Construction of Soil Testing Laboratory at Chhotaudepur Ta. & Dist. Chhotaudepur

No. figures

1 Excavation for foundation upto 1.50 mt depth including sorting out and 920.00 Cum 125.86

stacking of useful materials and disposing the excavated stuff within all lead

and lift for all sorts of soil.

2 Excavation for foundation from 1.50 mt to 3.00 mt. depth including sorting 614.00 Cum 174.56

out and stacking of useful materials and disposing the excavated stuff within

all lead and lift for all sorts of soil.

3 Filling in foundation and plinth with sand in layers of 20 cm thickness 105.00 Cum 489.28

including watering, ramming and consolidating etc. complete with all lead and

4 Filling available excavated earth (excluding rock) in trenches plinth side of 820.00 Cum 137.47

foundation etc. in layer not exceeding 20 cm in depth consolidation each

deposited layer by ramming and watering etc. complete.

thickness including watering, ramming and consolidation etc. complete with

all lead and lift.

6 Anti Termite System :- Providing and laying of permanent piping technology 528.00 Sq.m. 134.33

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

Compensation chip every 30 cm interval in the tube, having working pressure

of 2 kg/cm 2 and release rate of 1.9 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 2 to

mtr. c/c distance (adjustable as per building layout) & ends of loop pass

through a PVC Elbow of minimum 32 mm ID at junction box of wall and floor

level, entering into a steel reinforced grooved flexible pipe mini.22 mm LD

leading into junction box and during injecting chemicals for termite control

treatment. The anti-termite chemical Imidcloprid 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 2 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 warranty.

7 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 27.00 Cum 3106.67

machine cut stone aggregate 40 mm nominal size) and curing complete

including cost of form work in foundation and plinth.

8 Providing and laying controlled cement concrete M-150 and curing complete 117.00 Cum 4123.15

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Foundations, footings, base of columns, plinth

slab and mass concrete.

9 Providing and laying controlled cement concrete M-250 and curing complete 193.50 Cum 4554.19

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Foundations, footings & mass concrete.

10 Providing and laying controlled cement concrete M-250 and curing complete 22.00 Cum 7388.45

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Columns upto plinth level.

11 Providing and laying controlled cement concrete M-200 and curing complete 52.00 Cum 7316.34

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Columns upto floor two level.

12 Providing and laying controlled cement concrete M-200 and curing complete 18.00 Cum 7356.75

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Columns for Second floor.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

13 Providing and laying controlled cement concrete M-200 and curing complete 9.00 Cum 7397.16

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Columns for Third floor.

14 Providing and laying controlled cement concrete M-250 and curing complete 80.00 Cum 6220.79

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Ground and plinth beams.

15 Providing and laying controlled cement concrete M-200 and curing complete 88.00 Cum 5593.78

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Plinth Slab.

16 Providing and laying controlled cement concrete M-200 and curing complete 125.00 Cum 6158.89

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in floor two level beams.

17 Providing and laying controlled cement concrete M-200 and curing complete 61.00 Cum 6199.30

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Second floor beams.

18 Providing and laying controlled cement concrete M-200 and curing complete 9.00 Cum 6239.71

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Third floor beams.

19 Providing and laying controlled cement concrete M-200 and curing complete 7.50 Cum 6350.99

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Chhajja / Loft for floor two level.

20 Providing and laying controlled cement concrete M-200 and curing complete 3.40 Cum 6391.40

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Chhajja / Loft for Second floor.

21 Providing and laying controlled cement concrete M-200 and curing complete 0.60 Cum 6431.81

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Chhajja / Loft for Third floor.

22 Providing and laying controlled cement concrete M-200 and curing complete 5.40 Cum 7520.97

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Lintel for floor two level.

23 Providing and laying controlled cement concrete M-200 and curing complete 2.20 Cum 7561.38

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Lintel for Second floor.

24 Providing and laying controlled cement concrete M-200 and curing complete 0.30 Cum 7601.79

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Lintel for Third floor.

25 Providing and laying controlled cement concrete M-200 and curing complete 142.00 Cum 6688.22

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in floor two level slab.

26 Providing and laying controlled cement concrete M-200 and curing complete 70.00 Cum 6728.63

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Second floor slab.

27 Providing and laying controlled cement concrete M-200 and curing complete 8.00 Cum 6769.04

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Third floor slab.

28 Providing and laying controlled cement concrete M-200 and curing complete 24.00 Cum 8408.83

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Staircases for Ground floor to Second floor.

29 Providing and laying controlled cement concrete M-200 and curing complete 10.00 Cum 8449.24

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Staircases for Second floor to Third floor.

30 Providing and laying controlled cement concrete M-200 and curing complete 8.40 Cum 6407.80

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Coping on floor two level.

31 Providing and laying controlled cement concrete M-200 and curing complete 0.60 Cum 6448.21

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Coping on Second floor.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

32 Providing and laying controlled cement concrete M-200 and curing complete 4.50 Cum 6488.62

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Coping on Third floor.

33 Providing I.S.I. Mark T.M.T. bar Fe-500D bar reinforcement for R.C.C. work 111226.00 Kg. 77.57

including bending, binding and placing in position complete for all floor level.

34 Providing and fixing 90 cm height Stainless steel railing made from anti 105.00 Rmt. 3626.51

corrosive 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 equal distance fixed by 18.75 mm dia (16 gauge)

S.S. pipe with baluster including accessories as per detailed drawing as

directed etc. complete.

35 Providing, laying and fixing 45 cm Height M.S. Railing made from 27.00 Rmt. 811.43

anticorrosive up of RCC parapet wall on fixing hand railing 50 mm dia S.S.

304 grade (16 Gauge) M.S. round hollow pipe horizontal 3 Nos and 35mm

dia. vertical connection pipe 3 No. with all material, labour charge and

accessories as per requirement as directed by Engineer-in-charge etc.

36 Providing and laying brick work using common burnt clay building 71.00 Cum 4279.98

conventional type bricks having crushing strength not less than

Kg./Sq.cm. in foundation and plinth in cement mortar 1:5 (1 cement : 5 fine

sand) for below plinth including the cost of all materials and labour charges

etc. complete.

37 Providing and laying brick work using common burnt clay building 307.00 Cum 4568.40

conventional type 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) for

floor two level including the cost of all materials and labour charges etc.

38 Providing and laying brick work using common burnt clay building 89.00 Cum 4611.49

conventional type 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) for

Second Floor including the cost of all materials and labour charges etc.

39 Providing and laying brick work using common burnt clay building 50.00 Cum 4654.57

conventional type 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) for

Third Floor including the cost of all materials and labour charges etc.

40 Providing and laying half brick work using common burnt clay building 217.00 Sq.m. 696.50

conventional type bricks having crushing strength not less than 35 Kg/Sq.cm

in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth in

super structure for floor two level including the cost of all materials and

labour charges etc. complete.

41 Providing and laying half brick work using common burnt clay building 108.00 Sq.m. 702.90

conventional type bricks having crushing strength not less than 35 Kg/Sq.cm

in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth in

super structure for Second floor including the cost of all materials and labour

charges etc. complete.

42 Providing and fixing 150 mm wide, approved quality chicken wire mesh at 1441.00 Sq.m. 295.12

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.

43 Providing 20 mm thick double coat mala cement plaster on interior brick / 2690.00 Sq.m. 296.77

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

mm thick top coat of cement mortar 1:2 (1 cement : 2 coarse sand) finished

with trowel including scaffolding, curing, 10 x 10 mm grooves etc. complete

for floor two level.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

44 Providing 20 mm thick double coat mala cement plaster on interior brick / 782.00 Sq.m. 324.65

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

mm thick top coat of cement mortar 1:2 (1 cement : 2 coarse sand) finished

with trowel including scaffolding, curing, 10 x 10 mm grooves etc. complete

for Second floor.

45 Providing 20 mm thick double coat mala cement plaster on interior brick / 271.00 Sq.m. 352.54

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

mm thick top coat of cement mortar 1:2 (1 cement : 2 coarse sand) finished

with trowel including scaffolding, curing, 10 x 10 mm grooves etc. complete

for Third floor.

46 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 1212.00 Sq.m. 162.12

and soffits of stairs and finished even and smooth in cement mortar 1:4 (1

cement : 4 sand) including mala troweled finish etc. complete for floor two

47 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 596.00 Sq.m. 186.58

and soffits of stairs and finished even and smooth in cement mortar 1:4 (1

cement : 4 sand) including mala troweled finish etc. complete for Second

48 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 60.00 Sq.m. 211.04

and soffits of stairs and finished even and smooth in cement mortar 1:4 (1

cement : 4 sand) including mala troweled finish etc. complete for Third floor.

49 Providing 20mm thick sand faced cement plaster with 18 x 8 mm grooves as 1957.00 Sq.m. 407.94

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 approved by the architect or directed engineer in-charge

50 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 224.00 Rmt. 44.07

51 Applying two coats of acrylic lappy - putty & two coats of primer of approved 5349.00 Sq.m. 40.59

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 for all floors.

52 Wall painting (three coats) with plastic emulsion paint of approved brand and 3470.00 Sq.m. 128.38

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.

53 Painting (three coats) with plastic emulsion paint of approved brand and 1879.00 Sq.m. 134.04

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.

54 Wall Painting (two coats) with weather proof 100% acrylic emulsion paint of 1952.00 Sq.m. 122.14

approved brand and manufacture and of required shade on exterior wall

surface to give an even shade over and including primary coat with alkali

resistance primer of approved brand after thoroughly brushing surface to

remove all dust and remains of loose powdered material etc. complete for all

55 Providing and filling with good quality cinder (steam coal) as directed by 34.00 Cum 523.18

Engineer in charge in sunks in layers of 15cm thick including watering,

placing, ramming well etc. as directed for all floors.

56 Providing water proofing treatment on sunk slab including cement concrete 250.00 Sq.m. 373.60

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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

57 Providing and laying water proofing treatment with china mosaic tiles flooring 472.00 Sq.m. 1164.53

over avg 50 mm C.C. 1:2:4 bedding for maintaining slope for plain and curve

surface & 12 mm to 20 mm of broken piece not more than 2.5 cm 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 use as 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.

58 Providing plinth protection to building including excavation in ordinary soil and 150.00 Sq.m. 2209.68

laying cement concrete 1:3:6 using stone aggregates of 40mm nominal size

in foundation layer 100 mm thick below precast rubber dye inter locking

concrete block 60mm thick with grade of concrete M-200 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 precast concrete kerb stone

of grey cement based concrete block 30cm length, 30cm height and 15cm

thick of M-250 grade concrete as per approved design and including

excavation for fixing in proper line and level, filling the joint with C.M. 1:3 (1

cement : 3 fine sand) etc. complete.

59 Providing and fixing window having extruded aluminum colour powder coated 110.00 Sq.m. 1591.87

section frame main outer size 95mm x 24mm x 1.17mm @ wt.of

Kg/mt, horizontal three track member size 92mm x 31.75mm x 1.30mm,@

Wt.1.07 Kg/mt, vertical member of size 92mm x 31.75mm x 1.50mm @ Wt.

1.06 Kg/mt with sliding shutters of horizontal member size 40 mmx18mm

x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size 40mm x 18mm x

1.29 mm @ wt.of 0.456 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 all floors.

60 Providing and fixing in position standard extruded approved colour anodized 18.00 Sq.m. 3113.83

Aluminum Ventilator as per design with outer frame 65 x 25 x 1.95 mm (@

Wt 1.094 kg/Rmt) with 5mm thick Ground glass louvers glass fixed to

alluminium strip blade with mosquito net including fixtures, fastening, labours

and equipments as per detailed drawing as directed for Ventilators.

61 Providing and fixing 35 mm thick solid core type-I single flush door shuttered 65.00 Sq.m. 5319.67

having factory made & stamped I.S. 12823 grade-I three layered resin

flushed door having decorative lamination on both sides & 12 mm thick teak

wood beading fixed around the door including melamine polished at edges,

fixing by zinc coated hinges for durable grip including 15cm long stainless

steel handle, Aldrop, stopper and necessary locking system, S.S. fixtures &

fastenings etc. directed by engineer in charge. The door from “NOVAPAN”

OR equivalent company holding licence for minimum 5 years.

62 Providing and fixing 35 mm thick solid core type-I double flush door shuttered 24.00 Sq.m. 4770.23

having factory made & stamped I.S. 12823 grade-I three layered resin

flushed door having decorative lamination on both sides & 12 mm thick teak

wood beading fixed around the door including melamine polished at edges,

fixing by zinc coated hinges for durable grip including 15cm long stainless

steel handle, Aldrop, stopper and necessary locking system, S.S. fixtures &

fastenings etc. directed by engineer in charge. The door from “NOVAPAN”

OR equivalent company holding licence for minimum 5 years.

63 Providing and fixing FRP frame size 125 x 65 mm and 35mm thick FRP 36.00 Sq.m. 2019.98

shutter with wood grain raised paneled 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 done in situ alongwith

embedded wooden pieces for stiffening & also taking hinges & fixtures. 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 & fastenings.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

64 Providing and laying 600 x 600 x 100 mm thick Soluble Salt Vitrified flooring 348.00 Sq.m. 1417.03

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.

65 Providing and fixing 100 mm high skirting with 600 × 600 × 75 mm Soluble 22.00 Sq.m. 1576.61

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-

66 Providing and laying machine cut, free edges, machine polished Granite 224.00 Sq.m. 2404.20

stone 15mm - 18mm thick finished treads and risers with 1cm projecting,

nozing rounded moulding in tread laid over 20 mm (av.) thick of cement

mortar 1:6 (1 cement : 6 coarse sand) on treads and 10mm thick C.M. 1:3 on

risers jointed with grey or colour cement slurry including rubbing and

polishing including making Three Nos. of grooves of size 3mm x 3mm along

the length of treads etc. complete.

67 Providing and laying Porcelene tiles 60 x 60 cm size 6 mm thick in flooring 66.00 Sq.m. 1168.57

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 etc.

completed.

68 Providing and laying matt finished Anti skid ceramic tiles 6mm thick in 116.00 Sq.m. 1017.30

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

69 Providing and laying coloured glazed tiles of the size 300 mm x 200mm x 8 382.00 Sq.m. 1523.67

mm / 300 mm x 450mm x 8 mm / 300 mm x 600mm x 8 mm in skirting,

risers of steps and dedo on 10 mm. thick cement plaster 1:3 (1 cement :

coarse sand) & jointed with white cement slurry.

70 Providing and laying machine cut mirror polished Kota stone slab flooring 757.00 Sq.m. 1019.39

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

including rubbing and polishing etc. complete. (A) 25mm thick

71 Providing and laying polished kota stone slab 25mm thick in risers of steps, 36.00 Sq.m. 1205.60

skirting, dedo and pillars laid on 10mm thick cement mortar 1:3 (1 cement :

coarse sand) and jointed with gray cement slurry mixed with pigment to

match the shade of slab including rubbing and polishing etc. complete.

72 Providing and fixing polished 18 mm thick black granite with full round edge 11.00 Sq.m. 2651.25

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.

73 Providing and fixing mirror polished Green Marble slab 18 mm to 20mm thick 227.00 Sq.m. 2014.95

with full round edge and polished of approved quality in cladding on sill and

around the doors / windows / ventilation with 12 mm thick cement mortar

C.M. (1:4) and fixing with cement slurry & adhesive including moulding of

exposed edges as directed by engineering in charge etc. complete.

74 Providing and fixing Safety grills of required pattern for windows / Door using 2552.00 Kg. 116.15

necessary 16 x 16 mm M.S. square bar, M.S. flats and other structural steel

at required spacing including cutting, welding and fabrication etc. including

one coat of primer of approved quality and two coats of oil painting as per

detail drawing etc. complete.

75 Providing, erecting and fixing I.S.I. mark double coated water tank of 10000.00 Litre 3.95

required capacity each with all necessary fittings and connection etc.

complete on terrace as directed.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

76 Providing, laying and jointing in true line and level I.S.I. mark 50mm dia. 95.00 Rmt. 195.67

U.P.V.C (Sch-40) for cold water including fitting as approved by Engineer in

charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c shall be concealed or open as directed including necessary fitting etc.

including testing of pipe and joints and fixing the same with adhesive solvent

including cost of all materials.

77 Providing, laying and jointing in true line and level I.S.I. mark 40mm dia. 220.00 Rmt. 148.12

U.P.V.C (Sch-40) for cold water including fitting as approved by Engineer in

charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c shall be concealed or open as directed including necessary fitting etc.

including testing of pipe and joints and fixing the same with adhesive solvent

including cost of all materials.

78 Providing, laying and jointing in true line and level I.S.I. mark 25mm dia. 230.00 Rmt. 91.84

U.P.V.C (Sch-40) for cold water including fitting as approved by Engineer in

charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c shall be concealed or open as directed including necessary fitting etc.

including testing of pipe and joints and fixing the same with adhesive solvent

including cost of all materials.

79 Providing, laying and jointing in true line and level I.S.I. mark 15mm dia. 90.00 Rmt. 72.65

U.P.V.C (Sch-40) for cold water including fitting as approved by Engineer in

charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c shall be concealed or open as directed including necessary fitting etc.

including testing of pipe and joints and fixing the same with adhesive solvent

including cost of all materials.

80 Providing, laying and jointing in true line and level I.S.I. mark 160mm dia. 75.00 Rmt. 834.38

U.P.V.C. pipe (Type B) confirming to IS 13592-1992 with one end plain and

other end socketed with rubbering & 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 of

the size 160 mm diameter x 210 mm length x 196 mm height at every

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.

81 Providing, laying and jointing in true line and level I.S.I. mark 110mm dia. 183.00 Rmt. 897.79

U.P.V.C. pipe (Type B) confirming to IS 13592-1992 with one end plain and

other end socketed with rubbering & 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 of

the size 110 mm diameter x 149 mm length x 145 mm height at every

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.

82 Providing, laying and jointing in true line and level I.S.I. mark 75mm dia. 60.00 Rmt. 777.10

U.P.V.C. SWR Type B pipe confirming 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 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.

83 Providing and fixing in position PVC SWR cowl vent to pipes (C) 75mm dia. 4.00 No. 16.16

as directed.

84 Providing and fixing in position PVC SWR cowl vent to pipes (B) 110mm dia. 17.00 No. 29.29

as directed.

85 Providing and fixing PVC SWR Nahni trap IS-14735 for drain - 100 mm 36.00 No. 600.23

diameter with jali of the following nominal diameter of self cleaning design

with C.I. screwed down or hinged grating including the cost of cutting and

making good the walls.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

86 Providing and fixing wash down water closet (European type W.C. pan) with 15.00 No. 2791.64

integral P and S trap including jointing the trap with soil pipe in cement

mortar 1:1 (1 cement : 1 sand) including providing and fixing plastic seat

cover for wash down W.C. with C.P. brass hinges and rubber buffers back

plastic seat and including providing and fixing PVC flushing tank with a pair

of C.I. or M.S. bracket with complete fitting such as lead valve siphon 15 mm

dia brass ball valve with polythene float C.P. 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

china for all floors.

87 Providing and fixing stainless steel grab 22 cm x 60 cm for handicapped toilet. 3.00 No. 1492.78

88 Providing and fixing Angle cock with wall flange crome finished brass (i) 20.00 No. 858.50

89 Providing and fixing ball cock of approved quality as directed. (A) Copper 2.00 No. 189.84

Metal (iv) 50mm dia.

90 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 15.00 No. 1649.86

brackets painted white including rubber plug, cutting 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., M.I. fisher union for washbasin or sink

(A) 32mm dia. (A) Vitreous china (ii) Flat back washbasin 550 mm x 400mm

size. (i) In white colour.

91 Providing and fixing 600mm x 450mm beveled edge mirror of superior glass 15.00 No. 859.41

mounted on 6mm the A.C. sheet or plywood sheet & fixing to wooden plugs

with C.P. brass screws and washers.

92 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets 12.00 No. 616.42

fixed to wooden plugs with C.P. brass screws (B) 600mm x 20 mm size.

93 Providing and fixing screw down bib taps of following size. (A) Brass screw 40.00 No. 214.81

down bib tap polished bright. (ii) 20mm dia. as directed by Engineer in

94 Providing and fixing pillar tap, capstan head, screw down high pressure with 15.00 No. 308.73

screws, shanks and back nuts. (i) 15mm dia. as directed by Engineer in

95 Providing and fixing chromium plated brass half turn flush cock of approved 15.00 No. 263.77

quality including fixing in pipe line etc. complete (ii) 25mm dia. as directed by

Engineer in charge.

96 Providing and laying (to level or slopes) and jointing reinforced concrete light 203.00 Rmt. 678.03

duty non pressure pipes I.S. Class NP-2 of the following internal diameter

with collars and butt ends prepared for collar joints including testing of joints

complete. (D) 300mm dia.

97 Providing and fixing S.W. Gully trap with C.I. grating brick masonry chamber 15.00 No. 1246.92

and water tight C.I. cover with frame of 300 x 300 mm size (inside) with

standard weight (i) square mouth traps (B) 150 mm x 100 mm size P or R

98 Constructing brick masonary chamber for underground C.I. Inspection 24.00 No. 3223.93

chamber and bends with bricks having crushing strength not less than 35 Kg.

Cm2 in C.M. 1:5 precast RCC cover 455mm x 610mm internal dimensions

with frame (R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand :

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

dimension 455mm x 610 mm and 450mm deep for single pipe line.

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Description of Item Qty. Unit Amount

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99 Constructing brick masonry chamber for underground C.I. Inspection 14.00 No. 3933.95

chamber and bends with bricks having crushing strength not less than 35 Kg.

cm2 in C.M. 1:5 precast RCC cover 500mmx 700mm internal dimensions

with frame (R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand :

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 500mm x 700mm and 450mm deep for single pipe line.

100 Extra over items for every additional depth of 0.1 m or part thereof beyond 10.00 No. 242.39

450mm depth for brick masonary chamber (i) for 455mm x 610mm.

101 Extra over items for every additional depth of 0.1 m or part thereof beyond 10.00 No. 264.86

450mm depth for brick masonary chamber (ii) for 500mm x 700mm.

102 Providing and fixing G.I. ladder of required pattern with G.I. flats (30 x 3mm) 300.00 Kg. 95.95

or round or square bars (12mm) at required spacing & with round headed

bolts and nuts or screws or welding including primer coat or approved quality

and two coat of oil paint as directed by Engineer in charge.

103 Providing, fixing and construction of sandwich type 18 mm thick one side 44.00 Sq.m. 6715.49

polished granite stone of uniform size and colour for kitchen / pantry /

counter / laboratory, shelves etc. in floor, dedo or facia upto 100 mm wide

including necessary cement mortar bedding in cement mortar 1:2 of required

thickness. Granite stone shall be fixed over 25 mm thick polished kota

bottom, cement joints and pointing as specified with necessary making of

edges, polishing curing daily mopping with water and kerosene as directed

for atleast 15 days or upto the satisfaction as per directed by Architect or

Engineer-in-charge etc. complete for all floor.

104 Providing & fixing in position 300 mm high, 300mm wide English / Gujarati 75.00 No. 707.00

letters made from 1.0 mm thick stainless steel sheet as directed by engineer

in charge with all necessary tools and plants etc. complete.

105 Providing and fixing in position 150 mm high, English letters made from 1.0 75.00 No. 404.00

mm thick stainless steel sheet as directed by Engineer in charge with all

necessary tools & plants etc. complete.

106 Providing and fixing 114mm wide G.I. sheets louvers having weight not less 29.00 Sq.m. 4548.03

than 490 gm/mt. roll formed to create 84mm wide louver snap fixed on

special shaped G.I. channel, fix louvers & channels shall be finished with

powder coating of 55 micron (1) 0.55mm thick sheet etc. complete as per

detail drawing as directed.

107 Providing and fixing S.S. Sink Godrej ASS 304 grade x 1 mm thick with 4.00 No. 2744.37

overall size 610 x 460 mm & bowl size 560 x 410 x 200 with single hole for

pillar tap fixing in sandwich platform including cutting holes and making good

the same, necessary fixtures, connections and waste pipes etc. complete.

108 Providing and fixing eco-friendly light weight calcium silicate false ceiling tiles 708.00 Sq.m. 1674.15

having Tegular edge & 15 mm thick Densified edges on the Tile Periphery for

extra strength. The Light weight calcium silicate ceiling tiles shall have , light

reflection 85% non-combustible as per B.S. 476 part IV, 100% humidity

resistance and also having thermal conductivity 0.043° w/m KC for the best

thermal Insulation. The Light weight calcium Silicate tile shall be of approved

texture Fine fissured/ Spintone / Cosmos having NRC value of 0.5 & Globe

having NRC value of 0.75 NRC or equivalent of size 595 x 595 mm to be laid

on true horizontal level suspended inter locking metal grid of hot dipped

galvanized steel sections (galvanizing @120 grams per sqm including both

side) consisting of main ‘T’ runner suitably spaced at joints to get required

length and size of 24 x 38mm made from 0.30 mm thick (minimum) sheet,

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Description of Item Qty. Unit Amount

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1200mm centre to centre, and cross ‘T’ of size 24 x 28mm made out of

0.33mm (Minimum) sheet spaced 1200mm along spaced between main ‘T’

at 600mm centre to centre to form agrid of 1200 x 600mm and secondary

cross ’T’ of length 600mm and size 24 x 28mm made of 0.30 mm thick

(Minimum) sheet to be interlocked at middle of the 1200 x 600mm panel to

form grid of size 600 x 600mm resting on periphery walls / partitions on a

perimeter wall angle pre-coated steel of size (24 x 24 x 3000mm made of

0.40mm thick (minimum) sheet with the help of rawl plugs at 450mm centre

to centre with 25mm long dry wall screws @ 230mm interval and laying

15mm thick densified edges light weight calcium silicate ceiling tiles of

approved texture (Fine fissured / Cosmos / Spintone) in the grid including

cutting / making opening for services like diffusers, grills, light fittings,

fixtures, smoke detectors etc., whenever required, Main 'T' runners to be

suspended from ceiling

using G.I. slotted cleats of size 25 x 35 x 1.6mm fixed to ceiling with 12.5mm

dia. and 50mm long dash fasteners, 4mm G.I. adjustable rods with

galvanized steel evel clips of size 85 x 30 x 0.8mm, spaced at 1200mm

center to centre long main 'T' bottom exposed with 24mm of all T-sections

and also provide additional frame work and suspended G.I. support as

required height shall be pre-painted with polyester baked paint, for all

heights, as per specifications, drawings and as directed by engineer-in-

charge. Note :- Only calcium silicate false ceiling area will be measured from

wall to wall. No dedication shall be made for exposed frames / opening (cut

outs) having area less than 0.30sqm. The calcium silicate ceiling tiles shall

fissured / Spintone / Cosmos and 0.75 NRC for Globe, light reflection 85%

non-combustible as per B.S. 476 part IV, 100% humidity resistance and also

having thermal conductivity. 0.043 w/m KC for the best thermal Insulation.

109 Providing and fixing 15 mm thick 300 mm x 300 mm Tactile Warning Tiles 275.00 Sq.m. 1210.38

(Attention Tiles i.e. Tactile Warning Surface Indicator (TWSI)}) of Johnsan

Endura Tac Button Yellow Plus or equivalent 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. These 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

110 Providing and fixing a set of wall mounted 38 mm dia. U shaped horizontal 3.00 Set 2671.45

stainless steel collapsible grab bar 38mm vertical stainless steel fixed grab

rail of grade SS 304 mm round pipe supported and 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

111 Providing and fixing acrylic multilingual Braille (raised dots) DIRECTIONAL 25.00 No. 1800.33

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.

112 Providing and fixing Braile Indicator of size 170 mm x 35mm for hand rails of 60.00 Rmt. 842.14

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 the Engineer -in-

113 Providing and fixing of conspectus tape 50mm width on of treads in staircase 299.00 Rmt. 134.33

including cutting pasting etc. as per harmonised guidelines complete in all

respect to the entire satisfaction of engineer in charge.

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114 Providing and fixing Urinal of approved quality including connection with trap 12.00 No. 1674.15

and with integral longitudinal flush pipe.(A) Squatting plate pattern white

earthenware 550mm x 300mm.

115 Providing and fixing to wall, ceiling and floor 10.0 kgF/cm2 working pressure 150.00 Rmt. 339.05

polythelene pipes of the following out side low density, complete with special

flange compression type fittings wall clamps etc. including making good the

wall, ceiling and floor (G) 110mm dia.

116 Providing and fixing to wall, ceiling and floor 10.0 kgF/cm2 working pressure 10.00 Rmt. 696.90

polythelene pipes of the following out side low density, complete with special

flange compression type fittings wall clamps etc. including making good the

wall, ceiling and floor (H) 160mm dia.

117 Providing junction for rain water junction chamber of size 0.60 x 0.60 x 0.75m 14.00 No. 9112.22

with excavation of size 1.96 x 1.96 m & 0.15m thick C.C.1:2:4 bed concrete

including brick masonary wall in C.M. 1:6 of 0.75m height & 0.23m thick with

15mm thick cement plaster inside & outside & 1.06 x 1.06 RCC (1:2:4) slab

of thickness 0.15m with CRS steel and 0.60m x 0.45m cast iron manhole

cover with frame weight not less than 35 kg as per directed by Engineer-in-

118 Providing Filter chamber of brick work in C:M 1:6 of size 2.06m x 1.20m x 1.00 No. 15564.10

1.20m & excavation dimension of 2.66m x 1.81 x 1.35m 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) & B.T. metal

40mm & sand as per directed by Engineer-in-charge

119 Providing Recharging pit of size 2.0m dia. & 2.0m depth of water logging with 1.00 No. 7986.07

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) & B.T. metal 40mm & filling brick as directed by Engineer-in-

120 Constructing brick masonry chamber for underground C.I. Inspection 4.00 No. 7180.44

chamber and bends with bricks having crushing strength not less than 35 Kg.

Cm2 in C.M. 1:5 C.I. cover with frame (light duty) 455mm x 610mm internal

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 slab 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.

121 Providing, laying to line, level and slopes, jointing and testing of 150 mm dia. 110.00 Rmt. 531.19

salt glazed stoneware pipes with stiff mixture of cement mortar in proportion

1:1 including providing and laying cement concrete 1:5:10 bedding using

mm nominal size graded stone aggregate with 166 mm average bed

thickness, including necessary formwork, curing, testing of pipes and joints

and all incidental works complete in all respects as directed by the Engineer-

in-charge.

122 Drilling of min. 250 mm dia. bore hole in all strata including dual over burden 100.00 Rmt. 1270.58

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.

123 Manufacture, supply & delivery of cage type Trapezoidal shape ("V") wire 90.00 Rmt. 1682.66

wound low carbon, galvanised screen pipe and stainless steel screen pipes

confirming IS:8110 for (B) 200mm dia. (1) 1.00mm slot size.

124 Bore plug having 100 mm height made from M.S. plate with 3 holes of equal 1.00 No. 1161.62

distance on circumstances for nut bolts type locking arrangement with nut

bolts and lock nuts of standard make etc. complete suitable for 250 mm dia.

125 Providing PVC insulated flat submersible cable as per detailed technical 120.00 Rmt. 180.79

specification of R/C of GWSSB confirming to IS 694, IEC 60227 / 60228. (d)

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126 Providing submersible, Non clog type with required capacity & head as per IS 1.00 Set 86900.40

8034 suitable for water having upto 10000 PPM turbidity with suitable

submersible wet type, water cooled, squirrel cage motor to IS 9283, working

on three phase, 50 Hz +/-3%, 415V +/- 10%, AC supply, 2900 RPM

synchronize speed with 10 mtr copper conductor flat cable from pump to

starter panel with cable end terminations (4) all supports, clamps, pipe

fittings alongwith mechanical seal, bearing bush, strainer etc. complete set &

following M.O.C : Casing CI, SS CF8M impeller, Bronze: wearing ring &

bearing bush, TC mechanical seal, CS/S.S. bearing, S.S shaft with sleeve,

SS strainer & MS motor body for 5 HP

127 Providing and fixing check or non-return full way control wheel valve of 50 1.00 No. 1111.00

mm diameter.

128 Providing and fixing to wall, ceiling and floor galvanized mild steel tubes 90.00 Rmt. 787.40

(medium grade) of the following nominal bore, tube fittings and clamps

including making good the wall, ceiling and floor (F) 50mm dia.

129 Supplying and lowering ISI marked unplasticized PVC (uPVC) casing pipe, 40.00 Rmt. 393.90

200mm outer diameter, as per IS:12818.

131 Geo hydrological ground water investigation including vehicle charges for 1.00 No. 14428.86

three phase DTH bore / DR tube well including water sample testing &

chemical analysis.

132 Box cutting the road surface to proper slop and camber for making a base of 140.00 Cum 112.02

road work including removing the excavated stuff and depositing on the road

side slope as directed for all lead and lift.

133 Construction of 100/200 mm thick compacted granular sub base (Grade- I, 39.00 Cum 1916.34

crushed B T materials of 53 mm to 9.5 mm @ 50 %, 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, carriage of mixed material to site,

spreading in uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve the desired density,

complete as per clause

134 Providing, laying, spreading and compacting graded stone aggregate to wet 31.00 Cum 1923.17

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

135 Compaction and finishing of cement concrete road by trimix M-250 process 205.00 Sq.m. 63.63

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.

136 Providing and fixing precast Rubber Dye / steel Dye inter locking concrete 82.00 Sq.m. 707.55

block 60mm thick with grade of concrete M-300 pneumatic compressed /

vibrated mechanically and as per approved design confirming to IS 15658 :

2006 including 35 mm 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.

137 Providing and laying homogeneous Grey cement based concrete kerbing of 52.00 Rmt. 374.92

size 30 cm x 30 cm x 10 cm size as per detailed drawing having grade of

concrete M-25 grade, including necessary excavation, BBCC 1:5:10 7.5 cm

as per detailed drawing fixing in line and level, filling joints in C.M. 1:3 with

smooth finished, white washing three coats etc. complete as directed by

Engineer in charge.

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138 Constructing providing and fabricating cattle guard using channel section 6.00 Sq.m. 5155.04

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.

139 Providing and fixing decorative entrance sliding gate made out of cast iron 913.00 Kg. 168.67

and various mild steel tabular section combination, the MS gate with sliding

mechanism 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.

140 Providing and fixing concertina coil fencing with punched tape concertina coil 60.00 Rmt. 423.19

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 x 50mm x 5mm)

requird shaped as per directed Engineer 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.

141 Excavation for foundation for depth from 3.0 m to 5.0 mt. including sorting 9.00 Cum 307.18

out and stacking of useful materials and disposing of the excavated stuff upto

50 Meter lead. (C) Hard Murrum

142 Providing and laying controlled cement concrete M-200 and curing complete 12.00 Cum 8258.02

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in R.C.C. Vertical and horizontal wall for Ground

143 Providing and fixing C.I. Manhole cover 0.60m x 0.45 mt. size having weight 1.00 No. 958.17

not less than 35 kgs. etc. complete.

144 Providing & erecting open well horizontal mono block pump set with cast iron 1.00 No. 57686.15

body, complete for three phase submersible motor having [H] For 15 H.P,

phase open well horizontal mono block pump set suitable for 1600 LPM to

1025 LPM @ 33 to 42 MTR head suitable for 65/80 mm dia delivery pipe.

145 Supplying & erecting approved make 3 phase motor control cubical panel 1.00 No. 15331.80

(Star-Delta) made from 16 G. CRCA sheet duty painted with epoxy powder

painted inside and outside with hinged doors and locking arrangement,

consisting suitable size of ON-OFF isolator (AC- 3/23 duty) main fuses,

single phasing preventer cum water level, Guard (Compe unit), Toggle

switch to by pass Single phase preventer cum WLG indicating lamps for R-Y-

B phases, over load relay. Automatic water level controller, Ammeter &

Crimped, Panel to be erected on angle iron frame grouted on wall as

overload relay, thermal / Electronics star delta cutoff timer, start-stop push

buttons. The isolator overload relay & contractors of L&T, Siemens or Cuttler

Hamer make only. Panel to be erected on angle iron frame ground on wall

(e) S/D upto 7.5 H.P.

146 Providing and fixing rolling shutters of approved make made of 80 mm wide 5.00 Sq.m. 3554.40

M.S laths inter-locked together through heir entire length and jointed together

at the ends by end locks mounted on specially designed pipe shaft with

bracket plates, guide channels and arrangement for inside and outside

locking with push-pull operation including the cost of hood cover and sprig

etc. complete (A) Shutters having width below 3.5 mt.

It. Rate in

Description of Item Qty. Unit Amount

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147 Steel work, welded in built up sections framed work including cutting, 900.00 Kg. 91.08

hoisting, fixing in position and applying a priming coat of read lead paint. (A)

In beam and joists, channels, angles, tees, flats, with connecting plate or

angle cleat as in main and cross beam. Hip and jack rafters, purlins

connected to common rafters and the like.

148 Providing and fixing of Ridge flashing for roof panel shall be made out of 0.5 30.00 Sq.m. 867.39

mm thick pre coated G.I. sheet. The precoated sheet shall be of minimum

240 mpa steel grade confirming to IS 14246:1995 and shall have zinc

coating of minimum 120 gsm as per IS:277:1992, 5-7 microns epoxy primer

on both side of the sheet and polyester top coat 15-18 micron. The PPGI

Sheet shall have plastic protective guard film of minimum 25 microns to

avoid scratches during transportation. The ridge shall be fixed to the steel

members by pop rivet or self drilling / self stitching fasteners @ maximum

450 mm c/c along length of capping / flashing etc complete.

149 Providing and fixing precast concrete kerb stone of gray cement based 16.00 Rmt. 374.92

concrete block 30cm length, 30cm height and 15cm thick of M-250 grade

concrete as per approved design and including excavation for fixing in proper

line and level, filling the joint with C:M 1:3 (1 cement : 3 fine sand) etc.

150 Supplying of well rotted FYM manure with all lead and Lift including 8.00 Cum 378.75

spreading mixing dressing and rolling with hand roller etc. complete.

151 Scarifying the surface of Soil including spreading of DAP fertilizer mixing with 300.00 Sq.m. 26.26

Soil properly levelling gand dressing of the plot.

152 Supplying and planting Dibbing semi carpet lawn at distance of abour 15 cm 300.00 Sq.m. 20.20

x 15 cm after proper anti termite teratment amd rolling the same by hand

roller amd wetering etc complete.

153 Bowing and developing flowering plants grown in nursery having approximate 5.00 No. 30.30

height 4 to 5 ft or Height as per landscaps Plan with natural growth of soil

packed in polyethylene bag or Earthen pot. Including organic & chemical

fertilizer pesticides, fungicides, hormones & maintaining the plants up to

three months as deserted. Bottle palm.

154 Bowing and developing flowering plants grown in nursery having approximate 5.00 No. 60.60

height 4 to 5 ft or Height as per landscaps Plan with natural growth of soil

packed in polyethylene bag or Earthen pot. Including organic & chemical

fertilizer pesticides, fungicides, hormones & maintaining the plants up to

three months as deserted. Trinagle Plan.

155 Bowing and developing flowering plants grown in nursery having approximate 5.00 No. 60.60

height 4 to 5 ft or Height as per landscaps Plan with natural growth of soil

packed in polyethylene bag or Earthen pot. Including organic & chemical

fertilizer pesticides, fungicides, hormones & maintaining the plants up to

three months as deserted. Jasud

156 Bowing and developing flowering plants grown in nursery having approximate 5.00 No. 75.75

height 4 to 5 ft or Height as per landscape Plan with natural growth of soil

packed in polyethylene bag or Earthen pot. Including organic & chemical

fertilizer pesticides, fungicides, hormones & maintaining the plants up to

three months as deserted. Croton

157 Bowing and developing flowering plants grown in nursery having approximate 5.00 No. 10.10

height 4 to 5 ft or Height as per landscape Plan with natural growth of soil

packed in polyethylene bag or Earthen pot. Including organic & chemical

fertilizer pesticides, fungicides, hormones & maintaining the plants up to

three months as deserted. Green mehandi

158 Bowing and developing flowering plants grown in nursery having approximate 5.00 No. 15.15

height 4 to 5 ft or Height as per landscape plan with natural growth of soil

packed in polyethylene bag or Earthen pot. Including organic & chemical

fertilizer pesticides, fungicides, hormones & maintaining the plants up to

three months as deserted. New block ficus.

159 Labour charges for planting various plants after proper anti termite treatment 30.00 No. 40.40

in pits including placing property and filling the pit with required prepared mix

soil and watering and dispporting etc. complete.

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Description of Item Qty. Unit Amount

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160 Maintenance of the garden for 60 days after completion of 3 month stipulated 1.00 Job 10100.00

period is completed for plantation of lawn and plants including applying

second round of proper antitermite treatment.

161 Providing and fixing brass screw down stop cock (A) 15 mm. dia. as directed 1.00 No. 287.85

by Engineer in charge.

162 Rubber hose pope 15 mm dia. of approved brand and make. 100.00 Rmt. 60.60

163 Providnig and fixing G.I. Nipple as directed. 1.00 No. 20.20

164 Earthwork for embankment including breaking clods, dressing with all lead 585.00 Cum 173.31

and lift (excluding watering and consolidation) (E) From Borrow area within

all lead and lift.

165 Rolling of earthwork in layers with power roller including filling in depressions 585.00 Cum 23.18

which occur during the process and Watering of earth work as directed.

Electrical Items

166 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 206.00 Pt. 582.77

(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. (f) with medium class Rigid PVC

pipe and accessories erected concealed in wall / ceiling complete. Cat-III

167 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) 78.00 Pt. 809.01

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. (f)

with medium class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete Cat-III

168 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both 4.00 Pt. 612.06

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 switch board / mcb db board

(f) with medium class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete Cat-III

[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb 82.00 Pt. 894.86

db board. (f) with medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete Cat-III

169 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin 53.00 Pt. 309.06

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. Cat-III

170 Providing following type of Modular Type Accessories mounted with PVC / 16.00 Nos. 160.59

metallic/Wooden box, single mounting base frame covered with textured /

metallic/white front plate, modules erected with necessary connections as

per site situation directed by Engineer In charge. (8) Computer RJ-45 socket

(3) Two Pin/RJ-11 Telephone Socket [A] For One Gang Cat-III 3.00 Nos. 160.59

(10) 6/16Amp. Universal socket Cat-III 11.00 Nos. 199.98

(13) 6A/10A/16A/20A/25A/32A Single pole Modular MCB Switch Cat-III 11.00 Nos. 310.07

It. Rate in

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171 Decorative call bell Ting-tong box type 250 volts complete erected 3.00 Nos. 71.71

172 Providing and erecting ISI mark Medium class RIGID PVC PIPES of 360.00 Mtr. 33.33

following size complete to be erected on/in wall or ceiling erected with

necessary PVC fittings & Junction boxes fixed with adhesive solution &

Clamps with following dia of pipes, in approved manner as directed. (b)

173 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 1033.00 Mtr. 104.03

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. (a) with medium class Rigid PVC pipe and

accessories (b) 2 wire 2.5 sq. mm

174 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 330.00 Mtr. 140.39

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

(a) with medium class Rigid PVC pipe and accessories (a) 2 wire 4 sq.mm

(h) 4 wire 6 sq. mm 210.00 Mtr. 326.23

175 Supplying & erecting approved make Telephone Cable electrolytic copper 75.00 Mtr. 20.20

conductor PE insulation twisted in two pairs, & wrapped with FRLS PVC tape

& sheathed with FRLS PVC or HFFR outer Jacket suitable for telephone

wiring & confirming to C-DOT erected in existing pipe of following size of

conductors & nos.of pairs with necessary connections. [A] Conductor Size

0.5 mm. (a) Unarmoured. (2) Two Pairs

176 Supplying & erecting approved make LAN cable of following size in existing 285.00 Mtr. 47.47

pipe as per direction. [C] CAT -

177 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 117.00 Nos. 535.30

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> 85 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.

shown) (A) Tube Light with integral driver. (v) 36-40 Watts, Surge-2 KV, IP-

20, conventional 4 feet Cat-III

178 Supplying and erecting led lamps with following wattage capacity of 220 to 17.00 Nos. 112.11

240 voltage, minimum 15000 burning hours life, 500 V in built,

surge,protection,Polycarbonate diffuser, mounting suitable for E14 / E27 /

B22 lamp holders, pf >= 0.5 (A) LED Lamps integral type, with PC diffuser

suitable LAMP holder. (ii) 8 watts

179 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 26.00 Nos. 758.51

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> 85 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 incharge may

shaped Surface/Recessed Mount Downlight with provision for spring loaded

mounting clips complete.IP20 (iv) 24 watts, Surge-2 KV Cat-III

(B) LED Panel Light with provision for Plane front frame with translucent 34.00 Nos. 1794.77

cover fixed to housing complete. IP20. (vi) 36 watts, 24" x 24", Surge- 2kV

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180 Supplying and erecting LED street light / Flood light fittings with High power 15.00 Nos. 5079.29

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 < 10%, 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 fittings.The Engineer incharge

(IP-65), Surge protection -4KV integral and light must have 440VAC line

supply with over-voltage protection.(iii) 60 - 89 watts Cat-III

(B) Flood Light (IP-65), Surge protection -4KV integral and light must have 8.00 Nos. 7186.15

440VAC line supply with over-voltage protection. (v) 120 - 159 watts Cat-III

(C) Post Top Lantern LED fitting comprises of finish cast aluminum spigot 2.00 Nos. 4096.56

and spun aluminum canopy fixed with opal polycarbonate, pipe arrangement

for vertical mounting driver and accessories wired upto terminal block.IP

(b) 40 W Cat-III

181 Providing and erecting Approved make Four pole moulded case circuit 17.00 Nos. 6790.23

breaker having breaking capacity ICU of 25 KA. at 415 V,having normal

current rating up to 25 A to 100A. with Fixed thermal & magnetic release

suitable to work on A.C. supply 50 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

182 Providing and erecting Approved make Four pole moulded case circuit 2.00 Nos. 17843.67

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 50 Hz. with all internal connections, spreader tinned

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

only Cat III

183 Providing and erecting Approved make Earth fault Relay suitable to mount 1.00 Nos. 5482.28

with inter connection suitable to following size of moulded case circuit

breaker having CT ratio & MCCB rating as following along with shunt trip

220V AC. with all internal connections & complete erected in existing M.S.

housing. (2) 125 A -200 A, CT Ratio 1/200

184 Providing and erecting Approved make Earth fault Relay suitable to mount 0.70 Rn.Mt 1961.42

with inter connection suitable to following size of moulded case circuit r

breaker having CT ratio & MCCB rating as following along with shunt trip

220V AC. with all internal connections & complete erected in existing M.S.

housing. (2) 125 A -200 A, CT Ratio 1/200

(B) Suitable for 200 Amp. Capacity 1.00 Rn. 3202.71

185 Providing and erecting Miniature circuit breaker single pole 0.5A to 2A 108.00 Nos. 297.95

system and having breaking capacity 10 KA to be erected in existing box.

confirming to IS 8828/1996 with ISI Mark. Cat-III

186 Providing and erecting Miniature circuit breaker single pole 6A to 25A 25.00 Nos. 123.22

suitable to operate on 240 V A.C. system and having breaking capacity

KA to be erected in existing box confirming to IS 8828/1996 with ISI Mark

187 Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve) 6.00 Nos. 701.95

having 10KA breaking capacity & confirms to IS :8828 in existing box having

following capacity (b) 40 Amp. Cat-III

188 Providing and erecting Sheet Steel powder coated MCB distribution board - 6.00 Nos. 2913.85

flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail,

Conforms to IS 8623-1 & 3, 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) (b) sheet steel double

door (iii) 6 way

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189 Providing and erecting Approved make RCCBs conforming to IS: 12640 and 18.00 Nos. 2458.34

having sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and

suitable for operation on single phase 240 V, 50 Hz. having characteristic of

quick action & tripping with all advance feature & do not incorporate any

electronic component for following Max. rating erected as directed (iI)

Amps. DP Cat-III

190 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 15.00 Kg 794.87

191 Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron 5.00 Nos. 540.35

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 earthing.

192 Supplying & erecting earth pit of minimum bore dia.150mm size approved 3.00 Nos. 4591.46

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. (a) For Electrical Installation up to 440V in normal

soil Length of pipe - 1 Mtr Back filling compound - 1 Nos Bag of 15 Kg.

193 Providing & erecting weather proof, dust & vermin proof, floor mounted front 3.25 Sq 10468.65

operated indoor type cubical panel board necessary IP-42 and above mtr

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. (A) locally fabricated panel board. (i) with

350 mm depth

194 Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured copper cable 1.1 75.00 Mtr. 126.25

KV grade to be erected as directed of following size. (A) 2 core 2.5 Sq.mm

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

Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or

in existing trench / pipe of following size of cables. (B) 3 1/2 core 35 Sq.mm

(16 Sq.mm 1/2 core)

(D) 3 1/2 core 70 Sq.mm (35 Sq.mm 1/2 core) 150.00 Mtr. 454.50

196 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand / 350.00 Mtr. 151.50

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 (b) 4 core

(C) 4 core 10 Sq. mm 100.00 Mtr. 168.67

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197 Making trench in soft soil of suitable width of 90 cm deep for laying cable or 200.00 Mtr. 55.55

locating the fault all over the run and back filling the same and making the

surface as normal ground.

198 Providing & laying approved make Double walled corrugated pipes (DWC) of 250.00 Mtr. 62.62

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 (A) 50 mm Outer dia.

199 Providing & laying approved make ISI marked HDPE 6Kg / cm2 (Class-3) as 25.00 Mtr. 491.87

per IS:4984:1995 PE-80 to be erected at road crossing on or floor as

directed for laying of cable. The pipes as following size of dia & weight per

mtr. (E) 90 mm inner dia.

200 Providing and fixing heavy duty flange type brass cable gland with rubber ring 24.00 Nos. 38.38

for PVC insulated armoured cable complete with out going tails, insulating

tape etc for following size of cables.(c) 2 to 4 core 6 Sq.mm

(C) 2 to 4 core 10 Sq. mm 2.00 Nos. 38.38

201 Providing and fixing heavy duty flange type brass double compression type 8.00 Nos. 75.75

cable gland with rubber ring for PVC insulated armoured cable complete with

out going tails, insulating tape etc for following size of cables. (B) 3 & 1/2

core 35/50 Sq.mm

(C) 3 & 1/2 core 70 Sq. mm 8.00 Nos. 103.02

202 Solder less crimping type Aluminium lugs conforming to IS suitable for cable 100.00 Nos. 6.06

of following size evenly crimped with high pressure tool & connected to

switchgear terminals with brass/cadmium plated nut bolts in an approved

manner. (A) 1.5/ 2.5/4/6 Sq.mm

(B) 10 Sq.mm 8.00 Nos. 13.13

(D) 35/50 Sq.mm. 32.00 Nos. 20.20

(E) 70 Sq.mm. 32.00 Nos. 25.25

203 Providing & erecting Approved make Ceiling Fan with double ball bearing ISI 78.00 Nos. 1738.21

mark with condenser A.C.230V 50c/s. 1400 mm. sweep complete, canopy

erected on existing hook or clamp with earthing [Make shall be approved by

Engineer in charge]

204 Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe 78.00 Mtr. 108.07

down rod erected duly painted for fan complete with proper insulation without

leakage and earthing.

205 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the 78.00 Nos. 108.07

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.

206 Supplying & erecting approved make low noise decorative exhaust fan 9.00 Nos. 1366.53

having square frame ABS body with inbuilt lowers & square frame. 200mm

with 1350 RPM Cat.II Cat-II

207 Providing recess in wall or window frame suitable for erection of Exhaust fan 9.00 Nos. 189.88

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.

208 Supplying and erecting approved make Octagonal pole made from HR sheet 12.00 Nos. 9011.22

steel. The pole should be made as per IS and shall be coated with hot dip

galvanizing as per IS 2629/2633/4759, suitable suspend local wind speed

with integral Junction box consist of terminal plate of min 6mm Hylam sheet,

standard profile 35mm x 7.5mm Din-Rail for MCB Mounting, stud type

terminal and arrangement for cable termination to be erected with suitable

foundation (Included) as per details given by manufacturer considering site

requirement. (D) 6 Mtr. Long 70 mm Top x 135 mm bottom dia, 3 mm

thickness with 200mm x 200mm x 12mm base plate, 4-M-20 Bolts and

600mm long J-Bolt. Approx Pole weight 59 kg.

It. Rate in

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209 Supplying and erecting Street light pole bracket comprising main B Class GI 9.00 Nos. 491.87

pipe of 4.2 cm/require outside dia. complete with suitable B Class G.I. sleeve

tubing of approx. 45cms.length and suitable for 76.5mm / 80mm / require

size of pole top having nuts and bolts for fixing the brackets and having

spread of 0.5 mtr. Length with 110 deg.with vertical plane and suitable

welded stiffener reducer and nipple with check nut complete painted with one

coat.of Red oxide / PU base primer and two coats of Aluminium / PU paint.

paint with following nos of arms. [A] Single Arm bracket 0.5 Mtr

[B] Double Arm bracket 0.5 Mtr 3.00 Nos. 622.16

210 Supplying & erecting approved make SMC press moulded composite FRP 10.00 Nos. 476.72

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. (c) 150mm x 125mm x 100mm [deep]

211 Providing and erecting Inverter based approved make split air-conditioning 8.00 Nos. 61989.76

unit consisting of condensing unit with variable speed fan motor, inverter type

hermetically sealed rotary compressor with accessories etc. duly connected

separately erected evaporating unit and blower motor with its accessories by

means of extra supplied proper insulated copper tubing,drain PVC pipes

suitable for (cost includes Eco Friendly green gas charging and 15A plug top

& Remote Control & MS Stand) with necessary core cutting.(1) For ISEER

Range (KWH/KWH) (3.1 to 3.99) (C) for 1.7 to 2 ton capacity - Premium Cat.

212 Supplying and erecting insulated pair of soft copper tubing open or 56.00 Rmt. 1158.47

concealed including power and control cable,necessary PVC drain pipes for

Split/Cassette AC machine up to 4 TR capacity

213 Providing & erecting water cooler having storage capacity 150 Ltr. & cooling 3.00 Nos. 61482.74

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.

214 Supplying & erecting reverse osmosis (RO) water purification system with 3.00 Nos. 77891.20

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" (1 No), High pressure pump

500LPH @ 10kg/cm2 - (1No - Shimge /CRI /Lubi), RO Membrane housing

with RO membrane of 40*40 - (1 No), RO pressure tube 4" x 1E - ( 1No), 0 -

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

215 Supplying and erecting approved make panel mounting type Digital 3.00 Nos. 1275.63

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.

216 Supplying and erecting approved make panel mounting type Digital Ammeter 3.00 Nos. 1558.43

having 3 digits LED display, external CT operated, calibrated for 0 to

Amps suitable to operate on 500 Volt AC , erected on existing panel board

with all connection, wiring etc. with manufacturers calibration certificate.

Supply 500 V on existing panel board with necessary connections.

218 Supplying and erecting approved make suitable panel indicator LED type 9.00 Nos. 43.43

lamp, lens cover, complete erected with necessary connections.

219 Providing & erecting L.T. Current Transformer with bar primary 50/5 to 9.00 Nos. 274.72

1000/5 ratio 15 VA burden erected in existing CRCA box duly secured with

insulating materials connected to the meter.

It. Rate in

Description of Item Qty. Unit Amount

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220 Providing & erecting open well horizontal mono block pump set with cast iron 1.00 Nos. 20621.17

body, complete for three phase submersible motor having. [D] For 5 HP

phase open well horizontal mono block pump set suitable for 1350 LPM to

310 LPM @ 10 to 42 Mtr head suitable for 50/65 mm dia delivery pipe. Cat-II

221 Supplying & erecting approved make motor control cubical panel [Star delta] 1.00 Nos. 7250.79

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) (A) DOL up to

222 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) (1 Year Avg) With 10 year Product

warranty and 25 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:

It. Rate in

Description of Item Qty. Unit Amount

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The 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 25 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 60MM x 40MM 25.00 Per 42455.35

b. Rafter - The minimum section (thickness) should be 60MM x 40MM KW

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

of System with necessary Swichgears (Suitable 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 with various Govt. department like state nodal agency,

DISCOM & CEIG is included in agency scope

(C) Grid Tied Solar Power System: 11 - 25 kW (3 - phase)

TOTAL Rs.

i.e. Rs. Three Crore Sixty lacs Sixty Five thousand One hundred Twenty Two and Twenty Three paisa only.

I/We am/are willing to carry out the work @ _______ __ % 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

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

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

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. GST and Income tax TDS will be deducted at a source while making payments of bills.

4. 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 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.

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

and to be approved from the Engineer in charge.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Chhotaudepur (R & B) Sub Division, Chhotaudepur (R & B) Division, Chhotaudepur (R & B) Division,

Chhotaudepur Chhotaudepur Chhotaudepur