Construction of Cat. B-Type 5 unit and Cat. C-Type 5 unit Quarters at Balasinor Ta. Balasinor Dist. Mahisagar

No. figures

1 Excavation for foundation upto 1.50 mt depth including sorting out and stacking 992.00 Cum 157.16

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 out 578.00 Cum 301.85

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 including 297.00 Cum 412.73

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

4 Filling available excavated earth (excluding rock) in trenches plinth side of 625.00 Cum 136.92

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 Applying general insecticide pest control treatment to floors, cupboards etc. 352.00 Sq.m. 45.81

including labour materials etc. complete. Using Imidacloprid 30.5 SC as per IS

6313 Part-II (0.075% concentration by mass) is recommended 10.5ml chemical

diluted with 5 liters of water application 0.5 litre chemical / Sqm. of surface is

recommended as per I.S.

7 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 24.00 Cum 3092.22

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 399.00 Cum 4243.64

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 556.00 Cum 4640.30

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

reinforced concrete work in Foundations, footings & mass concrete. Footing.

10 Providing and laying controlled cement concrete M-250 and curing complete 25.00 Cum 7436.13

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 39.00 Cum 7392.74

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

reinforced concrete work in Columns for Ground floor.

12 Providing and laying controlled cement concrete M-200 and curing complete 23.00 Cum 7392.74

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

reinforced concrete work in Columns for First floor.

13 Providing and laying controlled cement concrete M-200 and curing complete 23.00 Cum 7434.28

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

reinforced concrete work in Columns for Second floor.

14 Providing and laying controlled cement concrete M-200 and curing complete 18.00 Cum 7475.83

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

reinforced concrete work in Columns for Third floor.

15 Providing and laying controlled cement concrete M-200 and curing complete 9.00 Cum 7517.37

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

reinforced concrete work in Columns for Fourth floor.

16 Providing and laying controlled cement concrete M-250 and curing complete 57.00 Cum 6293.14

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

reinforced concrete work in Ground & plinth beams.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

17 Providing and laying controlled cement concrete M-150 and curing complete 75.00 Cum 5375.32

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

reinforced concrete work in Plinth Slab.

18 Providing and laying controlled cement concrete M-200 and curing complete 43.00 Cum 6259.76

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

reinforced concrete work in Ground floor beams.

19 Providing and laying controlled cement concrete M-200 and curing complete 38.00 Cum 6259.76

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

reinforced concrete work in First floor beams.

20 Providing and laying controlled cement concrete M-200 and curing complete 38.00 Cum 6301.30

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

reinforced concrete work in Second floor beams.

21 Providing and laying controlled cement concrete M-200 and curing complete 23.00 Cum 6342.84

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

reinforced concrete work in Third floor beams.

22 Providing and laying controlled cement concrete M-200 and curing complete 8.00 Cum 6384.38

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

reinforced concrete work in Fourth floor beams.

23 Providing and laying controlled cement concrete M-200 and curing complete 2.00 Cum 6528.98

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

reinforced concrete work in Chhajja for First floor.

24 Providing and laying controlled cement concrete M-200 and curing complete 2.00 Cum 6570.52

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

reinforced concrete work in Chhajja for Second floor.

25 Providing and laying controlled cement concrete M-200 and curing complete 2.00 Cum 6612.06

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

reinforced concrete work in Chhajja for Third floor.

26 Providing and laying controlled cement concrete M-200 and curing complete 2.00 Cum 6653.60

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

reinforced concrete work in Chhajja for Fourth floor.

27 Providing and laying controlled cement concrete M-200 and curing complete 3.00 Cum 7590.15

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

reinforced concrete work in Lintel for Ground Floor

28 Providing and laying controlled cement concrete M-200 and curing complete 4.00 Cum 7590.15

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

reinforced concrete work in Lintel for First floor.

29 Providing and laying controlled cement concrete M-200 and curing complete 4.00 Cum 7631.69

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

reinforced concrete work in Lintel for Second floor.

30 Providing and laying controlled cement concrete M-200 and curing complete 2.00 Cum 7673.23

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

reinforced concrete work in Lintel for Third floor.

31 Providing and laying controlled cement concrete M-200 and curing complete 2.00 Cum 7714.77

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

reinforced concrete work in Lintel for Fourth floor.

32 Providing and laying controlled cement concrete M-200 and curing complete 50.00 Cum 6776.76

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

reinforced concrete work in Ground floor slab.

33 Providing and laying controlled cement concrete M-200 and curing complete 42.00 Cum 6776.76

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

reinforced concrete work in First floor slab.

34 Providing and laying controlled cement concrete M-200 and curing complete 42.00 Cum 6818.30

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

reinforced concrete work in Second floor slab.

35 Providing and laying controlled cement concrete M-200 and curing complete 22.00 Cum 6859.85

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

reinforced concrete work in Third floor slab.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

36 Providing and laying controlled cement concrete M-200 and curing complete 8.00 Cum 6901.39

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

reinforced concrete work in Fourth floor slab.

37 Providing and laying controlled cement concrete M-200 and curing complete 9.00 Cum 8529.72

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

reinforced concrete work in Staircases for Ground Floor to First floor.

38 Providing and laying controlled cement concrete M-200 and curing complete 8.00 Cum 8529.72

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

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

39 Providing and laying controlled cement concrete M-200 and curing complete 8.00 Cum 8571.26

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

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

40 Providing and laying controlled cement concrete M-200 and curing complete 8.00 Cum 8612.80

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

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

41 Providing and laying controlled cement concrete M-200 and curing complete 28.00 Cum 8316.19

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

reinforced concrete work in RCC vertical and horizontal wall for Ground floor.

42 Providing and laying controlled cement concrete M-200 and curing complete 8.00 Cum 8316.19

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

reinforced concrete work in RCC vertical and horizontal wall for First floor.

43 Providing and laying controlled cement concrete M-200 and curing complete 8.00 Cum 8357.74

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

reinforced concrete work in RCC vertical and horizontal wall for Second floor.

44 Providing and laying controlled cement concrete M-200 and curing complete 19.00 Cum 8399.28

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

reinforced concrete work in RCC vertical and horizontal wall for Third floor.

45 Providing and laying controlled cement concrete M-200 and curing complete 18.00 Cum 8440.82

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

reinforced concrete work in RCC vertical and horizontal wall for Fourth floor.

46 Providing and laying controlled cement concrete M-200 and curing complete 8.00 Cum 6502.89

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

reinforced concrete work in Coping on Ground floor.

47 Providing and laying controlled cement concrete M-200 and curing complete 6.00 Cum 6502.89

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

reinforced concrete work in Coping on First floor.

48 Providing and laying controlled cement concrete M-200 and curing complete 6.00 Cum 6544.43

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

reinforced concrete work in Coping on Second floor.

49 Providing and laying controlled cement concrete M-200 and curing complete 4.00 Cum 6585.97

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

reinforced concrete work in Coping on Third floor.

50 Providing and laying controlled cement concrete M-200 and curing complete 2.00 Cum 6627.51

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

reinforced concrete work in Coping on Fourth floor.

51 Providing I.S.I. Mark T.M.T. bar Fe-500D reinforcement for R.C.C. work 119832.00 Kg. 78.78

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

It. Rate in

Description of Item Qty. Unit Amount

No. figures

52 Providing and fixing 90 cm high Stainless steel railing made from anti corrosive 66.00 Rmt. 3626.51

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.

53 Providing, laying and fixing 30 cm Height Stainless Steel Railing made from 180.00 Rmt. 3164.53

anticorrosive 316 grade S.S. pipe of 50 mm dia (16 Gauge) as hand rail with S

S 316 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.

54 Providing and laying brick work using common burnt clay building conventional 30.00 Cum 4214.33

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 below plinth

including the cost of all materials and labour charges etc. complete.

55 Providing and laying brick work using common burnt clay building conventional 150.00 Cum 4496.05

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 Ground floor

including the cost of all materials and labour charges etc. complete.

56 Providing and laying brick work using common burnt clay building conventional 76.00 Cum 4496.05

type bricks having crushing strength not less than 35 Kg/sq.cm. in super

structure above plinth level upto floor two level in cement mortar 1:5 (1 cement

: 5 fine sand) for First Floor including the cost of all materials and labour

charges etc. complete.

57 Providing and laying brick work using common burnt clay building conventional 76.00 Cum 4538.48

type bricks having crushing strength not less than 35 Kg/sq.cm. in super

structure above plinth level upto floor two level in cement mortar 1:5 (1 cement

: 5 fine sand) for Second Floor including the cost of all materials and labour

charges etc. complete.

58 Providing and laying brick work using common burnt clay building conventional 47.00 Cum 4580.91

type bricks having crushing strength not less than 35 Kg/sq.cm. in super

structure above plinth level upto floor two level in cement mortar 1:5 (1 cement

: 5 fine sand) for Third Floor including the cost of all materials and labour

charges etc. complete.

59 Providing and laying brick work using common burnt clay building conventional 28.00 Cum 4623.34

type bricks having crushing strength not less than 35 Kg/sq.cm. in super

structure above plinth level upto floor two level in cement mortar 1:5 (1 cement

: 5 fine sand) for Fourth Floor including the cost of all materials and labour

charges etc. complete.

60 Providing and laying half brick work using common burnt clay building 30.00 Sq.m. 684.26

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

cement mortar 1:4 (1 cement : 4 coarse sand) in cement mortar in super

structure for Ground floor including the cost of all materials and labour charges

etc. complete.

61 Providing and laying half brick work using common burnt clay building 130.00 Sq.m. 684.26

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

cement mortar 1:4 (1 cement : 4 coarse sand) in cement mortar in super

structure for First floor including the cost of all materials and labour charges

etc. complete.

62 Providing and laying half brick work using common burnt clay building 130.00 Sq.m. 690.57

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

cement mortar 1:4 (1 cement : 4 coarse sand) in cement mortar in super

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

etc. complete.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

63 Providing and laying half brick work using common burnt clay building 72.00 Sq.m. 696.87

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

cement mortar 1:4 (1 cement : 4 coarse sand) in cement mortar in super

structure for Third floor including the cost of all materials and labour charges

etc. complete.

64 Providing and fixing 150 mm wide, approved quality chicken wire mesh at 539.00 Sq.m. 295.93

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.

65 Providing 20 mm thick double coat mala cement plaster on interior brick / 922.00 Sq.m. 290.01

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

Ground floor.

66 Providing 20 mm thick double coat mala cement plaster on interior brick / 862.00 Sq.m. 290.01

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

First floor.

67 Providing 20 mm thick double coat mala cement plaster on interior brick / 862.00 Sq.m. 317.24

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.

68 Providing 20 mm thick double coat mala cement plaster on interior brick / 579.00 Sq.m. 344.47

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.

69 Providing 20 mm thick double coat mala cement plaster on interior brick / 251.00 Sq.m. 371.70

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

Fourth floor.

70 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 425.00 Sq.m. 158.35

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 Ground floor.

71 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 356.00 Sq.m. 158.35

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 First floor.

72 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 356.00 Sq.m. 182.24

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 floor.

73 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 204.00 Sq.m. 206.14

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.

74 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 49.00 Sq.m. 230.04

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 Fourth floor.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

75 Providing 20mm thick sand faced cement plaster with 18 x 8 mm grooves as 2396.00 Sq.m. 398.95

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

76 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 75.00 Rmt. 43.05

77 Applying two coats of acrylic lappy - putty & two coats of primer of approved 4635.00 Sq.m. 30.44

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.

78 Wall painting (three coats) with plastic emulsion paint of approved brand and 3245.00 Sq.m. 130.29

manufacture on undecorated wall with ONE WALL TO HIGHLIGHT IN

SPECIAL EFFECT (ROYAL PLAY) COLOUR surface to give an even shade

including throughly brushing the surface free from mortar droppings and other

foreign matter and sand papered smooth.

79 Painting (two coats) with plastic emulsion paint of approved brand and 1390.00 Sq.m. 130.93

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.

80 Wall Painting (two coats) with weather proof 100% acrylic emulsion paint of 2396.00 Sq.m. 120.26

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

81 Providing and filling with good quality cinder (steam coal) as directed by 21.00 Cum 523.18

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

ramming well etc. as directed for all floors.

82 Providing water proofing treatment on sunk slab including cement concrete 139.00 Sq.m. 365.32

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.

83 Providing and laying water proofing treatment with china mosaic tiles flooring 356.00 Sq.m. 1156.45

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.

84 Providing & fixing in position standard extruded Aluminum Three track (3 62.00 Sq.m. 3465.31

shutter + 1 Mosquito net shutter) with standard extruded colour anodied

alluminium section equivalent to Jindal Series E (30mm) Section numbered :

Frame -Bottom with weep holes -20928, Frame top & Side-20837, Shutter top

& bottom 20993, Shutter Inter Lock -20550, Shutter Side (handle) -20549 with

5mm thick Transparent Tinted Float glass with EPDM rubber gasket, Air Lock

Strip and another shutter fitted with SS wire mosquito mesh jali in the same

Aluminium shutter section 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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

85 Providing and fixing in position standard extruded Aluminium three track sliding 10.00 Sq.m. 4481.37

window (2 shutters + 1 mosquito net shutter) made of colour anodized extruded

Aluminium sections equivalent to Jindal Series E (30 mm), comprising: Frame

bottom with weep holes – Section No. 20928, Frame top & Side – Section No.

20837, Shutter Top & Bottom – Section No. 20993, Shutter Interlock – Section

No. 20550 and Shutter Side (handle) – Section No. 20549. The shutters shall

be fitted with 5 mm thick transparent tinted float glass fixed with EPDM rubber

gasket, and one shutter provided with SS wire mosquito mesh jali in the same

Aluminium shutter section. The system shall include air lock strip, joint sealing

with approved sealant, and finishing with powder-coated standard aluminium

fittings, complete as per window size and detailed drawings. The rate shall be

inclusive of all materials, fittings, fixtures, labour, equipment and accessories

and the work shall be carried out as directed by the Engineer-in-charge.

86 Providing & fixing in position standard extruded approved colour anodised 8.00 Sq.m. 1874.56

Aluminum Ventilator with outer frame (@ Wt. 0.650 kg/Rmt) with 5mm thick

Bajari figure adjustable tinted louvers glass fixed to alluminium strip blade

including fixtures, fastening, labours and equipments as per detailed drawing

as directed. For Ventilators.

87 Providing and fixing 35 mm thick flush single door shutter, solid core type, 150.00 Sq.m. 4154.13

conforming to IS:2202 and ISI approved, mounted in a wooden frame of size

100 mm x 50 mm for durable grip of hinges. The shutter shall be finished with

mm thick decorative laminate on both sides, with Teak wood beading on the

periphery. The work shall include providing and fixing 600 mm long stainless

steel handles on both sides, stainless steel fixtures, locking arrangement of

approved standard make, and fixing of 4 nos. 150 mm long stainless steel

hinges per shutter. All fittings, fasteners, accessories, labour and materials

shall be included, with sample and shade approved by the Engineer-in-charge.

88 Providing and laying 60cm x 60cm machine polished machine cut blue kota 81.00 Sq.m. 1095.71

stone slab flooring over 20mm (average) thick base of cement mortar 1:6 (1

cement : 6 coarse sand) or L.M 1:1.5 (1 Lime putty : 1.5 coarse sand) laid over

and jointed with grey cement slurry mixed with pigment to match the shade of

slab including rubbing and polishing etc. complete (A) 30mm thick.

89 Providing and laying Vitrified tiles 8 to 10 mm thick, 24'' x 24'' in flooring treads 71.00 Sq.m. 1120.36

of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement

: 3-coarse sand) finishing with flush pointing in white cement.

90 Providing and laying 24" x 24" soluble salt vitrified 8 mm thick tiles flooring over 476.00 Sq.m. 1467.72

20 mm (average) base of cement mortar 1:6 (1 cement: 6 coarse sand) on new

surface or fixing on existing flooring by adhesive material including

dismentaling of existing flooring and jointed with color cement slurry including

finised with flush pointing & cleaning the surface etc. complete for DARK shade

91 Providing and laying Anti skid ceramic tiles 30cm x 30cm size 6mm thick in 195.00 Sq.m. 1005.52

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

92 Providing and laying glazed tiles of the size 60 cm x 30 cm x 6 mm in skirting, 458.00 Sq.m. 1488.24

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

coarse sand) & jointed with colour cement slurry.

93 Providing and fixing staircase riser with 600 x 600 x 10 mm thick Soluble Salt 298.00 Sq.m. 1554.39

Vitrified tiles, Granite projecting, nozing rounded moulding in tread laid over

mm (av.) thick bases of cement mortar 1:6 (1-cement : 6-coarse sand) 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.

94 Providing and fixing polished 18 mm thick black granite with full round edge 347.00 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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

95 Providing and fixing mirror polished 18-20 mm thick Granite stone with full 225.00 Sq.m. 2931.02

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.

96 Providing and fixing precast Rubber Dye / steel Dye inter locking concrete 1020.00 Sq.m. 706.77

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.

97 Providing and fixing Safety grills of required pattern for windows / Door using 1914.00 Kg. 112.11

necessary 12 x 12 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.

98 Providing, erecting and fixing double coated P.V.C. (I.S.I.) water tank of 15000.00 Litre 3.95

required capacity each with all necessary fittings and connection etc. complete

on terrace as directed.

99 Providing, laying and jointing in true line and level I.S.I. mark 50mm dia. 280.00 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.

100 Providing, laying and jointing in true line and level I.S.I. mark 40mm dia. 280.00 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.

101 Providing, laying and jointing in true line and level I.S.I. mark 25mm dia. 400.00 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.

102 Providing, laying and jointing in true line and level I.S.I. mark 15mm dia. 150.00 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.

103 Providing, laying and jointing in true line and level I.S.I. mark 160mm dia. 92.00 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.

104 Providing, laying and jointing in true line and level I.S.I. mark 110mm dia. 224.00 Rmt. 876.90

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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

105 Providing, laying and jointing in true line and level I.S.I. mark 75mm dia. 72.00 Rmt. 818.10

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.

106 Providing and fixing in position PVC SWR cowl vent to pipes (C) 75mm dia. as 6.00 No. 16.16

107 Providing and fixing in position PVC SWR cowl vent to pipes (B) 110mm dia. 24.00 No. 29.29

as directed.

108 Providing and fixing PVC SWR Nahni trap IS-14735 for drain - 100 mm 60.00 No. 586.27

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.

109 Providing and fixing water closet squatting pan (Orissa type W.C. pan) size 10.00 No. 1646.30

580mm integral footrest and 100 mm P or S trap and including 25 mm dia.

C.P. brass flush valve and G.I. inlet connection etc. complete (A) Vitreous

china long pattern white or color.

110 Providing and fixing brass screw down stop tap (A) 15mm dia. as directed by 50.00 No. 205.83

Engineer in charge.

111 Providing and fixing ball cock of approved quality as directed. (A) Copper Metal 4.00 No. 189.84

(iv) 50mm dia.

112 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 30.00 No. 1615.29

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.

113 Providing and fixing 600mm x 450mm beveled edge mirror of superior glass 30.00 No. 859.41

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

with C.P. brass screws and washers.

114 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets 30.00 No. 616.42

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

115 Providing and fixing screw down bib taps of following size. (A) Brass screw 60.00 No. 214.81

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

116 Providing and fixing pillar tap, capstan head, screw down high pressure with 30.00 No. 308.73

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

117 Providing and laying (to level or slopes) and jointing reinforced concrete light 350.00 Rmt. 678.02

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.

118 Providing and laying (two level or slopes) and jointing with stiff mixture of 370.00 Rmt. 531.17

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 sand : 4-Graded brick

aggregates 40mm nominal size) bedding for stoneware pipes of following

internal diameters with necessary formwork and curing complete.

119 Providing and fixing S.W. Gully trap with C.I. grating brick masonry chamber 18.00 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 type.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

120 Constructing brick masonary chamber for underground C.I. Inspection chamber 24.00 No. 3223.92

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 : 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 dimension 455mm x 610 mm

and 450mm deep for single pipe line.

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

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 : 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 500mm x 700mm

and 450mm deep for single pipe line.

122 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.

123 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.

124 Providing and fixing G.I. ladder of required pattern with G.I. flats (30 x 3mm) or 900.00 Kg. 95.95

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.

125 Providing, fixing and construction of sandwich type 18 mm thick one side 22.00 Sq.m. 6818.51

polished Granite stone of uniform size and colour for kitchen / pantry / country /

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 of engineer-in-charge.

126 Providing and fixing 25 mm thick polished kota stone shelves with full round 22.00 Sq.m. 667.61

edge and double side polished of any required and fixing with cement slurry &

adhesive including both exposed edges cut and smooth finished as directed by

Engineer in charge.

127 Providing and fixing Kitchen platform trolley having three drawers of SS (IS 23.00 Sq.m. 12664.39

304) of required size like thali, katleri, perforated, partition, cupsosar type in

kitchen platform having drawer front side and backside by using 19mm thick all

proof plywood of ISI quality all side laminated etc. as directed. The size of SS

(IS 304) basket of size 4" to 18" for thali, dish, katleri, perforated, partition,

cupsosar type as directed including necessary S.S. fittings, handles, nobs,

telescopic channels etc. as directed.

128 Providing & fixing 18-19 mm thick cupboards of plywood shutter including fixing 235.00 Sq.m. 3408.75

19 mm and 6mm thick back to back flush all proof plywood & including with

Teak wood frame 50 mm x 50 mm size as directed etc. complete including

necessary both side lamination 1 mm thick outer side & 0.80mm thick inner

side fixing by necessary SS hinges, handles, magnet, stoppers, etc. as directed

including fevicol, and other hardware material required. Plywood and all fixture

shall be of ISI quality and as approved by engineer-in-charge including cost of

teak wood beading, one coat of primer and two coats of oil painting or polishing

as directed.

129 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white 10.00 No. 3451.17

including cutting holes in walls and making good the same but excluding

fittings. (C) Vitreous China sink. (i) 400 mm x 550 mm size.

130 Providing & fixing in position 300 mm high, 150mm wide English / Gujarati 100.00 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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

131 Providing and fixing in position 150 mm high, English letters made from 1.0 100.00 No. 404.00

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

necessary tools & plants etc. complete.

132 Providing and fixing M.S. square hollow pipe section 75 x 50 x 5mm section 26.00 Sq.m. 3436.02

8.424 Kg/RMT at every 100mm C/C into R.C.C. / Brick structure horizontally /

vertical with priming coat and two coat enamel paint including all material,

laboure charges and accessories as per requirement as directed by Engineer-

in-charge etc. complete.

133 Constructing brick masonry chamber for underground C.I. Inspection chamber 10.00 No. 7180.44

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.

134 Excavation for foundation for depth from 3.0 m to 5.0 mt. including sorting out 17.00 Cum 325.62

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

Meter lead. (D) Soft rock not requiring blasting.

135 Providing and fixing C.I. Manhole cover 0.60m x 0.45 mt. size having weight 2.00 No. 958.17

not less than 35 kgs. etc. complete.

136 Providing & erecting open well horizontal mono block pump set with cast iron 2.00 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 Cat-II

137 Supplying & erecting approved make 3 phase motor control cubical panel (Star- 2.00 No. 15331.80

Delta) made from 16G. 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 & Voltmeter each with

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.

138 Providing and fixing rolling shutters of approved make made of 80 mm wide 6.00 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.

139 Providing and laying controlled cement concrete M-200 and curing complete 1.00 Cum 6528.98

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

reinforced concrete work in Chhajja for Ground floor.

140 Excavation for foundation for depth from 1.5 mt. to 3.0 mt. including sorting out 43.00 Cum 301.85

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

Meter lead. (D) Soft rock not required blasting.

141 Providing and fixing decorative entrance sliding gate made out of cast iron and 913.00 Kg. 164.63

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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

142 Providing and fixing concertina coil fencing with punched tape concertina coil 100.00 Rmt. 342.39

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) required

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.

143 Box cutting the road surface to proper slop and camber for making a base of 1216.00 Cum 109.41

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

side slope as directed for all lead and lift.

144 Supplying and spreading the stone aggregate for rolling and W.B.M. including 517.00 Cum 856.96

filling the interstices to required camber and gradient of graded stone

aggregate of following sizes (for W.B.M. Road) crushed stone aggregate for

hard quality up to 63 mm size including spreading blindage or road crust filling

the gaps in metal and leveling to camber and gradient as directed. (ii) Sand

145 Compaction and finishing of cement concrete road by trimix M-250 process 2239.00 Sq.m. 63.63

providing extra Labour charges for the trimix vacume dewatering service

process on cement concrete road surface by using vacuum dewatering pump

floater surface vibrator including making groves and rough finish to surface

including leveling etc complete.

146 Providing and laying homogeneous Grey cement based concrete kerbing of 660.00 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 CM 1:3 with smooth

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

147 Providing and fixing to wall, ceiling and floor 10.0 kgF/cm2 working pressure 240.00 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.

148 Providing and fixing to wall, ceiling and floor 10.0 kgF/cm2 working pressure 40.00 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) 180mm dia.

149 Providing junction for rain water junction chamber of size 0.60 x 0.60 x 0.75m 16.00 No. 9589.95

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-charge.

150 Providing Filter chamber of brick work in C:M 1:6 of size 2.06m x 1.20m x 4.00 No. 17922.45

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

151 Providing Recharging pit of size 2.0m dia. & 2.0m depth of water logging with 2.00 No. 15633.79

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-charge.

152 Drilling of min. 250 mm dia. bore hole in all strata including dual over burden 200.00 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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

153 Manufacture, supply & delivery of cage type Trapezoidal shape ("V") wire 60.00 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.

154 Bore plug having 100 mm height made from M.S. plate with 3 holes of equal 2.00 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.

155 Providing PVC insulated flat submersible cable as per detailed technical 240.00 Rmt. 180.79

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

156 Supplying and installing 3 phase borewell 15.00 H.P. submersible pump sets 2.00 No. 37160.93

Electric motor driven conforming to I.S. 8034 and motor confirms to IS:9283

working at 3 phase 400 / 440 volt 50 C/S. A.C. supply & 2900 R.P.M. Cat. 3.5.

157 Providing and fixing check or non-return full way control wheel valve of 50 mm 2.00 No. 1111.00

158 Providing and fixing to wall, ceiling and floor galvanized mild steel tubes 180.00 Rmt. 797.21

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

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

159 Supplying & erecting approved make 3 phase motor control cubical panel (Star- 2.00 No. 23820.85

Delta) made from 16 G. CRCA sheet duly painted with epoxy powder painted

inside and outside with hinged doors and locking arrangement, consisting of

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

preventer cum water level. Guard (Complete 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 & Voltmeter each with

erected on angle iron frame grouted on wall as directed. Star Delta & main

contactor, overload relay, thermal / Electronic Star delta cutoff timer, start stop

push buttons. The isolator overload relay & contactors of L& T, Siemens or

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

160 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 598.00 Cum 129.28

spreading the stuff, embankment as and where directed within 200meters from

the end of the cutting with all required lead and lift (C) Above 400 Meters upto

500 Meters.

161 Earthwork for embankment including breaking clods, dressing with all lead and 624.00 Cum 169.28

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

162 Rolling of earthwork in layers with power roller including filling in depressions 1222.00 Cum 22.96

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

Electrical Items

163 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) 194.00 Pt. 582.77

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

(f) with medium class Rigid PVC pipe and accessories erected concealed in 35.00 Pt. 291.39

wall / ceiling complete Cat. III (For WC and Bath)

It. Rate in

Description of Item Qty. Unit Amount

No. figures

164 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both 37.00 Pt. 809.01

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

165 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are 76.00 Pt. 612.06

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

166 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin 153.00 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

167 Point wiring for Two Way Controlled Light Point with 2-1.5 sq.mm & earth wire 30.00 Pt. 725.18

of 1.5 sq.mm (green) both are of ISI marked 1.1 kV grade FRLS PVC insulated

multi strand copper wires erected in below type of pipe with 6A Modular type

switches and following type of accessories 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

batten / angle holder or ceiling rose or H.D. Connector as directed. (f) with

medium class Rigid PVC pipe and accessories erected concealed in wall /

ceiling complete Cat. III

168 Providing following type of Modular Type Accessories mounted with PVC / 10.00 Ea. 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. (3) Two Pin/RJ-11 Telephone

Socket [A] For One Gang Cat. III

(4) TV Co-axial Socket outlet Cat. III 10.00 Ea. 160.59

(5) Electronic hum Free steps EME Fan regulator Cat. III 15.00 Ea. 398.95

(7) Blank Plate Single Cat. III 102.00 Ea. 25.25

(9) 16 Amp. SP one way switch Cat. III 45.00 Ea. 180.79

(10) 6/16Amp. Universal socket Cat. III 45.00 Ea. 199.98

169 Providing and erecting ISI mark Medium class RIGID PVC PIPES of following 400.00 Mtr. 24.24

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 (a) 20 mm

(b) 25 mm 100.00 Mtr. 33.33

(c) 32 mm 25.00 Mtr. 54.54

170 Providing and erecting Mains with 1.1 kV grade FRLS PVC insulated ISI 3012.00 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

171 Providing and erecting Mains with 1.1 kV grade FRLS PVC insulated ISI 20.00 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

(b) 2 wire 6 sq. mm 180.00 Mtr. 184.83

It. Rate in

Description of Item Qty. Unit Amount

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172 Providing and erecting Mains with ISI marked, 1.5kV grade electrolyte multi 4.00 Mtr. 47.47

stranded, annealed copper conductor with heat resistant PVC insulated

conforms to IS 694, IEC - 227 erected in existing pipe of following size

(Specifically for control panel, relays, power switchgears, motor starters &

control wiring) with required size of copper lugs, nuts and bolts if required.(d)

One wire 4.00 sq.mm

(e) One wire 6.00 sq. mm 10.00 Mtr. 70.70

(f) One wire 10.00 sq. mm 8.00 Mtr. 115.14

(h) One wire 25.00 sq. mm 1.00 Mtr. 295.93

173 Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kV 155.00 Mtr. 58.58

grade ISI marked copper wires of following size to be erected as directed.(e)

1.50 Sq.mm 3 core round PVC sheathed

174 Providing & erecting approved make following size of TV Co-axial flexible cable 250.00 Mtr. 62.62

comprising inner conductor of solid bare copper insulated with Foam PE &

Secondary conductor made of poly - Aluminium film bonded Al. Braids @

suitable coverage overall sheathed with black PVC insulation. (e) RG-11

175 Supplying & erecting approved make Telephone Cable electrolytic copper 250.00 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 Providing & erecting main Distribution (MDF) indoor type, back mounted frame 4.00 Ea. 994.85

as per DoT standard approved with krone strips (a) Suitable for 10 pair

177 Decorative call bell Ting-tong box type 250 volts complete erected 10.00 Ea. 71.71

178 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 162.00 Ea. 373.70

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

LED driver efficiency > 85% (fitting required LM-79 & LM-80 Certificates)

(NOTE: Below description have shown ranges of Wattage capacity of LED

ranges shown) (A) Tube Light with integral driver (iv) 22-24 Watts, Surge - 2kV,

IP-20, conventional 4 feet Cat. III

179 Supplying and erecting led lamps with following wattage capacity of 220 to 240 45.00 Ea. 188.87

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 (iii) 10 to 15 watts Cat. III

180 Supplying and erecting LED street light / Flood light fittings with High power 29.00 Ea. 5080.30

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

any wattage capacity between the ranges shown) (A) Street Light (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 18.00 Ea. 4760.13

440VAC line supply with over-voltage protection. (ii) 48 - 59 Watts Cat. III

It. Rate in

Description of Item Qty. Unit Amount

No. figures

181 Providing and erecting Approved make Four pole moulded case circuit breaker 2.00 Ea. 6790.23

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 Hz. 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 breaker 1.00 Ea. 8861.74

having breaking capacity ICU of 35 KA. at 415 V. having normal current rating

125A. with fixed 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

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

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 Supplying and erecting triple pole & neutral 440V / 500V panel mounting 0.50 Rn. 1961.42

Copper Busbars with four equal Nos. of electrolyte bus having current density Mtr.

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.(A) Suitable for 100 Amp. Capacity

185 Providing and erecting Miniature circuit breaker single pole 0.5A to 2A system 47.00 Ea. 297.95

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 suitable 116.00 Ea. 123.22

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 Cat III

187 Providing & erecting 240 V MCB double pole switch for motor & inductive load 2.00 Ea. 329.26

(C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing

box having following capacity (A) 6 to 32 Amp. Cat III

(B) 40 Amp. Cat III 24.00 Ea. 362.59

188 Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) 8.00 Ea. 306.03

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

following capacity (A) 6 to 32 Amp. Cat III

189 Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C 4.00 Ea. 736.29

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

having following capacity (b) 40 Amp. Cat III

(c) 63 Amp. Cat III 2.00 Ea. 811.03

190 Sheets steel powder coated enclosure suitable for incorporating One/Two nos. 14.00 Ea. 176.75

191 Providing and erecting Sheet Steel powder coated MCB distribution board - 7.00 Ea. 1492.78

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 (A) single phase incoming and horizontal single phase

outgoing (b) sheet steel double door (IP-43) (iv) 12 way

(v) 16 way 5.00 Ea. 1680.64

192 Providing and erecting Approved make RCCBs conforming to IS: 12640 and 2.00 Ea. 2166.45

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 (i) 25 Amps.

DP Cat III

(ii) 40 Amps. DP Cat III 10.00 Ea. 2458.34

193 Providing and erecting Annealed bare Copper wire 4.064mm to 1.626mm. 7.00 Kg. 794.87

194 Providing and erecting Pipe type earthing having 150 cms.long and 2.5 cms. 17.00 Ea. 368.65

dia. galvanised iron pipe with coupling and buch buried in specially prepared

earth pit complete with necessary 8 SWG earth wire.

It. Rate in

Description of Item Qty. Unit Amount

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195 For using salt and charcoal / coke as required for pipe type earthing. 17.00 Ea. 171.70

196 Supplying & erecting earth pit of minimum bore dia.150mm size approved 13.00 Ea. 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.

(A) (approved make OEM has to submit test certificate including value of earth

resistance of installation duly stamped and signed by agency and officer

Incharge has to ensure the value of earthing resistane mentioned in test

Certificate) & having back filling compound of (B) Inner chemical (CCM

Compound)- Resistivity:- 0.2 ohm / 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 by Agency.

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

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

197 Providing and erecting Meter cover made from multi chamber hollow PVC 6.00 Sq. 3339.06

sections of 20 mm thick having all the corner joints with PVC solution angles Mtr.

without using any screws, nails shutters having required size of eye glass and

with necessary locking arrangement hinged with box. The back of meter box

should be fixed with timber. Hold fast for holding screws or nut bolts.

198 Providing & erecting weather proof, dust & vermin proof, floor mounted front 1.00 Sq. 16323.62

operated outdoor type double door cubical panel board necessary IP-54 and Mtr.

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

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. (B) The standard companies switch gear shall be used and

only manufacturers at CPRI approved factory (i) with 350mm depth

199 Supplying & erecting FRLS-XLPE(IS:7098) (I)-88 ISI unarmoured Aluminium 175.00 Mtr. 85.85

cable 1.1 kV.grade to be erected as directed of following size. (C) 2 core 6 Sq.

200 Providing and erecting FRLS-XLPE(IS:7098)(I)-88 ISI armoured cable 10.00 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 (B) 3 1/2 core

Sq.mm (16 Sq. mm 1/2 core)

201 Providing and erecting FRLS-XLPE (IS:7098)(I)-88 ISI armoured cable 300.00 Mtr. 168.67

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 (C)

core 10 Sq.mm

202 Making trench in soft soil of suitable width of 90 cm deep for laying cable or 293.00 Mtr. 55.55

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

surface as normal ground.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

203 Providing & laying approved make Double walled corrugated pipes (DWC) of 320.00 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.

204 Providing and, fixing heavy duty flange type brass cable gland with rubber ring 36.00 Ea. 38.38

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

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

(C) 2 to 4 core 10 Sq. mm 34.00 Ea. 38.38

205 Providing and, fixing heavy duty flange type brass double compression type 2.00 Ea. 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

206 Solder less crimping type Aluminium lugs conforming to IS suitable for cable of 72.00 Ea. 6.06

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

207 Providing and erecting Approved make Ceiling fan with double ball bearing ISI 36.00 Ea. 1596.81

mark with condenser A.C. 230V.50 Hz.1200 mm. sweep complete, canopy

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

Engineer in charge]

208 Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe 18.00 Mtr. 108.07

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

leakage and earthing.

209 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the 63.00 Ea. 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.

210 Providing 2.5mm.thick laminated acrylic sheet to cover the fan hook or Fan 63.00 Ea. 18.18

211 Supplying & erecting approved make low noise decorative exhaust fan having 15.00 Ea. 1366.53

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

1350RPM Cat.II

212 Supplying & erecting single phase approved make industrial exhaust fan 10.00 Ea. 2054.34

suitable for medium duty ring mounted low noise operation suitable for medium

duty having following dia size and maximum speed in RPM [A] 300-305 mm dia

900 RPM Cat.II

213 Supplying and erecting approved make Octagonal pole made from HR sheet 17.00 Ea. 7561.87

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.

(C) 5 Mtr. Long 70 mm top x 130 mm bottom dia, 3 mm thickness with 200mm

x 200mm x 12mm base plate, 4-M16 Bolts and 600mm long with necessary

G.I. J Bolts. Approx Pole weight 46 kg

214 Supplying & erecting approved make SMC press moulded composite FRP loop- 5.00 Ea. 515.10

in, loop-out approx. 2mm thick box complete with Bakelite connector strip

way (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. (B) 250mm x 200mm x 100mm [deep]

(C) 150mm x 125mm x 100mm [deep] 19.00 Ea. 476.72

It. Rate in

Description of Item Qty. Unit Amount

No. figures

215 Supplying and erecting Street light pole bracket comprising main B Class GI 7.00 Ea. 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 10.00 Ea. 622.16

216 Supplying and erecting B class Galvanized iron pipe having smooth finished 2.00 Mtr. 215.13

bore of the pipe on both ends erected nuts and bolts along the pole / wall

shaping the pipe as per site requirement. Pipe dia as following. (B) 32 mm dia

217 Supplying & erecting approved make Digital time switch having lithium cell 6 3.00 Ea. 3168.37

years operative and operate battery backup 1 channel day clock with

memory programme, suitable to operate on 240V + 5%, 16A with, floating

contacts Minimum switching setup time 1 minimum & LCD display. Also

comprised permanent ON/OFF switching. Programming switches & housed in

fire proof thermoplastic enclosure & transparent cover erected as required with

necessary connection erected as directed.

218 Supplying & erecting power contactor ,AC3 duty for time switch complete 2.00 Ea. 1883.65

erected as per direction Cat III (B) 2 pole 250V 32 Amp.

(D) 4 pole 440V 40 Amp. 1.00 Ea. 2782.55

219 Supplying and erecting approved make panel mounting type Digital Voltmeter 1.00 Ea. 1275.63

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.

220 Supplying and erecting approved make panel mounting type Digital Ammeter 1.00 Ea. 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.

222 Providing & erecting L.T. Current Transformer with bar primary 50/5 to 1000/5 3.00 Ea. 274.72

ratio 15 VA burden erected in existing CRCA box duly secured with insulating

materials connected to the meter

223 Supplying and erecting approved make suitable panel indicator LED type lamp, 3.00 Ea. 43.43

lens cover, complete erected with necessary connections.

224 Providing & erecting open well horizontal mono block pump set with cast iron 2.00 Ea. 17279.08

body, complete for three phase submersible motor having [C] For 3 HP

phase open well horizontal mono block pump set suitable for 85 LPM to

LPM @ 11 mtr to 33 mtr head suitable for 50/65 mm dia. delivery pipe.

225 Supplying & erecting approved make motor control cubical panel (Direct - on - 3.00 Ea. 7722.46

line) made from 16 G. CRCA sheet duly epoxy powder painted inside and

outside with hinged doors and locking, arrangement consisting of suitable size

of ON- OFF isolator (AC - 3/23duty) main fuses, single phasing preventer,

indicating lamps for R- Y - B phases, overload relay, Automatic water level

wires duly socket crimped, main contactor & overload relay, start - stop push

buttons, to be erected on angle iron frame grouted on wall as directed. The

isolator, overload relay & contactors will be of L & T, Siemens or BCH make

only. (A) DOL up to 5.0 H.P.

226 S.I.T.C. submersible pump set suitable for bore of 100 mm. dia. or more 1.00 Ea. 22992.65

having three phase motor capacity not more than 3 H.P. of different range with

following capacity. Lifting and Lowering taken extra. (A) (20 stage) 170 to

LPM discharge at 57 to 48 mtrs. Respectively head suitable for 50 mm dia.

delivery pipe Cat.III

It. Rate in

Description of Item Qty. Unit Amount

No. figures

227 Lowering of submersible motor pump set at the depth of following, complete 1.00 Per 1711.95

with required. Nos. and size of casing pipes erected by means of proper chain Job

pulley block & pipe wrenches after checking of threads of each pipe with

coupling to take the load of the pump set and pipe assembly filled up with

water (A) Up to 60 mtrs.

(D) For Open well Horizontal submersible pump set for sump well (i) 1 HP to 5 2.00 Per 856.48

228 Providing and erecting ISI marked PVC insulated PVC Sheathed Flat flexible 140.00 Mtr. 146.45

Submersible copper cable approved make of following size. (C) 3 Core x 4 Sq.

229 Supplying of following size of STANDARD UPVC column pipe with coupler and 10.00 Mtr. 297.95

wire lock [D] 50 mm dia

230 Supply of following size of TOP & BOTTOM accessories i.e. Adaptor set (CI) 1.00 Per 1489.75

long, pump guard set, starter pipe Rubber ring for submersible pump & UPVC Set

column pipe as directed by Engineer - in - charge with necessary plumbing as

desired. [D] 50 mm dia.

231 Providing & laying approved make ISI marked HDPE 6Kg / cm2 (Class-3) as 60.00 Mtr. 163.62

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 6 mtr. (B)

mm inner dia.

232 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

Unit /kw /day (Actual) (1Year Avg) With 10 year Product warranty. 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

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.

Module Mounting Structure: 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 with stand the weight and wind speed of 150 km/hour,

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

mm to 1200 mm or as per site’s technical / feasibility requirement.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

a. Column –The minimum section (thickness) should be 60MM x 40MM

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

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

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 with various Govt. Department like state nodal agency, DISCOM

& CEIG is included in agency scope (Excluding All charges namely GEDA

Application fees, Solar connectivity Charges, Meter connectivity Charges,

Meter testing charges and system stability / strenthning charges)

(A) Grid Tied Solar Power System: 1 - 6 kW (Single phase) 8.00 Per 46648.87

TOTAL Rs.

i.e. Rs. Three Crore Ninety Six lacs Thirty Two thousand Seven hundred Sixty Seven and Thirty Eight 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

Balasinor (R & B) Sub Division, Mahisagar (R & B) Division, Mahisagar (R & B) Division,

Balasinor Lunawada Lunawada