm

133 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 50.00 Rmt 696.90

working pressure poluthene pipes of the following outside Dia.

Low densidy, complete with special falnge compression type

fittings, wall clipsetc. including making good the wall ceiling

and floor.(G)160 mm

134 Providing junction for rain water juncton chamber of size 6.00 No 9112.22

0.60x0.60x0.75m with excavation of size 1.96x1.96 m & 0.15m

thick c.c.1:2:4 bed concrete including brick masonary wall in

CM 1:6 of 0.75m height & 0.23m thick with 15mm thick cement

plaster inside & outside & 1.06x1.06 RCC (1:2:4) slab of

thickness 0.15m with CRS steel and 0.60mx0.45m cast iron

manhole cover with frame weight not less than 35 kg as per

directed by Engineer-in-charge

135 Providing Filter chamber of Brick work in C:M 1:6 of size 1.00 No 15440.88

2.06mx1.20m x1.20m & excavation dimension of 2.66mx

1.81x1.35m including C.C 1:2:4 bed concrete of 0.15m thick

including brick work in c.m 1:6 for 23cm thick wall including

15mm thick cement plaster inside & outside with cement slurry

& 10cm thick RCC 1:2:4 top cover with frame of minimum

weight of 35 kg & filling filter material kapchi in layers (25-

40mm & 10-20mm) & BT metal 40mm & sand as per directed

by Engineer-in-charge

136 Providing Recharging pit of size 2.0m Dia.& 2.0m depth of 1.00 No 7986.07

water logging with excavation filling the pit with gravel & sand

in layers including making 300mm dia bore depth of 4.5mt &

above concrete with kapchi in layers (25-40mm & 10-20mm) &

BT metal 40mm & filling brick as directed by Engineer-in-

137 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 3.00 Cumt 3687.40

Coarse sand : 4- graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of formwork in (A)

Foundation and Plinth

138 Brick work using common burnt clay building bricks having 16.00 Cumt 4279.98

crushing strength not less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:6 (1- Cement : 6 - fine sand) (B)

Conventional (more than 10 ton) below plinth.

139 Providing 15mm thick cement plaster in single coat on Rough 68.00 Sqmt. 231.38

(Similar) side of single or half birck walls / concrete wall for

interior plastering and finished even and smooth in C M 1:4 (1

cement : 4 coarse sand) with floting coat of neat cement slurry

etc. comp. For Ground floor

Item Rate In

Description of Item Quantity Unit Amount

No figures

140 Constructing brick masonry chamber for underground C.I. 12.00 No. 7180.44

Inspection chamber and bends with briocks having croshing

strength not less than 35Kg. Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions, total

weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with

1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate

20mm size) foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc.

complete.(iii) Inside dimensions 600mm x 850 mm and

450mm deep for pipe lines with three or more inlets.

141 Providing and laying (two level or slopes) and jointing with 31.00 Rmt. 531.19

stiff mixture of Cement Mortar in proportion 1:1, Salt glazed

stone ware pipes of pipes 150mm laying lime concrete 1:2:4 (1-

Lime putty :2-Fine samd : 4-Graded brick aggregates 40mm

nominal size) bedding for stoneware pipes of following internal

diameters with necessary formwork and curing complete.

142 Drilling of min. 250 mm dia. bore hole in all strata including 100.00 Rmt 1270.58

dualover burden strata by combination DR/DTH rig including

lowering 200 mm dia MS ERW pipes in bore hole and testing

etc.all work as per directed engineer incharge.

143 Manufacture, supply and delivery of cage typeTrapezoidal 90.00 Rmt 1682.66

shape ( ' V ') wire wound low carbon, Galvanized screen pipe

and Stainless Steel Screen pipes, confirming IS: 8110 For (B)

200mm dia 1) 1.00mm Slot size

144 Bore plug having 100 mm height made from M.S. plate with 3 1.00 No 1161.62

holes at equal distance on circumference for nut-bolts type,

locking arrangement with nuts-bolts & lock nuts of std. Make

complete. For 250mm dia

145 Providing PVC insulated flat submersible cable as per detailed 120.00 Rmt 180.79

technical specifications of R/C of GWSSB conforming to IS

IEC 60227 / 60228.d)1 R x 3 C x 6.0 mm2

146 Suppling and installing 3 Phase Borewell 15.00 HP Submersible 1.00 No 37160.93

Pump Sets Electric motor driven conforming to I.S. 8034 and

motor conforms to IS-9283 working at 3 phase 400/440 volt

C/S A.C. supply & 2900 R.P.M. cat

147 Providing and fixing check or non return pully wheel valve of 2.00 No 1111.00

50 mm diameter.

148 Providing and fixing to wall,ceiliing and floor galvanised mild 90.00 Rmt 787.40

steel tubes ( Medium grade ) of the following nominal bore,

tube, fittings and clamps included making good the wall,

ceilling and floor (F) 50 mm

Item Rate In

Description of Item Quantity Unit Amount

No figures

149 Supplying and lowering ISI-mark edunplasticized PVC (uPVC) 40.00 Rmt 393.90

casing pipe,200 mm outer diameter,as per IS:12818

151 Geohydrological ground water investigation including vehicle 1.00 Nos 14428.86

charges for three phase DTH bore/DR tube well including

water sample testing & chemical analysis

152 Box cutting the road surface to proper slope and camber for 114.00 Cum. 112.02

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

50Mt.lead.

153 Construiction of 100/200 mm thick compacted granular sub 29.00 Cum. 1294.64

base (Garde- I, crushed B T materials of 53 mm to 9.5 mm @

%, 9.5 mm to 2.36 mm @ 20%, below 2.36 mm @ 30%) by

providing close graded material , mixing in mechanical mix

plant carriage at OMC, carraige of mixed material to site,

spreading in uniform layers with mortor grader on prepared

surface and compacting with vibratory power roller to achieve

the desired density, complete as per clause

154 Providing, laying, spreading and compacting graded stone 38.00 Cum. 1212.77

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 with paver in sub-base / base course on well

prepared surface and compacting with vibratory roller to

achieve the desired density.

155 Providing and laying controlled cement concrete M.150 and 26.00 Cum. 3898.54

curing complete including the cost of formwork and excluding

reinforcement for reinforced concrete work in (A) Foundations

and plinth pcc For Road work

156 Compaction and finishing of cement concrete road by trimix 189.00 Sqm 63.63

M.250 process providing extra Labour charges for the trimix

vacume dewatering service process on cement concrete road

sutface by using vacuum dewatering pump floater surface

vibrator including making groves and rough finish to surface

including leveling etc complete.

157 Providing and fixing pre-cast Rubber Dye inter locking concrete 132.00 Sqm 707.55

block 60mm thick with grade of concrete M300 pneumatic

compressed by mechanically pressed and as per approved

design confirming to IS 15658: 2006 including 35mm Sand

layer for levelling and filling the joint with sand in proper line

and level as per guidelines of IRC SP 63-2018 etc complete.

Item Rate In

Description of Item Quantity Unit Amount

No figures

158 Providing and Laying homoginious Grey cement based concrete 190.00 Rmt 374.92

kerbing of size 30 cm x 30 cm x 10 cm size as per detailed

drawing having grade of concrete M25 grade, including

necessary excavation, BBCC 1:5:10 7.5 cm as per ddetailed

drawing fixing in line and level, filling joints in CM 1:3 with

smooth finished, white washing three coats etc. complete as

directed by Engineer in charge.

159 Constructing providing and fabricating cattle guard using 11.00 Sqmt 5155.04

channel section frame of size ISMC series 100 mm x 50 mm

(Weight 9.20 kg/Rmt) and ISMC section 100 mm x 75mm

(weight 11.50 kg/Rmt) intermediate support for welding

G.I.pipe at 12 Cm C/C of size 50 mm in a frame made of Channel

section size 100 mm x 50 mm all round including fixing the unit

on prepared chamber of masonary wall using MS hold fast

embeded in masonary wall top as directed by Engineer in

charge and as per drawing and necessary required

arrangement etc complete.

160 Providing and fixing decorative entrance slidng gate made out 1148.00 kg 168.67

of cast iron and various mild steel tabular section combination

the MS gate with sliding mechanisum of all including pattern

and die making , cutting , welding , grinding, fabrication , fixing

in position at compound wall with necessary pedestal, bearing

block and other locking arrangement. The entrance gate should

be painted with two coats of priming coat of paint, and two coat

of oil paint etc complete. As per detail design and instruction of

architect.

161 Providing and fixing concertina coil fencing with punched tape 20.00 Rmt 423.19

concertina coil 600 mm dia 10 mt openable length having 50 no

rounds per 6 mt length, upto 3mt height of wall with existing

angle iron (50mm x50mm x5mm )requird shaped As per

Directed Engeenier in charge. placed 2.4mt or 3.00mt apart and

with 4 horizontal R.B.T. reinforced barbed wire(3 mm) , stud

tied with G.I. staples and G.I. clips to retain horizontal, including

necessary bolts or G.I.barbed wire tied to angle iron, all

complete as per direction of Engineer-in-charge, with

reinforced barbed tape (R.B.T.)/Spring core (2.5 mm thick) and

weight 43.478 gm/meter at compound wall for ESR M4/

intakewell.

Item Rate In

Description of Item Quantity Unit Amount

No figures

162 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 230.00 Pt. 582.77

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 type of pipe erected with 6A Modular type switch /

bell push & 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. with medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete. Cat-III

163 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 113.00 Pt. 809.01

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 and

hum free EME step type electronic fan regulator 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. with

medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete Ca-III

164 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm 7.00 Pt. 612.06

(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 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 2-1.5 sq.mm Cu. Wire from

nearby switchboard/mcb db board with medium class Rigid

PVC pipe and accessories erected concealed in wall/ceiling

complete Ca-III

165 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm 7.00 Pt. 894.86

(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 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.

[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire

from mcb db board. with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling complete Ca-III

Item Rate In

Description of Item Quantity Unit Amount

No figures

166 Point wiring for on board Looped Plug with 6A Modular type 59.00 Pt. 309.06

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. Ca-III

167 Providing and erecting Mains with 1.1 KV grade FRLS PVC 612.00 Mtr. 104.03

insulated ISI marked stranded Copper conductor wire in

following type of pipe to be erected concealed in /flushed on

wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC

insulated stranded wire of green colour for earth continuity of

following size. with medium class Rigid PVC pipe and

accessories 2 wire 2.5 sq. mm

168 Providing and erecting Mains with 1.1 KV grade FRLS PVC 180.00 Mtr. 140.39

insulated ISI marked stranded Copper conductor wire in

following type of pipe to be erected in / on wall / ceiling with

2.5 sq. mm copper conductor FRLS PVC insulated stranded wire

of green colour for earth continuity of following size with

medium class Rigid PVC pipe and accessories 2 wire 4 sq. mm

169 Providing and erecting Mains with 1.1 KV grade FRLS PVC 250.00 Mtr. 326.23

insulated ISI marked stranded Copper conductor wire in

following type of pipe to be erected in / on wall / ceiling with

2.5 sq. mm copper conductor FRLS PVC insulated stranded wire

of green colour for earth continuity of following size with

medium class Rigid PVC pipe and accessories 4 wire 6 sq. mm

170 Supplying and erecting LED indoor fittings with LEDs of 177.00 Nos. 535.30

wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, with

housing used as a heat sink shall be made of thick sheet Steel

conforming to IS: 513/CRCA/ aluminium die cast powder

coated and high U.V. & corrosion resistance with diffuser with

company mark/name 160V to 270V, Power Factor more than

0.95, THD < 15%,CCT 3000 K to 6500K, Luminaire efficacy>

lumens/watt ,LED driver efficiency > 85 % (fitting required LM-

79 & LM-80 Certificates)(NOTE: Below description have shown

ranges of Wattage capacity of LED fittings.The Engineer

shown.) Tube Light with integral driver. 36-40 Watts, Surge-2

KV, IP-20, conventional 4 feet Ca-III

171 Supplying and erecting led lamps with following wattage 24.00 Nos. 112.11

capacity of 220 to 240 voltage, minimum 15000 burning hours

life, 500 V in built, surge,protection,Polycarbonate diffuser,

mounting suitable for E14 / E27 / B22 lamp holders, pf >=

LED Lamps integral type, with PC diffuser suitable LAMP

holder. 8 watts

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172 Supplying and erecting LED indoor fittings with LEDs of 18.00 Nos. 724.17

wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, with

housing used as a heat sink shall be made of thick sheet Steel

conforming to IS: 513/CRCA/aluminium pressure die cast

powder coated and high U.V. & corrosion resistance with

diffuser housed in aluminium casted body with company

mark/name 160V to 270V,Power Factor more than 0.9, THD <

15 %, CCT 3000 K to 6500K, Luminaire efficacy>

lumens/watt ,LED driver efficiency > 85 % (fitting required LM-

79 & LM-80 Certificates)(NOTE: Below description have shown

ranges of Wattage capacity of LED fittings.The Engineer

shown.) LED Panel Light with provision for Plane front frame

with translucent cover fixed to housing complete.IP20.

watts, 12" x 12" , Surge-2 kV Ca-III

173 Supplying and erecting LED street light / Flood light fittings 10.00 Nos. 7186.15

with High power White LEDs wattage of 3 Watt 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

toughened glass with company mark/name engraved or

embossed 160 to 270 V,Power Factor more than 0.95, THD <

%, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire

efficacy> 100 lumens/watt . LED driver efficiency > 85 %.(

fittings required LM-79 & LM-80 certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

between the ranges shown.) Flood Light (IP-65), Surge

protection -4KV integral and ,Light must have 440VAC line

supply with over-voltage protection. 120 - 159 watts Ca-III

174 Providing and erecting Approved make Four pole moulded case 28.00 Nos. 6790.23

circuit breaker having breaking capacity ICU of 25 KA. at

V,having normal current rating up to 25 A to 100A. with Fixed

thermal & magnetic release suitable to work on A.C. supply

c/s. with all internal connections, spreader tinned copper &

complete erected in existing 16 G.M.S. housing. ICS=100% of

ICU only Cat III

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175 Providing and erecting Approved make Four pole moulded 2.00 Nos. 17843.67

case circuit breaker having breaking capacity ICU of 35 KA. at

415 V. having Normal current rating 200A.with variable

Thermal & magnetic release suitable to work on A.C.supply

Hz. with all internal connections, spreader tinned copper &

complete erected in existing 16 G.M.S.housing. ICS=100% of

ICU only Cat III

176 Supplying and erecting triple pole & neutral 440V / 500V panel 0.75 Rn.Mtr 1961.42

mounting Copper Busbars with four equal Nos. of electrolyte

bus having current density not more than 1.6 Amp. / sq.mm

(Rated current / cross section area) duly wrapped with colour

insulating tape for phase sequence of following current

carrying capacity, erected with necessary bus bar supports

/insulators, main cable socket to each bar, erected in existing

cubical panel with necessary connections. Suitable for

Amp. Capacity

177 Supplying and erecting triple pole & neutral 440V / 500V panel 0.75 Rn.Mtr 3202.71

mounting Copper Busbars with four equal Nos. of electrolyte

bus having current density not more than 1.6 Amp. / sq.mm

(Rated current / cross section area) duly wrapped with colour

insulating tape for phase sequence of following current

carrying capacity, erected with necessary bus bar supports

/insulators, main cable socket to each bar, erected in existing

cubical panel with necessary connections. Suitable for

Amp. Capacity

178 Providing and erecting Miniature circuit breaker single pole 10.00 Nos. 297.95

0.5A to 2A system and having breaking capacity 10 KA to be

erected in existing box. confirming to IS 8828/1996 with ISI

Mark. Ca-III

179 Providing and erecting Miniature circuit breaker single pole 6A 180.00 Nos. 123.22

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 IS 8828/1996 with ISI Mark Ca-III

180 Providing & erecting 415V MCB Four Pole Switch for Lighting 10.00 Nos. 702.96

Load (B curve) having 10KA breaking capacity & confirms to IS

:8828 in existing box having following capacity 40 Amp. Ca-III

181 Providing and erecting Sheet Steel powder coated MCB 10.00 Nos. 2913.85

distribution board - flush / surface mounted fitted with busbar,

neutral link, earth bar and DIN rail, Conforms to IS 8623-1 &

IEC 61439-1 & 3 without MCB to house appropriate nos. of

MCBs.(The DBs should be used of same company of MCB to be

used) suitable for (B) three phase incoming and single phase

horizontal type outgoing Per phase isolation type (PPI) sheet

steel double door 6 way

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182 Providing and erecting Approved make RCCBs conforming to 30.00 Nos. 2458.34

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 characteristic of quick action

& tripping with all advance feature & do not incorporate any

electronic component. for following Max. rating erected as

directed 40 Amps. DP Cat-III

183 Providing and erecting Annealed bare Copper wire 8 to 16 5.00 Kg 794.87

184 Pipe type earthing having 150 cms.long and 2.5 cms. dia. 2.00 Nos. 540.35

galvanised iron pipe with coupling and buch buried in specially

prepared earth pit complete with necessary 8 SWG earth wire.

& For using salt and charcoal / coke as required for pipe type

185 Supplying & erecting earth pit of minimum bore dia.150mm 2.00 Nos. 4591.46

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 25 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 / 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 submitted. For Electrical Installation up to

440V in normal soil Length of pipe - 1 Mtr Back filling

compound - 1 Nos Bag of 15 Kg.

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186 Providing & erecting weather proof, dust & vermin proof, floor 2.50 Sq mtr 10468.65

mounted front operated indoor type cubical panel board

necessary IP-42 and above protection as per approval from

engineer incharge made from 14 SWG thick CRC M.S. sheet for

outer body & doors, 16 SWG thick CRC M.S.sheet for internal

partitions with necessary accesories , supporting angles/ flats

channel including cutting, bending, drilling, welding, riveting

with internal partitions & cable alley as per requirements &

instruction of engineer-in-charge with erection of supplied

switch gears, BUSBARS, suitable size of inter connecting PVC

copper wire / copper-aluminium strips, rubber grommets, rib,

bakelite control fuses/MCB for measuring instruments, earth

bus & earth bolts, foundation flange - bolts-base Plates,

sufficient nos. of hinged doors, handles with locking

arrangement and rubber gasket,heavy duty end terminal

connection,danger notice board,necessary ventilation,earthing

strip complete. The Panel shall be painted with epoxy powder

coating. (The rates excludes the cost of switchgears, bus bars,

inter connecting mains & Copper Aluminium strips, meters,

Fuses etc. The dimension shall be measured excluding base

beams) The panel shall be supplied with following approved

manufacturers with following size. locally fabricated panel

board. with 350 mm depth

187 Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured 25.00 Mtr. 126.25

copper cable 1.1 KV grade to be erected as directed of following

size. 2 core 2.5 Sq. mm

188 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable 60.00 Mtr. 264.62

multistrand Aluminium conductor for 1.1 KV. to be laid on

wall with necessary clamps or in existing trench / pipe of

following size of cables. 3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2

189 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable 85.00 Mtr. 341.38

multistrand Aluminium conductor for 1.1 KV. to be laid on

wall with necessary clamps or in existing trench / pipe of

following size of cables. (C) 3 1/2 core 50 Sq. mm ( 25 Sq.1/2

190 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured 150.00 Mtr. 151.50

cable multistrand / Solid Aluminium conductor for 1.1 KV. to

be laid on wall with necessary clamps or in existing trench /

pipe of following size of cables 4 core 6 Sq. mm

191 Providing and erecting FRLS-XLPE (IS:7098)(I)-88 ISI 150.00 Mtr. 229.27

armoured cable multistrand Aluminium conductor for 1.1 kV.

to be laid on wall with necessary clamps or in existing trench /

pipe of following size of cables. 4 core 25 Sq. mm

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192 Providing & laying approved make Double walled corrugated 125.00 Mtr. 62.62

pipes (DWC) of polyethylene(conforming to IS 14930 II )with

necessary connecting accessories of same material at required

depth in existing trench for laying of cable. below ground /

road surface for enclosing cable 50 mm Outer dia

193 Providing and, fixing heavy duty flange type brass cable gland 20.00 Nos. 38.38

with rubber ring for PVC insulated armoured cable complete

with out going tails, insulating tape etc for following size of

cables. 2 to 4 core 6 Sq. mm

194 Providing and, fixing heavy duty flange type brass cable gland 8.00 Nos. 51.51

with rubber ring for PVC insulated armoured cable complete

with out going tails, insulating tape etc for following size of

cables. 2 to 4 core 25 Sq. mm

195 Providing and, fixing heavy duty flange type brass double 22.00 Nos. 75.75

compression type cable gland with rubber ring for PVC

insulated armoured cable complete with out going tails,

insulating tape etc for following size of cables. 3 & 1/2 core

196 Solder less crimping type Aluminium lugs conforming to IS 600.00 Nos. 6.06

suitable for cable of following size evenly crimped with high

pressure tool & connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved manner. 1.5/

197 Solder less crimping type Aluminium lugs conforming to IS 8.00 Nos. 15.15

suitable for cable of following size evenly crimped with high

pressure tool & connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved manner.

198 Solder less crimping type Aluminium lugs conforming to IS 88.00 Nos. 20.20

suitable for cable of following size evenly crimped with high

pressure tool & connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved manner.

199 Providing & erecting Approved make Ceiling Fan with double 113.00 Nos. 1738.21

ball bearing ISI mark with condenser A.C.230V 50c/s.

mm. sweep complete, canopy erected on existing hook or

clamp with earthing [ Make shall be approved by Engineer in

200 Supplying and erecting 19 / 20 mm. nominal bore Medium 113.00 Mtr. 108.07

Class M.S. Pipe down rod erected duly painted for fan complete

with proper insulation without leakage and earthing.

201 Supplying & erecting fan hook box of 10 mm M.S. round bar 113.00 Nos. 108.07

bounded to the RCC bars up to 50mm length each side and

pierced through a 16 Gauge M.S. box / Heavy Duty PVC box

complete erected concealed in Ceiling with necessary finishing.

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202 Supplying & erecting approved make low noise decorative 11.00 Nos. 1366.53

exhaust fan having square frame ABS body with inbuilt lowers

& square frame. 200mm with 1350 RPM Cat.II Ca-II

203 Providing recess in wall or window frame suitable for erection 11.00 Nos. 189.88

of Exhaust fan complete with plastering and colour washing to

match the colour of the wall or window complete with

expanded metal in order to render the fitting in accessible and

the room water-proof.

204 Supplying & erecting approved make SMC press moulded 10.00 Nos. 476.72

composite FRP. loop-in, loop-out approx. 2mm thick box

complete with Bakelite connector strip 5way(3P+N+E),DIN rail

for mounting mob & hinged doors as per requirement having

locking arrangements with mounting clamp with nuts, bolts &

washers suitable for erection on pole with cable clamps& earth

bolt of following size of box. 150mm x 125mm x 100mm [deep]

205 Providing & erecting water cooler having storage capacity 150 4.00 Nos. 61482.74

Ltr. & cooling capacity 150 Ltr.per hour @ an ambient temp of

45˚ C. The outlet temp. of the water should drop by 15˚C within

a hour, The water cooler should be comprising of hermetically

sealed compressor, fan motor, condensing unit, water tank

surrounded by evaporating, coil, thermostats, relay

etc.complete with necessary inlet & outlet connection. The

body of water cooler will be made from Stainless Steel.

206 Supplying & erecting reverse osmosis (RO) water purification 4.00 Nos. 77891.20

system with M.S. powder coated pedestal frame, prefilter

housing carbon filter suitable buster DC pump, auto low & high

pressure switches with following size of LPH capacity &

erected as directed with one year comprehensive maintenance

guarantee. [D] 100 LPH with 3 phase Raw water pump of

500LPH @ 2.5kg/cm2 - (1N0 - Kirloskar /CRI/Lubi), Dual

media filter 10"x54" - (1 No), Micron cartridge filter 20" x 2.5" (

1No), High pressure pump 500LPH @ 10kg/cm2 - (1No -

Shimge /CRI /Lubi), RO Membrane housing with RO

membrane of 40*40 - (1No), RO pressure tube 4" x 1E - ( 1No),

0 - 1200LPH Rotameter -(2 Nos), with Recovery Rate 50%.

207 Supplying and erecting approved make panel mounting type 4.00 Nos. 1275.63

Digital Voltmeter having 3 digits LED display, 0 to 750 AC

Volts range erected on existing panel board with all

connection, wiring etc .with manufacturers calibration

certificate.

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208 Supplying and erecting approved make panel mounting type 4.00 Nos. 1558.43

Digital Ammeter having 3 digits LED display, external CT

operated, calibrated for 0 to 1000 Amps suitable to operate on

500 Volt AC , erected on existing panel board with all

connection, wiring etc. with manufacturers calibration

certificate.

for 3 phase AC Supply 500 V on existing panel board with

necessary connections.

210 Supplying and erecting approved make suitable panel indicator 12.00 Nos. 43.43

LED type lamp, lens cover, complete erected with necessary

connections.

211 Providing & erecting L.T. Current Transformer with bar 12.00 Nos. 274.72

primary 50/5 to 1000/5 ratio 15 VA burden erected in existing

CRCA box duly secured with insulating materials connected to

the meter.

212 Providing & erecting open well horizontal mono block pump 2.00 Nos. 20621.17

set with cast iron body, complete for three phase submersible

motor having. [D] For 5 HP 3 phase open well horizontal mono

block pump set suitable for 1350 LPM to 310 LPM @ 10 to

Mtr head suitable for 50/65 mm dia delivery pipe. Ca-II

213 Supplying & erecting approved make motor control cubical 2.00 Nos. 7250.79

panel [Star delta] made from 16G CRCA sheet duly epoxy

powder painted inside and outside with hinged doors and

locking with suitable size of ON - OFF isolator (AC 3 / 23 duty)

main fuses. Digital volt and current meter (in a single unit) with

micro controller based control unit and current sensing single

phasing preventer electronic overload protection, over voltage

(Programmable) protection and under voltage (Programmable)

protection, prod less dry run protection programming facility

for setting of all parameter like overload current, high voltage

limit, low voltage limit, dry run limit with digital indication on

seven segment LED display for any fault like over load, high

voltage, low voltage, dry running single crimped, electronic star

delta timer, feather touch start / stop push buttons to be

erected on angle iron frame. Grouted on wall the contactors

will be of L& T, Siemens, BCH make only) DOL up to 5.0 H.P.

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214 Supply, Installation, Testing & Commissioning of following size

of Grid Tied Solar Power Plant with

Solar Panels (ALMM approved): Frame Material : Anodized

Aluminum alloy Frame With Twin Wall Profile, Front Cover :

High Transmission Low-Iron Tempered Glass (AR Coated),

High efficency and positive power tolerance Pmax: 0/+5,

Module Efficiency should be approx. 19.5%-22%, Normal

operating temperature 45'C, Junction Box with Waterproof

IP67 & MC4 Compatible and Enclosed with Bypass diodes,

100% Electroluminescence test to ensure error free Modules,

Thep. temp. co-efficient of the PV module shall equal or better

than -0.45%/degree C. Solar PV modules of minimum fill factor

75% to be used. Unit Production:- More than 4.5 Unit /kw /day

(Actual)(1Year Avg) With 10 year Product warranty and

year Linear Power Warranty includes all mechanical and

electrical parameters of the Solar panel. Modules must be

complied to the DCR(Domestic content requirements). The

Ration of AC to DC is 5:6 for the Installation capacity which are

given in AC KW.

Solar Inverter: MPPT Range: MPPT Range: 80-1000 V , Max

efficiency: 97.5% - 98.9%, O/p Frequency: 50/60Hz, Operating

Altitude (m) ≤4000, O/p Power Factor: ~1, O/P THDi: <3%,

Operating Tempreture Range: -25~60°C, Integrated protection

of Inverter are Anti-islanding Protection, Input Reverse

Polarity Protection, Insulation Resistor Detection, Ground fault

protection, Residual Current Monitoring Unit, Output Over

Current Protection, Output Short Circuit Protection, Output

Over Voltage Protection, PV array string fault Protection.

Protection Degree: IP65, User Interface LCD & APP, Datalogger

& Communication: GPRS / Wi-Fi. ntegrated, Input Reverse

Polarity Protection Integrated, Insulation Resistor Detection

Integrated, Residual Current Monitoring Unit Integrated,

Output Over Current Protection Integrated, Output Short

Circuit Protection Integrated, Output Over Voltage Protection

Integrated, Protection Degree: IP65, User Interface LCD &

APP,Datalogger & Communication: GPRS / Wi-Fi, Module

Mounting Structure:

Item Rate In

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he mounting (Rectangular pipe / square pipe / circular pipe)

with requisite cross bars, nuts and bolts, etc. shall be Hot deep

galvanized with minimum 80micron coating. The Rectangular /

square /circular hollow pipe section used for the structure

should have a minimum thickness of 2.0 mm. other than above,

the material thickness should be minimum 2.5 mm. A

certificate of a structural engineer certifying the strength and

stability of the mounting structure to withstand the weight and

wind speed of 150 km/hour throughout the life span of

years of the system, shall be submitted by the vendors. Hot

Dipped Galvanized steel coils. suitable arrangement for base

plate for foundation , solar panel mounting, the structure

should be suitable for carry the load of solar panel,wiring,

sprinkler system etc. with necessary foundation work/wall

mount, j bolt, anchor fastner etc. the nut bolt used for

installtion of stucture should be (SS 304) quality.The ground

clearance of the bottom most edge of solar panel shall not be

less than 300 mm to 1200 mm or as per site’s

technical/feasibility requirement.

a. Column –The minimum section (thickness) should be

b. Rafter - The minimum section (thickness) should be

c. Purlin - The minimum section (thickness) should be 40MM *

40MM Balane of System with necessary Swichgears (Suitabel

size and protection of ACDB & DCDB), inter connecting wiring,

earthing system as per the CEIG drawing approval, lightining

arrester system as per the CEIG drawing approval, all liasoning

work withSolar

Grid Tied various gov.System:

Power dipartment

25 kWstate

- phase) 25.00 Per KW 42455.35

Item Rate In

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215 [1] GEAR LESS LIFT DRIVE (MRL) comprising of High Starting 1.00 Nos. 1727117.17

torque Lift 3 phase 440 V A. C. Permanent Magnet Synchronous

motor of proper rating with high efficiency shall be used.[2]

Micro processor based / PLC, ACVVVF, vector control drive

with encoder feedback closed loop system shall be used for lift

operation hall call demand response, UP/DOWN hall stops,

Main, Up/ Down Contactor with overload and phase reversal

relay and safety controls. [3] Car with M S platform with

bracings of adequate size and to sustain the impact load cabin +

passenger with safety factor of fire for steel and side panels of

Stainless steel of sheet of grade 304 duty. Car ceiling will be S.S.

finishes with aesthetic appearance with LED ceiling lights. Car

flooring shall be of s/s 304 chaker plate design sugeested of

engineer in charge. of engineer in charge. Car doors shall be of

stainless steel grade 304, hairline finish with centre opening /

telescopic automatic doors. Car panel will also be S.S.

finished with emergency stop device, mechanical door safety

device, facility of auto/ attended mode. All car panel buttons

and all floor switches must be with brail language as per lift act.

[4] All landing doors must be fire rated for 2 hour shall be fully

automatic centre opening/ telescopic opening made of hairline

finish steel grade of 304 with key holes and infrared curtains

with Unlocking facility from outside

[5] Appropriate battery operated emergency light in the car

along with alarm switch shall be provided. Also, Emergency

Light & Fan should start immediately without any Time Delay

as soon as power fails.

[6] Digital scrolling indicator system for up-down arrow along

with floor position indicator shall be provided inside the car

and at all floors.

[7] Full height infra red curtain with multiple cross / crossing

light beams shall be provided.

[8] Automatic Rescue Device (ARD) shall be provided

accordingly of passenger capacity with Manual Rescue

Operation ( Manual Cranking Facility).

[9] Audio visual indication in the lift car showing over loading

shall be provided such that doors kept open till excess load is

removed. [10] Spring buffers/PU Buffers shall be provided.

[11] Car fan as per passenger capacity with automatic sleep

timer shall be provided.

[12] Voice annunciator with suitable music shall be provided in

[13] Self diagnostics system for operational and safety

parameters shall be provided in control panel.

[14] Mechanical over speed governor with governor calibration

as per actual site parameters and submission of calibration

certificate submission, door key holes in the floor doors,

fireman switch shall be provided.

[15] Lift machine hoisting arrangement in the lift machine

room and monkey ladder for lift pit should be provided by the

lift agency, along with the other steel structure works,

foundations for the machine etc…

[16] In the hoist way fascia plate shall be provided without any

extra cost, where ever required as / if directed by engineer in

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([17] Permanent wiring with necessary safety devices like

RCCB in all circuit, Over Voltage Under Voltage protection and

THD eliminator in circuit for lift machine room and lift well

with proper numbers of light points, with fixtures, exhaust fan

and plug points shall be provided by the agency. Only 3 phase

Power Supply shall be made available by department in lift

machine room. Necessary Earthing as per Lift Act/Rules shall

be arranged by Lift Agency.

[18] Any civil/ electrical works for additional and alteration in

lift shaft and machine room related to erection of lift shall be

made by lift agency without any extra cost. (granite/marble

fixing around all landing door openings are not in lift agency’s

[19] Agency has to provide all working drawings and

documents and liaison services for obtaining all necessary

permission from lift inspector and other authorities. [20]

acrylic transparent licence/display A4 size holder in lift car

[20A] As per statutory requirement of Govt. Of Gujarat lift &

escalator act 2000, lift agency has to provide

1. Car top safety barricade

2. Push & talk communication system.

3. Fireman's switch operation at Ground Floor.

4.carrying out third party lift inspection during/after lift

erection and provide report by third party authorized by

concern licensing authority 5.agency has to provide third

party insurance upto completion of free maintenance period

and submit the document for the same.

[21] Car Panel Operating Buttons with floor position

indicator/buttons must be of Auto Glow type clearly visible

when view from inside cabin.

[22] For Physically Handicapped person Full Length Handrails

of hairline finish steel grade of 304 should be provided at

appropriate height on the Rear & Side Wall Panels in Lift Car.

[23] With Necessary KVA rating voltage controlled Stabilizer

suitable for your controller, drive and all equipments of lift.

[24] Necessary rating of DP Elcb and FP Elcb required for lift is

in scope of work which rating is sugested by CEICED

Department (electrical Inspector)

(B) SPECIAL FEATURES DESCRIPTION OF LIFTS for PREMIUM

1. Advanced control system dual 64 bit embedded

microprocessor with CANBUS Serial Communication mode

including Regenerative power efficient operation,on site

programming facility, Anti nuisance, Pte-opening, BMS/RMS

with necessary online real time monitoring system having

necessary connectivity for remote monitoring & other suitable

supporting hardware & software devices to fulfil the purpose.

2. Floor Indication LCD Display with call registration & brail

mark with arrival gong and hall lantern & TFT Screen in the car

with MP3 Voice Announcer. 3. CAR Panel should be Scratch

resistive SS Moonrock finish / Hair Line / Honeycomb for car

and all Doors, All landing doors must have fire rating up to

hours and car door must have multi-level crisscross beam door

protection.

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4. To & fro communication system & wiring (i.e. car , control

room & guard room) and Each elevator are equipped with

remote monitoring system.agency has to provide mobile app

and user id and password for monitoring.

8 / 10 Passengers, Ground plus 3 upper floor with Rated

Speed of 1.0 m/sec., With General PLUS ADDITIONAL SPECIAL

FEATURES attached herewith. Prem. Cat.

Total Rs.

I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in figures and words)

of the estimated rate mentioned above. Amount of my /our

Tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

1 Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change

4 as per actual mix design the cost of difference of cement consumption have been deducted from the rate of original

item at the rate of input rate mentioned in all the tender.

The Contractor will have to submit the all required mix design at his own cost before execution as directed and to be

5 approved from the Engineer in charge.

Deputy Executive Engineer Executive Engineer

District (R&B) Sub-Division District (R & B) Division

Chhotaudepur Chhotaudepur