Construction of Adarsh Nivasi School building for 480 student, Hostel building for Girls (480 Girls capacity), Kitchen and Dining hall (Capacity 160) and D-1 type 1 unit Quarter at Ankleshwar Dist. Bharuch

No. figures

1 Excavation for foundation upto 1.50 mt depth including sorting out and 7498.00 Cum 117.08

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 4822.50 Cum 162.38

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

all lead and lift for all sorts of soil.

3 Excavation for foundation from 3.00 mt to 5.00 mt. depth including sorting 1555.00 Cum 174.23

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

all lead and lift for all sorts of soil.

4 Filling in foundation and plinth with sand in layers of 20 cm thickness 868.50 Cum 460.19

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

5 Filling available excavated earth (excluding rock) in trenches plinth side of 6162.10 Cum 130.39

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

deposited layer by ramming and watering etc. complete.

cm thickness including watering, ramming and consolidation etc. complete

with all lead and lift.

7 Anti Termite System :- Providing and laying of permanent piping technology 3427.20 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 3 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.

8 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 492.90 Cum 2965.76

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

including cost of form work in foundation and plinth.

9 Providing and laying controlled cement concrete M-150 and curing complete 1294.20 Cum 3824.25

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.

10 Providing and laying controlled cement concrete M-250 and curing complete 1729.84 Cum 4319.24

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

reinforced concrete work in Foundations, footings & mass concrete.

11 Providing and laying controlled cement concrete M-250 and curing complete 135.30 Cum 6961.99

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

reinforced concrete work in Columns upto plinth level.

12 Providing and laying controlled cement concrete M-200 and curing complete 351.90 Cum 6889.06

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

reinforced concrete work in Columns upto floor two level.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

13 Providing and laying controlled cement concrete M-200 and curing complete 96.00 Cum 6927.13

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 63.00 Cum 6965.21

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 40.00 Cum 7003.29

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-200 and curing complete 40.00 Cum 7041.37

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

reinforced concrete work in Columns for Fifth floor.

17 Providing and laying controlled cement concrete M-200 and curing complete 18.00 Cum 7079.44

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

reinforced concrete work in Columns for Sixth floor.

18 Providing and laying controlled cement concrete M-250 and curing complete 843.80 Cum 5874.91

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

reinforced concrete work in plinth and Ground beams.

19 Providing and laying controlled cement concrete M-150 and curing complete 606.10 Cum 4950.52

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

reinforced concrete work in Plinth Slab.

20 Providing and laying controlled cement concrete M-200 and curing complete 848.00 Cum 5811.54

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

reinforced concrete work in floor two level beams.

21 Providing and laying controlled cement concrete M-200 and curing complete 369.00 Cum 5849.62

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

reinforced concrete work in Second floor beams.

22 Providing and laying controlled cement concrete M-200 and curing complete 197.00 Cum 5887.69

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

reinforced concrete work in Third floor beams.

23 Providing and laying controlled cement concrete M-200 and curing complete 185.00 Cum 5925.77

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

reinforced concrete work in Fourth floor beams.

24 Providing and laying controlled cement concrete M-200 and curing complete 185.00 Cum 5963.85

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

reinforced concrete work in Fifth floor beams.

25 Providing and laying controlled cement concrete M-200 and curing complete 8.00 Cum 6001.93

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

reinforced concrete work in Sixth floor beams.

26 Providing and laying controlled cement concrete M-200 and curing complete 31.40 Cum 6070.10

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

reinforced concrete work in Chhajja for floor two level.

27 Providing and laying controlled cement concrete M-200 and curing complete 12.00 Cum 6108.18

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

reinforced concrete work in Chhajja for Second floor.

28 Providing and laying controlled cement concrete M-200 and curing complete 5.22 Cum 6146.25

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

reinforced concrete work in Chhajja for Third floor.

29 Providing and laying controlled cement concrete M-200 and curing complete 5.00 Cum 6184.33

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

reinforced concrete work in Chhajja for Fourth floor.

30 Providing and laying controlled cement concrete M-200 and curing complete 5.00 Cum 6222.41

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

reinforced concrete work in Chhajja for Fifth floor.

31 Providing and laying controlled cement concrete M-200 and curing complete 1.00 Cum 6260.49

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

reinforced concrete work in Chhajja for Sixth floor.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

32 Providing and laying controlled cement concrete M-200 and curing complete 103.00 Cum 7078.59

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

reinforced concrete work in Lintel for floor two level.

33 Providing and laying controlled cement concrete M-200 and curing complete 47.00 Cum 7116.66

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

reinforced concrete work in Lintel for Second floor.

34 Providing and laying controlled cement concrete M-200 and curing complete 39.10 Cum 7154.74

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

reinforced concrete work in Lintel for Third floor.

35 Providing and laying controlled cement concrete M-200 and curing complete 39.00 Cum 7192.82

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

reinforced concrete work in Lintel for Fourth floor.

36 Providing and laying controlled cement concrete M-200 and curing complete 39.00 Cum 7230.89

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

reinforced concrete work in Lintel for Fifth floor.

37 Providing and laying controlled cement concrete M-200 and curing complete 1.00 Cum 7268.97

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

reinforced concrete work in Lintel for Sixth floor.

38 Providing and laying controlled cement concrete M-200 and curing complete 974.10 Cum 6303.98

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

reinforced concrete work in floor two level slab.

39 Providing and laying controlled cement concrete M-200 and curing complete 403.00 Cum 6342.06

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

reinforced concrete work in Second floor slab.

40 Providing and laying controlled cement concrete M-200 and curing complete 221.00 Cum 6380.13

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

reinforced concrete work in Third floor slab.

41 Providing and laying controlled cement concrete M-200 and curing complete 210.00 Cum 6418.21

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

reinforced concrete work in Fourth floor slab.

42 Providing and laying controlled cement concrete M-200 and curing complete 210.00 Cum 6456.29

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

reinforced concrete work in Fifth floor slab.

43 Providing and laying controlled cement concrete M-200 and curing complete 14.00 Cum 6494.36

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

reinforced concrete work in Sixth floor slab.

44 Providing and laying controlled cement concrete M-200 and curing complete 50.00 Cum 7895.25

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

reinforced concrete work in Staircases for Ground floor upto floor two level.

45 Providing and laying controlled cement concrete M-200 and curing complete 21.00 Cum 7933.32

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

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

46 Providing and laying controlled cement concrete M-200 and curing complete 15.00 Cum 7971.40

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

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

47 Providing and laying controlled cement concrete M-200 and curing complete 15.00 Cum 8009.48

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

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

48 Providing and laying controlled cement concrete M-200 and curing complete 15.00 Cum 8047.55

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

reinforced concrete work in Staircases for Fifth floor to Sixth floor.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

49 Providing and laying controlled cement concrete M-250 and curing complete 206.00 Cum 8560.92

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

reinforced concrete work in RCC vertical and horizontal wall for floor two

50 Providing and laying controlled cement concrete M-250 and curing complete 32.00 Cum 8599.00

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

reinforced concrete work in RCC vertical and horizontal wall for Second

51 Providing and laying controlled cement concrete M-250 and curing complete 28.00 Cum 8637.08

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

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

52 Providing and laying controlled cement concrete M-250 and curing complete 23.00 Cum 8675.16

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

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

53 Providing and laying controlled cement concrete M-250 and curing complete 23.00 Cum 8713.23

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

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

54 Providing and laying controlled cement concrete M-250 and curing complete 40.00 Cum 8751.31

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

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

55 Providing and laying controlled cement concrete M-200 and curing complete 101.30 Cum 6043.12

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

reinforced concrete work in Coping on floor two level.

56 Providing and laying controlled cement concrete M-200 and curing complete 8.30 Cum 6081.20

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

reinforced concrete work in Coping on Second floor.

57 Providing and laying controlled cement concrete M-200 and curing complete 16.70 Cum 6119.27

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

reinforced concrete work in Coping on Third floor.

58 Providing and laying controlled cement concrete M-200 and curing complete 7.40 Cum 6157.35

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

reinforced concrete work in Coping on Fourth floor.

59 Providing and laying controlled cement concrete M-200 and curing complete 7.40 Cum 6195.43

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

reinforced concrete work in Coping on Fifth floor.

60 Providing and laying controlled cement concrete M-200 and curing complete 21.20 Cum 6233.50

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

reinforced concrete work in Coping on Sixth floor.

61 Providing I.S.I. Mark T.M.T. bar Fe-550D bar reinforcement for R.C.C. work 1059693.44 Kg. 96.47

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

62 Providing and fixing 90 cm high Stainless steel railing made from anti 365.00 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.

63 Providing, laying and fixing 30 cm Height S.S. Railing made from 144.00 Rmt. 1571.96

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

304 grade (16 Gauge) S.S. round hollow pipe horizontal 1 Nos and 35mm

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

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

It. Rate in

Description of Item Qty. Unit Amount

No. figures

64 Providing, laying and fixing 45 cm Height M.S. Railing made from 1068.00 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.

65 Providing and laying brick work using common burnt clay building 640.10 Cum 4021.02

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.

66 Providing and laying brick work using common burnt clay building 1441.10 Cum 4289.33

conventional type bricks having crushing strength not less than

Kg/sq.cm. in super structure above plinth level upto floor two level in

cement mortar 1:5 (1 cement : 5 fine sand) for floor two level including the

cost of all materials and labour charges etc. complete.

67 Providing and laying brick work using common burnt clay building 481.00 Cum 4329.82

conventional type bricks having crushing strength not less than

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.

68 Providing and laying brick work using common burnt clay building 391.00 Cum 4370.31

conventional type bricks having crushing strength not less than

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.

69 Providing and laying brick work using common burnt clay building 303.00 Cum 4410.80

conventional type bricks having crushing strength not less than

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.

70 Providing and laying brick work using common burnt clay building 303.00 Cum 4451.29

conventional type bricks having crushing strength not less than

Kg/sq.cm. in super structure above plinth level upto floor two level in

cement mortar 1:5 (1 cement : 5 fine sand) for Fifth Floor including the cost

of all materials and labour charges etc. complete.

71 Providing and laying brick work using common burnt clay building 75.00 Cum 4491.78

conventional type bricks having crushing strength not less than

Kg/sq.cm. in super structure above plinth level upto floor two level in

cement mortar 1:5 (1 cement : 5 fine sand) for Sixth Floor including the cost

of all materials and labour charges etc. complete.

72 Providing and laying half brick work using common burnt clay building 1354.90 Sq.m. 651.67

conventional type bricks having crushing strength not less than

Kg/Sq.cm in cement mortar 1:4 (1 cement : 4 coarse sand) in cement

mortar in Foundation and plinth for floor two level including the cost of all

materials and labour charges etc. complete.

73 Providing and laying half brick work using common burnt clay building 627.75 Sq.m. 657.67

conventional type bricks having crushing strength not less than

Kg/Sq.cm in cement mortar 1:4 (1 cement : 4 coarse sand) in cement

mortar in Foundation and plinth for Second floor including the cost of all

materials and labour charges etc. complete.

74 Providing and laying half brick work using common burnt clay building 483.00 Sq.m. 663.67

conventional type bricks having crushing strength not less than

Kg/Sq.cm in cement mortar 1:4 (1 cement : 4 coarse sand) in cement

mortar in Foundation and plinth for Third floor including the cost of all

materials and labour charges etc. complete.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

75 Providing and laying half brick work using common burnt clay building 483.00 Sq.m. 669.67

conventional type bricks having crushing strength not less than

Kg/Sq.cm in cement mortar 1:4 (1 cement : 4 coarse sand) in cement

mortar in Foundation and plinth for Fourth floor including the cost of all

materials and labour charges etc. complete.

76 Providing and laying half brick work using common burnt clay building 483.00 Sq.m. 675.67

conventional type bricks having crushing strength not less than

Kg/Sq.cm in cement mortar 1:4 (1 cement : 4 coarse sand) in cement

mortar in Foundation and plinth for Fifth floor including the cost of all

materials and labour charges etc. complete.

77 Providing and fixing 150 mm wide, approved quality chicken wire mesh at 2406.80 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.

78 Providing 20 mm thick double coat mala cement plaster on interior brick / 10974.20 Sq.m. 276.49

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.

79 Providing 20 mm thick double coat mala cement plaster on interior brick / 4596.00 Sq.m. 302.42

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.

80 Providing 20 mm thick double coat mala cement plaster on interior brick / 2727.00 Sq.m. 328.36

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.

81 Providing 20 mm thick double coat mala cement plaster on interior brick / 2449.00 Sq.m. 354.30

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.

82 Providing 20 mm thick double coat mala cement plaster on interior brick / 2449.00 Sq.m. 380.23

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 Fifth floor.

83 Providing 20 mm thick double coat mala cement plaster on interior brick / 548.00 Sq.m. 406.17

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 Sixth floor.

84 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 6323.60 Sq.m. 150.80

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

85 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 2655.00 Sq.m. 173.56

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

It. Rate in

Description of Item Qty. Unit Amount

No. figures

86 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 1416.00 Sq.m. 196.31

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.

87 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 1342.00 Sq.m. 219.07

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

88 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 1342.00 Sq.m. 241.82

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 Fifth floor.

89 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 67.00 Sq.m. 264.58

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 Sixth floor.

90 Providing 20mm thick sand faced cement plaster with 18 x 8 mm grooves 18440.00 Sq.m. 380.27

as suggested by this office consisting of 12 mm thick backing coat of C.M.

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

cement : 1 coarse sand) for all heights as directed etc. complete and as per

pattern sample approved by the architect or directed engineer in-charge

91 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 1289.30 Rmt. 41.00

92 Providing and fixing eco-friendly light weight calcium silicate false ceiling 646.70 Sq.m. 1648.96

tiles 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 conductivity0.043° 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, 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 a grid of 1200 x

and size 24 x 48mm made of 0.30mm 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 dtectors etc., wheneveer

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 fasterners, 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

It. Rate in

Description of Item Qty. Unit Amount

No. figures

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 deducation 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

NRC for Globe, light reflection 85% non-combustible as per B.S. 476 part

IV, 100% humidity resistance and also having thermal conductivity.

w/m KC for the best thermal insulation.

93 Applying two coats of acrylic lappy - putty & two coats of primer of approved 37494.80 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.

94 Wall painting (two coats) with plastic emulsion paint of approved brand and 24366.20 Sq.m. 79.47

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.

95 Painting (two coats) with plastic emulsion paint of approved brand and 13128.60 Sq.m. 84.53

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.

96 Wall Painting (two coats) with weather proof 100% acrylic emulsion paint of 18418.00 Sq.m. 114.53

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 heights.

97 Providing and filling with good quality cinder (steam coal) as directed by 254.10 Cum 517.73

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

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

98 Providing water proofing treatment on sunk slab including cement concrete 931.10 Sq.m. 348.85

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.

99 Providing and laying water proofing treatment with china mosaic tiles 3610.20 Sq.m. 1106.96

flooring 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.

100 Providing plinth protection to building including excavation in ordinary soil 774.00 Sq.m. 1397.34

and 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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

101 Providing and fixing window having extruded aluminum colour anodized 236.00 Sq.m. 3898.60

section frame main outer size 95mm x 24.10mm x 1.17mm (WEIGHT @

738 Kg. / Rmt, horizontal Two track member size 92mm x 31.75mm x

1.50mm (WEIGHT @ 1.06 Kg / Rmt, vertical member of size 92mm x

31.75mm x 1.50mm. (WEIGHT@ 1.06 Kg / Rmt with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,

vertical member of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, @

Wt. 0.457 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 (V1) with same glass and frame as (W1)

window as details etc. complete.

102 Providing and fixing window having extruded aluminum colour anodized 21.00 Sq.m. 3653.17

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. for (W2)

103 Providing and fixing in position standard extruded approved colour anodized 212.00 Sq.m. 1747.70

Aluminum Ventilator as per design with outer frame 63.50 x 38.10 x

mm (@ Wt 1.094 kg/Rmt) with 3mm 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.

104 Providing and fixing Decorative Entrance Gate made out of cast iron and 806.40 Sq.m. 164.73

various mild steel tabular section combination, the Ornamental entrance

gate should be fixed at column including pattern and die making, cutting,

welding, grinding, fabrication, fixing in position at column 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 directed by engineer in charge.

105 Providing and fixing 38mm thick flush Single door shutter, solid core with 117.00 Sq.m. 4303.61

anodized aluminium section (weight not less than 1.10 kg/mt.) frame size

63.5mm x 38mm inserted non teak wood frame inside the aluminium

section for durable grip of hinges & double shutter with required teakwood

batten having 1mm thick lamination on both side, durable grip shall be

providing with both side 15cm long stainless steel handle and necessary

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

charge for all floors.

106 Providing and fixing 3 shutter 3 track window having extruded aluminum 298.00 Sq.m. 2411.88

Colour anodized section frame main outer size 95mm x 24.10mm x 1.17mm

@ wt.of 0.738 Kg/mt., horizontal two track member size 92mm x 31.75mm

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

1.50mm @ Wt. 1.07 Kg/mt with sliding shutters of horizontal member size

40 mm x 18mm x 1.29mm @ wt.of 0.547 Kg/mt, vertical member of size

40mm x 18mm x 1.29 mm @ wt.of 0.547 Kg/mt, bedding clip 19mm x

17.30mm x 0.90mm @ wt. of 0.124 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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

107 Providing and fixing 2 shutter 2 track window having extruded aluminum 177.00 Sq.m. 2936.07

Colour anodized section frame main outer size 95mm x 24.10mm x 1.17mm

@ wt.of 0.738 Kg/mt, horizontal two track member size 92mm x 31.75mm x

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

1.50mm @ Wt. 1.07 Kg/mt with sliding shutters of horizontal member size

40 mm x 18mm x1.29mm @ wt.of 0.547 Kg/mt, vertical member of size

40mm x 18mm x 1.29 mm @ wt.of 0.547Kg/mt, Beading clip 19mm x

17.30mm x 0.90mm @ wt. of 0.124 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.

108 Providing and fixing 4 shutter 2 track window having extruded aluminum 47.00 Sq.m. 2936.07

colour anodized section frame main outer size 95mm x 24.10mm x 1.17mm

@ wt.of 0.738 Kg/mt., horizontal two track member size 92mm x 31.75mm

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

1.50mm @ Wt. 1.07 Kg/mt with sliding shutters of horizontal member size

40 mm x 18mm x 1.29mm @ wt.of 0.547 Kg/mt, vertical member of size

40mm x 18mm x 1.29 mm @ wt.of 0.547Kg/mt, bedding clip 19mm x

17.30mm x 0.90mm @ wt. of 0.124 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.

109 Providing & fixing in position standard extruded approved colour anodised 69.70 Sq.m. 2641.45

Aluminum Ventilation with outer frame 65 x 25 x 1.50 mm standard box

frame @ Wt 0.833 kg/Rmt with 5mm thick ground glass and mosquito net

jali fixed to alluminium strip blade fixed or adjustable ventilation including all

required materials, fixtures, fastening, labours and equipments as per

detailed drawing as directed for Ventilators.

110 Providing and fixing Double shuttered door having green marble frame 33.30 Sq.m. 3316.84

(excluding cost of marble) with all open edges machine cut & machine

polished, fixed by zinc coated hinges with double shutter of factory made &

stamped I.S 12823 grade one, type one 35 mm thick solid core, melamine

faced, three layered resin, flushed door, having decorative lamination on

both sides & 12 mm thick teak wood beading fixed around the door, durable

grip shall be providing with both side 15cm long stainless steel handle and

necessary locking system, S.S. fixtures & fastenings etc. directed by

engineer in charge. Door from "NOVAPAN" or equivalent company holding

Licence for minimum 5 years.

111 Providing and fixing Single shuttered door having green marble frame 211.00 Sq.m. 3257.25

(excluding cost of marble) with all open edges machine cut & machine

polished, fixed by zinc coated hinges with double shutter of factory made &

stamped I.S. 12823 grade one, type one 35 mm thick solid core, melamine

faced, three layered resin, flushed door, having decorative lamination on

both sides & 12 mm thick teak wood beading fixed around the door, durable

grip shall be providing with both side 15cm long stainless steel handle and

necessary locking system, S.S. fixtures & fastenings etc. directed by

engineer in charge. Door from "NOVAPAN" or equivalent company holding

Licence for minimum 5 years.

112 Providing and fixing FRP frame size 100 x 50 mm and 35 mm thick (Fiber 384.00 Sq.m. 2363.40

Glass with PUF Injection) FRP depress panel single or double shutter

having extra reinforcement on sides & edges in gel coat finish. The core of

the both shutter & frame is to be filed up with injected fire retardant grade

polyurethane foam done in situ along with embedded wooden pieces for

stiffening & also taking hinges & fixtures. The whole FRP frame & single or

double shutter is to be waterproof, weatherproof, termite proof & resistance

to mild acid/alkali. Rates are to be inclusive of S.S. hinges with necessary

screws & alluminum fixtures & fastenings & fastener sleeve. Colour and

shade approved by Engineer-in-charge.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

113 Providing & fixing in position standard extruded Aluminum Three track (3 4.90 Sq.m. 4575.30

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

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

: Frame -Bottom with gutter -21203, Frame Top & Side-20837, Shutter top

& bottom 20993, Shutter Inter Lock -20550, Shutter Side (handle) -20553

with 5mm thick transparent tinted float glass with EPDM Rubber gasket, Air

lock strip 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.

114 Providing & fixing in position standard extruded Aluminum Four track (4 4.40 Sq.m. 4909.61

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

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

: Frame -Bottom with gutter -21198, Frame top & side-21204, Shutter top &

bottom 20993, Shutter Inter Lock -20550, Shutter Side (handle) -20553 with

5mm thick transparent tinted float glass with EPDM Rubber gasket, Air lock

strip 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.

115 Providing & fixing in position standard extruded Aluminum Two track (2 1.40 Sq.m. 4221.80

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

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

: Frame -Bottom with gutter -21203, Frame top & side-20837, Shutter top &

bottom 20993, Shutter Inter Lock -20550, Shutter Side (handle) -20553 with

5mm thick transparent tinted float glass with EPDM rubber gasket, Air lock

strip 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.

116 Providing & fixing in position standard extruded Openable alluminium 1.70 Sq.m. 3821.84

CASEMENT window with standard extruded colour anodized alluminium

section equivalent to Jindal Series E (30mm) Section Numbered: Frame -

Bottom with Gutter -21203, Frame top & Side-20837, Shutter top & bottom

20993, Shutter Side (handle) -20553 with 5mm thick transparent tinted float

glass with EPDM rubber gasket, Air lock strip 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.

117 Providing and fixing 35 mm thick flush door solid core single shutter having 18.70 Sq.m. 3522.88

1mm thick lamination on both side and 35 mm x 12mm teak wood batten on

shutter with 2 nos 15cm long stainless steel handle, 1 No. S.S. stopper

Cm long of ASIS 304, 2 nos S.S. Aldrop 20 cm long of ASIS 304 grade,

nos S.S Hinges and necessary locking system, fixtures & fastenings etc.

directed by engineer in charge for single shutter.

118 Providing & laying 600mm x 600mm double charged vitrified 8 mm thick 80.90 Sq.m. 1415.77

tiles flooring over 20 mm (average) base of cement mortar 1:6 (1 cement :

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 finished with flush pointing & cleaning the surface

etc. complete shade approved by Engineer in charge.

119 Providing and laying double charged Vitrified tiles 8 to 10 mm thick, 600mm 9.40 Sq.m. 1484.61

x 600mm in skirting, risers of steps and dedo on 10mm thick cement plaster

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

120 Providing and laying 60cm x 60cm machine polished machine cut blue kota 10934.20 Sq.m. 1043.53

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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

121 Providing and laying 60cm x 60cm machine polished blue kota stone slab 503.10 Sq.m. 1121.48

30mm thick in risers of steps, skirting, dedo and pillars laid on 10mm thick

cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with gray cement

slurry mixed with pigment to match the shade of slab including rubbing and

polishing etc. complete. (30mm thick)

122 Providing and laying matt finished ceramic tiles 60 x 60 cm size 6 mm thick 224.00 Sq.m. 1099.95

in flooring treads of steps and landing laid on a bed of 12 mm thick cement

mortar 1:3 (1 cement : 3 coarse sand) finishing with flush pointing in white

123 Providing and laying Anti skid ceramic tiles 30cm x 30cm size 6mm thick in 1466.30 Sq.m. 957.63

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

124 Providing and laying glazed tiles of the size 30 cm x 45 cm x 6 mm in 4157.50 Sq.m. 1417.36

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

cement : 3 coarse sand) & jointed with colour cement slurry.

125 Providing and laying machine cut, free edges, machine double polished 586.10 Sq.m. 2018.99

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

nozing rounded moulding in tread laid over 12 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.

126 Providing and fixing polished 18 mm thick black granite with full round edge 16.00 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.

127 Providing and fixing mirror polished 18 mm thick Green Marble stone with 1675.00 Sq.m. 2000.81

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.

128 Providing and laying 10 to 12mm thick ready made Full body vitrified anti 15.20 Sq.m. 1397.83

skid Flutes step tiles of 120 x 30cm tread, 120 x 15cm riser & 60 x 60cm

landing with 1cm projecting, nosing half rounded moulding in tread , laid

over 12 mm (av.) thick bases of cement mortar 1:3 (1-cement : 3-coarse

sand) jointed with grey or colour cement slurry including rubbing and

polishing including full body vitrified tiles approved by directed engineer in

129 Providing and fixing mirror polished 18 mm thick Black Granite stone with 29.20 Sq.m. 1959.40

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.

130 Providing and fixing precast Rubber Dye / steel Dye inter locking concrete 4928.00 Sq.m. 685.42

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.

131 Providing and fixing Safety grills of required pattern for windows / Door 32115.40 Kg. 108.07

using 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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

132 Providing and fixing a fixed type window mosquito net shutter consisting of a 461.13 Sq.m. 3232.00

powder coated aluminium hollow section frame of size 25 mm x 25 mm x

1.5 mm thickness, fabricated to the dimensions of the window opening. The

frame shall be fitted with fibre glass insect screen mesh having 18–20

threads per inch, secured into the frame using rubber spline and beading.

All necessary accessories and materials including aluminium corner joints,

silicone sealant for sealing gaps, rubber gaskets and other hardware shall

be supplied and fixed to ensure a tight-fitting, durable mosquito screen. The

aluminium frame shall have a smooth powder-coated finish in the approved

colour, with neat finishing around all edges, providing an effective barrier

against insects while allowing ventilation.

133 Providing, erecting and fixing I.S.I. Mark double layer water storage water 62000.00 Litre 3.95

tank of required capacity each with all necessary fittings and connection etc.

complete on terrace as directed.

134 Providing, laying and jointing in true line and level I.S.I. mark 50mm dia. 1008.00 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.

135 Providing, laying and jointing in true line and level I.S.I. mark 40mm dia. 780.00 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.

136 Providing, laying and jointing in true line and level I.S.I. mark 25mm dia. 864.00 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.

137 Providing, laying and jointing in true line and level I.S.I. mark 15mm dia. 910.00 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.

138 Providing, laying and jointing in true line and level I.S.I. mark 160mm dia. 385.00 Rmt. 831.22

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 2000 mm center to center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent cement including cost of

all materials.

139 Providing, laying and jointing in true line and level I.S.I. mark 110mm dia. 576.00 Rmt. 835.15

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 2000 mm center to center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent cement including cost of

all materials.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

140 Providing, laying and jointing in true line and level I.S.I. mark 75mm dia. 370.00 Rmt. 714.46

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.

141 Providing and fixing in position PVC SWR cowl vent to pipes (C) 75mm dia. 21.00 No. 16.16

as directed.

142 Providing and fixing in position PVC SWR cowl vent to pipes (B) 110mm 46.00 No. 29.29

dia. as directed.

143 Providing and fixing PVC SWR Nahni trap IS-14735 for drain - 100 mm 539.00 No. 558.36

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.

144 Providing and fixing wash down water closet (European type W.C. pan) with 107.00 No. 3001.72

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

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.

145 Providing and fixing water closet squatting pan (Orissa type W.C. pan) size 12.00 No. 1822.04

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.

146 Providing and fixing stainless steel grab 22 cm x 60 cm for handicapped 17.00 No. 1492.78

147 Providing and fixing Angle cock with wall flange crome finished brass (i) 327.00 No. 858.50

148 Providing and fixing ball cock of approved quality as directed. (A) Copper 17.00 No. 189.84

Metal (iv) 50mm dia.

149 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 85.00 No. 1546.18

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.

150 Providing and fixing 600mm x 450mm beveled edge mirror of superior glass 85.00 No. 833.73

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

with C.P. brass screws and washers.

151 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets 88.00 No. 603.19

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

152 Providing and fixing screw down bib taps of following size. (A) Brass screw 243.00 No. 214.81

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

153 Providing and fixing pillar tap, capstan head, screw down high pressure with 85.00 No. 308.73

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

154 Providing and fixing chromium plated brass half turn flush cock of approved 103.00 No. 263.77

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

by Engineer in charge.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

155 Providing and laying (to level or slopes) and jointing reinforced concrete 1263.00 Rmt. 665.48

light 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.

156 Providing and fixing S.W. Gully trap with C.I. grating brick masonry chamber 41.00 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

157 Constructing brick masonary chamber for underground C.I. Inspection 56.00 No. 3223.93

chamber and bends with bricks having crushing strength not less than

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.

158 Constructing brick masonry chamber for underground C.I. Inspection 44.00 No. 3933.95

chamber and bends with bricks having crushing strength not less than

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.

159 Extra over items for every additional depth of 0.1 m or part thereof beyond 32.00 No. 242.39

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

160 Extra over items for every additional depth of 0.1 m or part thereof beyond 24.00 No. 264.86

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

161 Providing and fixing G.I. ladder of required pattern with G.I. flats (30 x 3mm) 2450.00 Kg. 94.94

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.

162 Constructing Kitchen Platform of 18 mm thick Polished Black Granite at top 23.90 Sq.m. 4193.52

and 25 mm thick Kota stone slab one side polished at bottom with

cementing materials / adhesives including making necessary grooves in

walls with vertical sandwich two Kota stone 25 mm support every 60 cm

centre to centre or as required including all labour material of approved

quality including full moulded round front edge granite strip of one side

polished and jointed with grey cement slurry including rubbing and polishing

etc. complete for all floors.

163 Providing and fixing 25 mm thick polished kota stone shelves with full round 52.50 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.

164 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white 4.00 No. 3586.51

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

fittings. (C) Vitreous China sink. (i) 600mm x 450mm x 150mm size.

165 Providing and fixing Kitchen platform trolley having three drawers of SS (IS 23.90 Sq.m. 12629.04

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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

166 Providing and fixing 0.75 meter wide sand which type counter platform 60.00 Sq.m. 6984.15

including supplying and fixing granite stone of Z black or equivalent quality

18 mm thick mirror polished on top and side position and vertical strip at

front with cement slurry & adhesive including moulding of both exposed

edges over 25 mm thick kotah stone platform fixing in top and sides and

intermediates supports fixing with cement mortar and adhesive and finishing

all material and labour and accessories and 3 no flat back wash with

necessary fitting M.I. fisher, waste pipe and coupling, 15 mm pillar cock etc.

complete for all floors.

167 Providing and fixing 0.45 meter wide sand which type platform including 123.00 Sq.m. 3491.57

supplying and fixing granite stone of Z black or equivalant quality 18 mm

thick mirror polished on top and side position and vertical strip at front with

cement slurry & adhesive including moulding of both exposed edges over

25 mm thick kotah stone platform fixing in top and sides and intermediates

supports fixing with cement mortar and adhesive and finishing all material

and labour complete etc. complete for all floors.

168 Providing & fixing in position 300 mm high, 300mm wide English / Gujarati 525.00 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.

169 Providing and fixing in position 150 mm high, English letters made from 1.0 745.00 No. 404.00

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

necessary tools & plants etc. complete.

170 Providing and laying and fixing 50 mm thick expansion joint by hydro cell 284.00 Sq.m. 1491.03

semi rigid UV resistance with high performance laminated closed cell

polythene foam joint filler in sheet foam as directed etc. complete.

171 Applying and providing expansion joint sealing System on 100 mm wide 295.00 Sq.m. 4772.00

joint including cleaning of expansion joint by mechanical means provision of

adhesive and flexible membrane with required bond length as per

manufacturer specification and 4mm thick alluminium strip covering with

one side slotted and bolted with suitable system, inclusive of all manpower,

machinery and material as per specification and as directed.

172 Providing and filling the expansion joint by polymer confirm to BS 4254- 295.00 Rmt. 515.39

1983 as per required shade and manufactured specification by making

groove of 50 mm x 12.5 mm lather by cutting or by repairing groove and

removing mortar drop or any other foreign materials including applying

primer and filling required size (oversize of joint PU foam etc. complete.

173 Providing and fixing 25 cm wide & 3mm thick exterior composite panel on 217.00 Sq.m. 1054.34

existing expansion joint horizontally & vertically with all material, hardware,

accessories & fittings etc. completed.

174 Supplying and fixing Z clamp with type G.I. brackets for SWR / RWR / 1070.00 No. 121.20

Water supply plumbing all type of dia. pipe with G.I. clamp and necessary

175 Design, supply & installation of Name / Number Plate including lettering 8.00 Sq.m. 5858.00

made of polyvinayl of approved color on 1 mm thick stainless steel (SS 304)

sheet as approved by Architect or Engineer-in-charge for all floors.

176 Providing and fixing 114mm wide G.I. sheets louvers having weight not less 352.00 Sq.m. 4537.93

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.

177 Providing and fixing size : L 75mm x W 75mm x H 1200 ; 15 mm thick U 85.00 No. 616.81

shape corner Rubber Reflective Guards with yellow reflective Patti fixing on

RCC / brick surface Including all fitting and material charges & it shall be

Chemical Resistant, Fade Proof, Frost - Heat & Weather Proof, High

Flexural Strength, Highly Durable, Stain Resistance as per detailed drawing

etc. complete as directed by Architect or Engineer in charge.

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178 Supply and Installation of Corner Guard protection system fixed to brick 150.00 No. 1723.67

wall/or tile / dado at the corner from finished floor level. It should be

adjustable end cap. S.S.plate of 304 grade “100mm wide x 1.54mm

thickness x 1200mm length“. Corner guard system consist of following :

PVC cover, base, top and bottom end cap in different color etc. complete.

179 Providing and fixing 15 mm thick 300 mm x 300 mm Tactile Warning Tiles 186.00 Sq.m. 1209.07

(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

180 Providing and fixing a set of wall mounted 38 mm dia. U shaped horizontal 14.00 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

181 Providing and fixing acrylic multilingual Braille (raised dots) DIRECTIONAL 30.00 No. 1765.08

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.

182 Providing and fixing Braile Indicator of size 170 mm x 35mm for hand rails 110.00 Rmt. 945.76

of the approved design and make have braile dots raised 0.5 mm above

base plate to be installed at specific locations as per direction of the

Engineer -in- charge.

183 Providing and fixing of conspectus tape 50mm width on of treads in 210.00 Rmt. 2199.88

staircase including cutting pasting etc. as per harmonised guidelines

complete in all respect to the entire satisfaction of engineer in charge.

184 Providing and fixing an name plate above the entry gate or building, made 21.00 Sq.m. 9494.00

of 304-grade stainless steel with engraved or embossed letters, including

fixing with stainless steel screws, bolts and necessary accessories,

complete as per the direction of the Engineer-in-charge.

185 Providing & fixing cupboard shutter in wall using 19 mm thick plywood 8.60 Sq.m. 2823.96

Termite proof (Green play or equivalent), 6 mm thick plywood Termite proof

with teakwood battern 25 mm x 10 mm & including with frame 75 mm x

mm size on shutter as directed etc. complete including necessary 1mm

lamination on outer side & 0.80 mm white lamination on inner side, fixing by

necessary SS hinges, handels, 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

one coat of primer and two coats of oil painting or polishing as directed.

186 Providing and fixing to wall, ceiling and floor 10.0 kgF/cm2 working pressure 1220.00 Rmt. 336.24

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.

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187 Providing and fixing to wall, ceiling and floor 10.0 kgF/cm2 working pressure 160.00 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.

188 Providing junction for rain water junction chamber of size 0.60 x 0.60 x 88.00 No. 9125.35

0.75m 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.

189 Providing Filter chamber of brick work in C:M 1:6 of size 2.06m x 1.20m x 8.00 No. 16748.83

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

190 Providing Recharging pit of size 2.0m dia. & 2.0m depth of water logging 8.00 No. 14063.24

with excavation filling the pit with gravel & sand in layers including making

300mm dia bore depth of 4.5mt & above concrete with kapchi in layers (25-

40mm & 10-20mm) & B.T. metal 40mm & filling brick as directed by

Engineer-in-charge.

191 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- 36.00 Cum 3481.28

graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth.

192 Providing 15mm thick cement plaster in single coat on rough (similar) side 2050.00 Sq.m. 224.38

of single or half brick walls / concrete wall for interior plastering and finished

even and smooth in C. M. 1:4 (1 cement : 4 coarse sand) with floating coat

of neat cement slurry etc. complete for Ground floor.

193 Constructing brick masonry chamber for underground C.I. Inspection 20.00 No. 7180.44

chamber and bends with bricks having crushing strength not less than

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.

194 Providing and laying (two level or slopes) and jointing with stiff mixture of 498.00 Rmt. 518.84

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.

195 Providing, laying (to level or slopes) and jointing reinforced concrete light 60.00 Rmt. 3182.96

duty non-pressure pipes I.S. class NP2 of the following internal diameter

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

complete. (M) 1200mm

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196 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1 cement : 2 coarse 8.00 No. 23441.74

sand : 4 graded stone aggregate 20mm nominal size) foundation concrete

1:3:6 mix (1 cement : 3 coarse sand : 6 brick bats 40 + 50mm size) inside

plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5 coarse sand)

finished with a floating coat of neat cement and making channels in cement

concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20mm

nominal size) finished smooth complete including curing and fasting (i)

Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with

frame size 560mm diameter total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.) (A) With

230mm thick walls of brick masonry using brick having crushing strength

not less than 35Kg./Sq.cm. in Cement Mortar 1:5 (1- cement : 5 coarse

sand) (3) C type depth 2.25 Metre for 150mm diameter sewer.

197 Providing and fixing C.I. Manhole cover 0.60m x 0.45 mt. size having weight 7.00 No. 958.17

not less than 35 kgs. etc. complete.

198 Providing & erecting open well horizontal mono block pump set with cast 7.00 No. 36107.50

iron body, complete for three phase submersible motor having [H] For

H.P, 3 phase open well horizontal mono block pump set suitable for

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

199 Supplying & erecting approved make 3 phase motor control cubical panel 14.00 No. 19695.00

(Star-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 &

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 2.5 H.P.

200 Providing and fixing rolling shutters of approved make made of 80 mm wide 34.00 Sq.m. 3503.41

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.

201 Providing and fixing window having extruded aluminum colour anodized 26.00 Sq.m. 1713.70

section frame main outer size 63.50 x 38.10 x 1.95 mm (@ Wt 1.094 Kg /

Rmt), horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm

(@ wt.of 0.695 Kg/mt), vertical member of size 61.85 mm x 31.75mm x

mm (@ wt.of 0.659 Kg/mt) with sliding shutters of horizontal member size

40mm x 18mm x 1.29mm (@ wt. of 0.456 Kg/mt), vertical member of size

with 5 mm thick transparent bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and transparent silicon sealant glass

fixing to frame as per details etc. complete for window.

202 Providing and laying water proofing treatment with broken china mosaic 260.00 Sq.m. 747.29

flooring for terrace using 12 mm to 20 mm broken pieces of glazed tiles to

be laid over cement mortar 1:3 to plain or slope and to be tempered to bring

mortar creme out upto surface using white cement including rounding off

junctions and extending them upto 15 cm along the wall, clearing with water

and oxalic acid etc. as directed.

203 Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 coarse 260.00 Sq.m. 330.88

sand : 4 graded stone aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B) 50 mm thick.

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204 Drilling of min. 250 mm dia. bore hole in all strata including dual over burden 930.00 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

205 Manufacture, supply & delivery of cage type Trapezoidal shape ("V") wire 600.00 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.

206 Bore plug having 100 mm height made from M.S. plate with 3 holes of equal 6.00 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.

207 Providing PVC insulated flat submersible cable as per detailed technical 1200.00 Rmt. 180.79

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

208 Supplying and installing 3 phase borewell 15.00 H.P. submersible pump 6.00 No. 37160.90

sets 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 &

R.P.M. Cat. 3.5.

209 Providing and fixing check or non-return full way control wheel valve of 50 12.00 No. 1111.00

mm diameter.

210 Providing and fixing to wall, ceiling and floor galvanized mild steel tubes 900.00 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.

211 Supplying and lowering ISI marked unplasticized PVC (uPVC) casing pipe, 240.00 Rmt. 393.90

200mm outer diameter, as per IS:12818.

213 Geo hydrological ground water investigation including vehicle charges for 6.00 No. 14428.86

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

chemical analysis.

214 Box cutting the road surface to proper slop and camber for making a base 1314.00 Cum 104.20

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

road side slope as directed for all lead and lift.

215 Construction of 100/200 mm thick compacted granular sub base (Grade- I, 277.00 Cum 1294.64

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

216 Providing, laying, spreading and compacting graded stone aggregate to wet 346.00 Cum 1188.08

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

217 Compaction and finishing of cement concrete road by trimix M-250 process 1383.00 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.

218 Providing and laying homogeneous Grey cement based concrete kerbing of 502.00 Rmt. 361.64

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

concrete M25 grade, including necessary excavation, BBCC 1:5:10 7.5 cm

as per 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 charge.

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219 (A) Supplying, installation, testing and commissioning of electric driven 3.00 No. 91483.46

pressurisation pump suitable for automatic operation and consisting of

following, complete in all respects, as required : (Jockey Pump)

(B) Horizontal type, multistage, centrifugal pump of cast iron body and

bronze impeller with stainless steel shaft, mechanical seal conforming to

(C) Suitable HP squirell cage induction motor TEFC type suitable for

operation on 415 volts, 3 phase 50 HZAC supply with IP 55 class of

protection for enclosure, horizontal foot mounted type with Class-'F'

insulation, conforming to IS :

(D) M.S.fabricated Common base plate, coupling, coupling guard,

foundation bolts etc. as required. (E) Suitable cement concrete foundation

duly plastered and with anti vibration pads.

220 Supply, installation, testing & commissioning of Priming tank, HDPE type, 3.00 No. 25677.97

1000 litres, with necessary piping 100 mm size, G.I pipe for priming the

pumps, pipe of with butterfly valves for isolation, Water filling to priming tank

by piping min. 50 mm size, with all complete.

221 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1.00 No. 16156.41

1200 mm in height with air release valve on top and flanged connection to

riser, drain arrangement with 25 mm dia gun metal wheel valve with

required accessories, pressure gauge and painting with synthetic enamel

paint of approved shade as required.

222 Supply, fabrication & erection of above ground G.I. 'C'-Class, ERW piping, 35.00 Mtr. 658.43

conforming to IS:1239, part-I, Heavy class up to 150 mm dia. and IS:3589,

for size 200 mm dia. & above, thickness. G.I. pipe fitting's as per IS:

part-II, Heavy class for size 150 mm dia. & below & IS: 3589, for size

mm dia. above, flanges, nuts bolts & washers, 3 mm thick gasket, pipe

hangers, etc. hydrostatic testing for 2 hour's at 150% of the system

pressure, hook-up etc. painting for piping, fittings & structural pipe support,

shall be two coat of zinc primer and two coats of fire red conf. to IS:

Shade 536. Complete with all accessories as per approved drawings,

specification and direction of the Engineer-in-charge, with all complete.

223 Supply, fabrication & erection of above ground G.I. 'C'-Class, ERW piping, 60.00 Mtr. 1134.42

conforming to IS:1239, part-I, Heavy class up to 150 mm dia. and IS:3589,

for size 200 mm dia. & above, thickness. G.I. pipe fitting's as per IS:

part-II, Heavy class for size 150 mm dia. & below & IS: 3589, for size

mm dia. above, flanges, nuts bolts & washers, 3 mm thick gasket, pipe

hangers, etc. hydrostatic testing for 2 hour's at 150% of the system

pressure, hook-up etc. painting for piping, fittings & structural pipe support,

shall be two coat of zinc primer and two coats of fire red conf. to IS:

Shade 536. Complete with all accessories as per approved drawings,

specification and direction of the Engineer-in-charge, with all complete.

224 Supply, fabrication & erection of above ground G.I. 'C'-Class, ERW piping, 60.00 Mtr. 1668.91

conforming to IS:1239, part-I, Heavy class up to 150 mm dia. and IS:3589,

for size 200 mm dia. & above, thickness. G.I. pipe fitting's as per IS:

part-II, Heavy class for size 150 mm dia. & below & IS: 3589, for size

mm dia. above, flanges, nuts bolts & washers, 3 mm thick gasket, pipe

hangers, etc. hydrostatic testing for 2 hour's at 150% of the system

pressure, hook-up etc. painting for piping, fittings & structural pipe support,

shall be two coat of zinc primer and two coats of fire red conf. to IS:

Shade 536. Complete with all accessories as per approved drawings,

specification and direction of the Engineer-in-charge, with all complete.

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225 Supply, fabrication & erection of above ground G.I. 'C'-Class, ERW piping, 390.00 Mtr. 2262.88

conforming to IS:1239, part-I, Heavy class up to 150 mm dia. and IS:3589,

for size 200 mm dia. & above, thickness. G.I. pipe fitting's as per IS:

part-II, Heavy class for size 150 mm dia. & below & IS: 3589, for size

mm dia. above, flanges, nuts bolts & washers, 3 mm thick gasket, pipe

hangers, etc. hydrostatic testing for 2 hour's at 150% of the system

pressure, hook-up etc. painting for piping, fittings & structural pipe support,

shall be two coat of zinc primer and two coats of fire red conf. to IS:

Shade 536. Complete with all accessories as per approved drawings,

specification and direction of the Engineer-in-charge, with all complete.

226 Supply, fabrication & erection of above ground G.I. 'C'-Class, ERW piping, 200.00 Mtr. 15825.75

conforming to IS:1239, part-I, Heavy class up to 150 mm dia. and IS:3589,

for size 200 mm dia. & above, thickness. G.I. pipe fitting's as per IS:

part-II, Heavy class for size 150 mm dia. & below & IS: 3589, for size

mm dia. above, flanges, nuts bolts & washers, 3 mm thick gasket, pipe

hangers, etc. hydrostatic testing for 2 hour's at 150% of the system

pressure, hook-up etc. painting for piping, fittings & structural pipe support,

shall be two coat of zinc primer and two coats of fire red conf. to IS:

Shade 536. Complete with all accessories as per approved drawings,

specification and direction of the Engineer-in-charge, with all complete.

227 Supply, fabrication & erection of above ground G.I. 'C'-Class, ERW piping, 10.00 Mtr. 4837.97

conforming to IS:1239, part-I, Heavy class up to 150 mm dia. and IS:3589,

for size 200 mm dia. & above, thickness. G.I. pipe fitting's as per IS:

part-II, Heavy class for size 150 mm dia. & below & IS: 3589, for size

mm dia. above, flanges, nuts bolts & washers, 3 mm thick gasket, pipe

hangers, etc. hydrostatic testing for 2 hour's at 150% of the system

pressure, hook-up etc. painting for piping, fittings & structural pipe support,

shall be two coat of zinc primer and two coats of fire red conf. to IS:

Shade 536. Complete with all accessories as per approved drawings,

specification and direction of the Engineer-in-charge, with all complete.

228 Supply, installation, testing & commissioning of Underground G.I. (ERW) 20.00 Mtr. 3368.39

piping conforming to IS:1239, part-I, Heavy class ('C' class) up to 150 mm

dia. and IS:3589 Heavy class ('C' class), for 200 mm dia. & above, min.

6.35mm thickness including Heavy class fittings, anti-corrosive tape of size

150 mm wide x 4 mm thick, wrapping & coating with 13KV holiday testing .

Rates shall include sand bedding of 75mm dia all around, backfilling of the

excavated including installation of heavy pipe fitting's, flanges, etc. 10 % of

all the welded joints shall be done radiographically tested and 50% of the

joints radiographed shall be the "Field Joints". Hydrostatic testing for

hours at 150% of the system pressure, hook-up etc. complete with all

accessories as per approved drawings, specification and direction of the

Engineer-in-charge, with all complete. (Road Crossing) 150 mm dia.

229 Design, Supply and installation of Safety Signage made of Zinc Sulphilde 10000.00 Sq. 9.41

based glow in dark, Rigid sheet with High Luminous property enclosed in a inch

transperent weather proof UV stabilized plastic pasted on 3 mm thick clear

acrylic sheet such as EXITS, EMERGENCY EXIT, DO NOT USE LIFT

DURING FIRE, FLOOR MARKINGS, FIRE LIFT, STAIRCASE EXIT, FIRE

ALARM CALL POINT, FIRE HOSE REEL, FIRE HYDRANT POINT etc.

230 Providing, fixing, testing & commissioning of 15mm dia. quartzoid bulb type 100.00 No. 462.22

sprinklers of rating 68 degree centigrade with required accessories :

Pendent Sprinkler

231 Providing & fixing of pressure switch in M.S. pipe line including connection 5.00 No. 1369.03

etc. as required.

232 Providing and fixing in position the industrial type pressure gauges with gun 10.00 No. 1207.95

metal / brass valves complete as required

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233 Supplying, fixing, testing & commissioning of double flanged sluice valve of 4.00 No. 6381.92

rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked

complete with nuts, bolts, washers, gaskets and conforming to IS 780 of

following sizes as required : 50 mm dia.

234 Supplying, fixing, testing & commissioning of double flanged sluice valve of 3.00 No. 9471.70

rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked

complete with nuts, bolts, washers, gaskets and conforming to IS 780 of

following sizes as required : 80 mm dia.

235 Supplying, fixing, testing & commissioning of double flanged sluice valve of 3.00 No. 12965.41

rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked

complete with nuts, bolts, washers, gaskets and conforming to IS 780 of

following sizes as required : 100 mm dia.

236 Supplying, fixing, testing & commissioning of double flanged sluice valve of 2.00 No. 20157.12

rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked

complete with nuts, bolts, washers, gaskets and conforming to IS 780 of

following sizes as required : 150 mm dia.

237 BUTTERFLY VALVE (MANUAL) with CI body SS disc nitrile sheet & O - 10.00 No. 3005.13

ring & PN 16 pressure rating as specified. 50 mm dia.

238 BUTTERFLY VALVE (MANUAL) with CI body SS disc nitrile sheet & O - 5.00 No. 3591.10

ring & PN 16 pressure rating as specified. 80 mm dia.

239 BUTTERFLY VALVE (MANUAL) with CI body SS disc nitrile sheet & O - 6.00 No. 4793.00

ring & PN 16 pressure rating as specified. 100 mm dia.

240 BUTTERFLY VALVE (MANUAL) with CI body SS disc nitrile sheet & O - 3.00 No. 6227.97

ring & PN 16 pressure rating as specified. 150 mm dia.

241 Providing, installation, testing and commissioning of non-return valve of 3.00 No. 5127.87

following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts,

nuts, washers etc. as required. 50 mm dia.

242 Providing, installation, testing and commissioning of non-return valve of 1.00 No. 6811.18

following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts,

nuts, washers etc. as required. 80 mm dia.

243 Providing, installation, testing and commissioning of non-return valve of 3.00 No. 9785.76

following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts,

nuts, washers etc. as required. 100 mm dia.

244 Providing, installation, testing and commissioning of non-return valve of 1.00 No. 14090.93

following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts,

nuts, washers etc. as required. 150 mm dia.

245 Supply, installation, testing & commissioning of SG iron body Single plate 3.00 No. 1112.71

vafer type NRV conf. to ASTMA 536, PN-1.6 complete with mating Flanges

class # 150 with bolts & nuts, washers, gaskets 3 mm thick etc. with all

complete. Accessories 50 mm dia.

246 Supply, installation, testing & commissioning of SG iron body Single plate 2.00 No. 1455.09

vafer type NRV conf. to ASTMA 536, PN-1.6 complete with mating Flanges

class # 150 with bolts & nuts, washers, gaskets 3 mm thick etc. with all

complete. Accessories 80 mm dia.

247 Supply, installation, testing & commissioning of SG iron body Single plate 2.00 No. 1797.46

vafer type NRV conf. to ASTMA 536, PN-1.6 complete with mating Flanges

class # 150 with bolts & nuts, washers, gaskets 3 mm thick etc. with all

complete. Accessories 100 mm dia.

248 Providing, installation, testing and commissioning of stainless steel Y- 3.00 No. 4170.78

strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet

with 3 mm dia holes with stainless steel flange. 80 mm dia.

249 Providing, installation, testing and commissioning of stainless steel Y- 3.00 No. 5901.57

strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet

with 3 mm dia holes with stainless steel flange. 100 mm dia.

250 Providing, installation, testing and commissioning of stainless steel Y- 2.00 No. 9868.64

strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet

with 3 mm dia holes with stainless steel flange. 150 mm dia.

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Description of Item Qty. Unit Amount

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251 Supply, installing, testing and commissioning of Normax make C.I. heavy 3.00 No. 4194.07

duty ball type foot valve with flanges, nut bolts, gaskets etc. with necessary

complete accessories. 80 mm dia.

252 Supply, installing, testing and commissioning of Normax make C.I. heavy 1.00 No. 6162.71

duty ball type foot valve with flanges, nut bolts, gaskets etc. with necessary

complete accessories. 100 mm dia.

253 Supply, installing, testing and commissioning of Normax make C.I. heavy 1.00 No. 12411.02

duty ball type foot valve with flanges, nut bolts, gaskets etc. with necessary

complete accessories. 150 mm dia.

254 Supplying and fixing of fire brigade connection of cast iron body with gun 1.00 No. 12375.46

metal male instantaneous inlet couplings complete with cap and chain as

reqd. for suitable dia MS pipe connection conforming to IS 904 as required.

4 way - 150 mm dia M.S. Pipe.

255 Supplying and fixing of fire brigade connection of cast iron body with gun 3.00 No. 5970.25

metal male instantaneous inlet couplings complete with cap and chain as

reqd. for suitable dia MS pipe connection conforming to IS 904 as required.

2 way - 100 mm dia M.S. Pipe.

256 Supplying FIRE bucket round bottom of 9 liters capacity made out of 24 12.00 No. 1027.12

gauge G.I Sheet with extra handle at bottom duly painted white inside and

Red out side with FIRE mark. Filled with dry-sand and kept on existing

stand provided or hung on wall hook.

257 Supplying and erecting floor mounting stand for keeping four nos. of FIRE 3.00 No. 5563.55

buckets comprising 1500 mm in length, 900 mm height frame made out of

30mm x 30 mm x 4 mm angle iron with cross supports legs, welded with

hooks and duly painted with one coat of primer and two coats of approved

enamel P.O. red paint.

258 Supplying and fixing office plate made out of 6 mm thick stainless steel 18.00 No. 1170.12

(Grade 304) with office of required size to be fitted between flange & landing

valve of external and internal hydrants to reduce pressure at the outlet to

the level of 3.5 kg/cm2 complete as required.

259 Supplying and installing the following sizes of perforated hot dipped 30.00 Mtr. 853.09

galvanized iron cable tray / cable tray with perforation not more than 17.5 %

in convenient sections, joined with connectors, suspended from the ceiling

with G.I. fittings, suspenders including G.I. bolts nuts and required

accessories. (5) 300 x 50 x 1.5 mm thick.

260 Supplying and installing the following sizes of perforated hot dipped 30.00 Mtr. 634.29

galvanized iron cable tray / cable tray with perforation not more than 17.5 %

in convenient sections, joined with connectors, suspended from the ceiling

with G.I. fittings, suspenders including G.I. bolts nuts and required

accessories. (3) 150 x 50 x 1.5 mm thick.

261 Supplying and fixing single headed internal hydrant valve with instantaneous 16.00 No. 5436.49

Gun metal / Stainless steel coupling of 63 mm dia. with cast iron wheel ISI

marked conforming to IS 5290 (Type-A) with blank Gun metal / Stainless

steel cap and chain as required. Single headed stainless steel.

262 Supplying & fixing 63 mm dia. gun metal short branch pipe with 20 mm 16.00 No. 1471.84

nominal internal diameter size nozzle conforming to IS 903 suitable for

instantaneous connection to interconnect hose pipe coupling as required:

Stainless Steel (Grade 304)

263 Supply & installation, testing & commissioning of Fire Fighting Hose - conf. 16.00 No. 6967.29

to IS : 636, type B (type- 3), The fire hose shall be 15 m long with 63 mm

dia. stainless steel (SS 304) couplings conf. to IS: 903, at both the ends for

connection with the hydrant valve and the branch pipe.

264 Supply, installation, testing & commissioning of fabricated from 3 mm MS 16.00 No. 2525.00

sheet, hose box of size 450 mm x 600 mm x 250 mm - painted with Fire

Red as per IS: 5, shade no. 536 front 3 mm thick transparent glass with lock

& key, handle and brass hinges - to accommodate one number of 15 mtr

long hose and one number of universal branch pipe, including supporting

arrangement with civil work.

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Description of Item Qty. Unit Amount

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265 Supplying and fixing first-aid Hose Reel with MS construction spray painted 16.00 No. 7682.68

in post office red, conforming to IS 884 complete with the following as

required. 20 mm nominal internal dia water hose thermoplastic (Textile

reinforced) type-2 as per IS: 12585 20 mm nominal internal dia gun metal

globe valve & nozzle. Drum and brackets for fixing the equipments on wall.

Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe

and socket. 30 mt.

266 Supplying, fixing & testing of of C.I. ball Valve 25mm dia. (Thread) 25.00 No. 706.14

267 Supplying, fixing & testing of New Battery of diesel engine 150 Amp. 1.00 No. 15834.75

268 Supply and installation of Diesel Tank for Diesel Engine with all accessories 1.00 No. 16690.67

269 Supplying, filling & testing lube oil for diesel engine 20.00 Ltr. 320.98

270 Supply and commissioning of Oil Filter. 1.00 No. 706.14

271 Supplying, filling of diesel in diesel engine tank. 75.00 Ltr. 89.87

272 Supply and commissioning of Diesel filter. 1.00 No. 427.97

273 Supplying, filling & testing coolant to engine cooling for radiator. 20.00 Ltr. 239.66

274 Filling of Gaps between pipe and Core Cutting hole with chemical and 92.00 No. 299.58

275 Steel work, welded in built up sections framed work including cutting, 14090.00 Kg. 90.48

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.

276 Supplying and drawing following sizes of FRLS PVC insulated copper 120.00 Mtr. 121.57

conductor, single core cable in the existing surface/ recessed steel/ PVC

conduit as required. (E) 3 core 2.5 Sq.mm for pressure switch

277 Supplying and drawing following sizes of FRLS PVC insulated copper 120.00 Mtr. 182.36

conductor, single core cable in the existing surface/ recessed steel/ PVC

conduit as required. (B) 3 core 4 Sq. mm

278 Supplying and making end termination with brass compression gland and 120.00 Mtr. 227.28

aluminium lugs for following size of PVC insulated and PVC sheathed /

XLPE aluminium conductor cable of 1.1 KV grade as required. (D) 3 core

Sq.mm (Only Fire Panel to Fire Pump)

279 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand 30.00 Mtr. 243.23

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

existing trench / pipe at road crossing or floor of following size of cable for

Diesel Engine Battery Charger (A) 3 core 2.5 Sq.mm

280 Supply, filling and fixing of approved make ABC type fire extinguisher - 6 35.00 No. 1968.64

Kg. capacity as per IS:15683 & IS :

281 Supply, filling and fixing of approved make CO2 type fire extinguisher. 35.00 No. 5520.76

Capacity 4.5 Kg. (conforming to IS-15683).

282 Supply, filling and fixing of approved make ABC Modular type automatic fire 35.00 No. 3423.73

extinguisher. Capacity 5 Kg. (conforming to IS-15683).

283 Submitting the application to obtain Fire Plan Approval and after completion 3.00 No. 151500.00

of work obtain Final Fire NOC for 3 Year.

284 Supply, Installation and commissioning of Air Release Valve, 25 mm dia. 4.00 No. 1412.29

connection.

285 Supplying, installation, testing & commissioning sector panel suitable for 4.00 No. 7851.74

following zones, complete with visual indications for short circuit fault, open

circuit fault, fire condition and all other standard facilities as per 18:2189

with mimic diagram for all area / zone covered, complete with all

connections, interconnections as required. 4 Zone.

286 Supplying, installation, testing & commissioning of smoke detector with 20.00 No. 1021.41

builtin LED and mounting base complete with all connections etc. as

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287 Supply, Installation and commissioning of plug in base for the smoke 20.00 No. 256.78

detectors, hooters, with complete accessories.

288 Supplying, installation, testing & commissioning fire alarm sounder with 20.00 No. 493.51

facility to make announcement, mounted in M.S. box (16 SWG) with hinged

cover plate & suitable for operation with amplifier i/c line matching

transformer etc. complete as required.

289 Supplying, installation, testing & commissioning of manual call box of ABS 20.00 No. 361.53

type in surface/recess with stainless steel chain & hammer assembly

complete with glass and push button etc. as required.

290 Supplying and drawing following sizes of FRLS PVC insulated copper 1200.00 Mtr. 86.73

conductor, single core cable in the existing surface/ recessed steel/ PVC

conduit as required. (A) 2 core 2.5 Sq. mm for Fire Alarm System

291 Core cutting in wall and in RCC slab with size as below. 50 mm dia. hole. 35.00 No. 342.37

292 Core cutting in wall and in RCC slab with size as below. 80 mm dia. hole. 10.00 No. 427.97

293 Core cutting in wall and in RCC slab with size as below. 100 mm dia. hole. 10.00 No. 513.55

294 Core cutting in wall and in RCC slab with size as below. 150 mm dia. hole. 25.00 No. 599.15

295 Core cutting in wall and in RCC slab with size as below. 200 mm dia. hole. 12.00 No. 855.93

296 (A) Supplying, installation, testing and commissioning of Electric driven Main 1.00 Set 293986.80

Fire Pump suitable for automatic operation and consisting of following,

complete in all respects, as required:

(B) Horizontal type, multistage, centrifugal, split casing pump of cast iron

body & bronze impeller with stainless steel shaft, mechanical seal

conforming to IS

(C) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed

1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply

with IP 55 protection for enclosure, horizontal foot mounted type with Class-

'F' insulation, conforming to IS-325.

(D) M.S. fabricated Common base plate, coupling, coupling guard,

foundation bolts etc. as required.

(E) Suitable cement concrete foundation duly plastered with anti vibration

pads. 1620 Ipm at 70 m Head

297 (A) Supplying, installation, testing and commissioning of diesel engine 1.00 Set 524433.51

driven main fire pump suitable for automatic operation and consisting of

following, complete in all respects, as required : (Diesel Driven Pump)

(B) Horizontal type, multistage, centrifugal pump of cast of iron body and

bronze impeller with stainless steel shaft, mechanical seal conforming to IS

(C) Suitable HP, 1500 RPM water cooled with radiator, diesel engine

conforming to relevant IS standard complete with auto starting mechanism,

12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended

upto 10 m outside pump house duly insulated with 50 mm thick glass wool

with 1.0 mm thick aluminium sheet cladding, residential silencer,

instruments and protection as per standard specification, stop solenoid for

auto stop in the event of fault with audio indications, painted with post office

red colour etc. as required.

(D) M.S. fabricated, common base plate, coupling, coupling guard,

foundation bolts etc. as required.

(E) Suitable cement concrete foundation duly plastered and with anti

vibration pads. 1620 Ipm at 70 m head.

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298 Fabrication, supply, Insallation testing & commissioning of Electrical control 1.00 No. 217612.83

panel of cubical construction, floor mounted type, fabricated out of 2mm

thick CRCA sheet, compartmentalised with hinged lockable doors, dust and

vermin proof, powder coated of approved shade after 7 tank treatment

process, cable alley, inter-connection with suitable size copper conductor

cable/solid copper strip, having switchgears and accessories, mountings

and internal wiring, earth terminals, numbering etc. complete in all respect,

suitable for main fire pump, pressurisation pump & diesel pump set

complete as per CPWD specification with following in coming and

Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with

enclosure protection class IP 42 as required : INCOMING 250A, 50kA

RYB phase indicating lamps, ON, OFF, trip indicating lamps.

Set of Copper Bus Bar 300A

switches and LED type ON, OFF, trip indicating lamps)

MAIN FIRE PUMP

125 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta

starter suitable for 60 HP pump with overload protection, current sensing

type single phase preventor complete with all acceessories and internal

auto/manual/OFF operation.

JOCKEY PUMP

63 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic

Star/Delta starter with overload protection, current sensing type single

phase preventor complete with all acceessories and internal wiring required

operation.

DIESEL ENGINE CONTROL

Control for diesel engine comprising -Automatic / Manual selctor switch &

attempts starting device, timers and relays as required, push buttons, start /

stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High

Water Temp and Engine on indication Battery charger suitbale for 12V/24 V

DC Ammeter all standard relays

and accessories for automatic operation of diesel engine

299 Pay Legal Fees to concern authority for obtaining Plan approval and Final 11031.00 Sq.m. 12.12

300 Supplying of well rotted FYM manure with all lead and Lift including 117.00 Cum 378.75

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

301 Scarifying the surface of Soil including spreading of DAP fertilizer mixing 4675.00 Sq.m. 26.26

with Soil properly levelling gand dressing of the plot.

302 Supplying and planting Dibbing semi carpet lawn at distance of abour 15 cm 4675.00 Sq.m. 20.20

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

roller amd wetering etc complete.

303 Bowing and developing flowering plants grown in nursery having 40.00 No. 30.30

approximate 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.

304 Bowing and developing flowering plants grown in nursery having 20.00 No. 60.60

approximate 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.

305 Bowing and developing flowering plants grown in nursery having 40.00 No. 60.60

approximate 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

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306 Bowing and developing flowering plants grown in nursery having 40.00 No. 75.75

approximate 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

307 Bowing and developing flowering plants grown in nursery having 40.00 No. 10.10

approximate 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

308 Bowing and developing flowering plants grown in nursery having 20.00 No. 15.15

approximate 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.

309 Labour charges for planting various plants after proper anti termite 200.00 No. 40.40

treatment in pits including placing property and filling the pit with required

prepared mix soil and watering and dispporting etc. complete.

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

stipulated period is completed for plantation of lawn and plants including

applying second round of proper antitermite treatment.

311 Providing and fixing to wall, ceiling and floor 80 Schedule Syntex / Astra 170.00 Rmt. 442.04

(C.P.V.C.) or equivalent of the following nominal bore tube fittings and

clamps the wall, ceiling and floor (C) 40 mm

312 Providing and fixing to wall, ceiling and floor 80 Schedule Syntex / Astra 170.00 Rmt. 205.00

(C.P.V.C.) or equivalent of the following nominal bore tube fittings and

clamps the wall, ceiling and floor (A) 20 mm

313 Providing and fixing brass screw down stop cock (A) 15 mm. dia. as 4.00 No. 287.85

directed by Engineer in charge.

314 Rubber hose pope 15 mm dia. of approved brand and make. 200.00 Rmt. 25.25

315 Providnig and fixing G.I. Nipple as directed. 4.00 No. 20.20

316 Earthwork in cutting in all sorts of soil and soft murrum including conveying 90.00 Cum 217.15

and spreading the stuff, embankment as and where directed within

200meters from the end of the cutting with all required lead and lift upto

317 Earthwork for embankment including breaking clods, dressing with all lead 3154.00 Cum 161.22

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

all lead and lift.

318 Rolling of earthwork in layers with power roller including filling in 3334.00 Cum 22.48

depressions which occur during the process and Watering of earth work as

319 Providing and fixing of Ridge flashing for roof panel shall be made out of 0.5 374.00 Sq.m. 858.67

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.

320 Demolition of brick work and stone masonry including stacking of 86.00 Cum 536.09

serviceable materials and disposal of unserviceable materials with all lead

and lift. (ii) In Cement Mortar.

321 Demolition including stacking of serviceable materials and disposal of 144.00 Cum 1030.81

unserviceable materials with all lead and lift. (i) R.C.C. work

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322 Constructing providing and fabricating cattle guard using channel section 27.00 Sq.m. 5104.54

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.

323 Providing and fixing decorative entrance sliding gate made out of cast iron 3150.00 Kg. 163.62

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.

324 Providing and fixing concertina coil fencing with punched tape concertina 968.00 Rmt. 579.74

coil 600 mm dia 10 mt openable length having 50 no rounds per 6 mt

length, upto 3mt height of wall with existing angle iron (50mm 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.

Electrical Items

325 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 1908.00 Pt. 485.81

(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

Point wiring for Light Point in Bath & W/C .Cat-III 5.00 Pt. 242.91

326 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) 706.00 Pt. 674.68

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

327 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both 148.00 Pt. 510.05

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 91.00 Pt. 745.38

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

concealed in wall/ceiling complete Cat-III

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328 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin 394.00 Pt. 257.55

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

329 Point wiring for Two Way Controlled Light Point with 2-1.5 sq.mm & earth 2.00 Pt. 603.98

wire 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

330 Providing following type of Modular Type Accessories mounted with PVC / 2.00 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 (4) TV Co-axial Socket

outlet. Cat-III

(8) Computer RJ-45 socket Cat-III 103.00 Nos. 160.59

(9) 16 Amp. SP one way switch.Cat-III 19.00 Nos. 180.79

(10) 6/16Amp. Universal socket Cat-III 28.00 Nos. 199.98

(14) 6A/ 10A/ 16A/ 20A/ 25A/ 32A Double Pole Modular MCB Switch Cat-III 9.00 Nos. 410.06

331 Providing and erecting ISI mark Medium class RIGID PVC PIPES of 3935.00 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)

332 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 10185.00 Mtr. 82.82

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

333 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 800.00 Mtr. 112.11

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 1025.00 Mtr. 260.58

334 Providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi 223.00 Mtr. 56.56

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.(e) One wire 6.00 sq. mm

(h) One wire 25.00 sq. mm 102.00 Mtr. 236.34

335 Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv 1875.00 Mtr. 22.22

grade ISI marked copper wires of following size to be erected as

directed.(c) 1.00 Sq.mm 2 core round / flat PVC sheathed.

(e) 1.50 Sq.mm 3 core round PVC sheathed 485.00 Mtr. 46.46

(k) 4.00Sq.mm 4 core round PVC sheathed 40.00 Mtr. 176.75

336 Providing & erecting approved make following size of TV Co-axial flexible 60.00 Mtr. 39.39

cable 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.(b) RG-6

337 Supplying & erecting approved make LAN cable of following size in existing 2060.00 Mtr. 47.47

pipe as per direction. [C] CAT -

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338 Providing & erecting Switch board for Computer or electric apparatus 103.00 Nos. 1133.22

consisting of following modular type accessories mounted with PVC /

Metallic concealed / open box with single mounting base frame covered with

textured / metallic / white front plate,modules erected with necessary

connections as directed. 1 no. 6A/16A universal plug-switch combined.

nos. 6A Switch, 3 nos. 6A 5 pin Plug [B] For Modular Type Accessories Cat-

339 Decorative call bell Ting-tong box type 250 volts complete erected. 7.00 Nos. 71.71

340 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 45.00 Nos. 373.70

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

the ranges shown) (A) Tube Light with integral driver. (iv) 22-24 Watts,

Surge - 2KV,IP-20, conventional 4 feet Cat-III

(v) 36 Watts, Surge-2 KV, IP-20, conventional 4 feet Cat-III 1485.00 Nos. 535.30

341 Supplying and erecting led lamps with following wattage capacity of 220 to 204.00 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 Cat-III

342 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 56.00 Nos. 1794.77

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

Light with provision for Plane front frame with translucent cover fixed to

housing complete.IP20.(vi) 36 watts, 24" x 24", Surge- 2KV Cat-III

343 Supplying and erecting LED street light / Flood light fittings with High power 81.00 Nos. 5976.17

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

Street Light (IP-65), Surge protection -4KV integral and Light must have

440VAC line supply with over-voltage protection. (iii) Above 60 to 90 watts.

(B) Flood Light (IP-65), Surge protection -4KV integral and Light must have 22.00 Nos. 9647.52

440VAC line supply with over-voltage protection. (vi) above 160 to

watts Cat-III

(vii) above 200 to 250 watts.Cat-III 20.00 Nos. 10818.11

(C) Post Top Lantern LED fitting comprises of finish cast aluminum spigot 8.00 Nos. 4819.72

and spun aluminum canopy fixed with opal polycarbonate, pipe

arrangement for vertical mounting driver and accessories wired upto

terminal block. IP 65 (b) 40 W Cat-III.

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344 Providing and erecting Approved make Four pole moulded case circuit 33.00 Nos. 6173.12

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

345 Providing and erecting Approved make Four pole moulded case circuit 2.00 Nos. 8055.76

breaker 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 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

346 Providing and erecting Approved make Four pole moulded case circuit 3.00 Nos. 16221.61

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 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

347 Providing and erecting Approved make Four pole moulded case circuit 7.00 Nos. 20946.39

breaker having breaking capacity ICU of 35 KA. and above at 415 V having

normal current rating 250A. with variable 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

348 Providing and erecting Approved make Four pole moulded case circuit 2.00 Nos. 25228.79

breaker having breaking capacity ICU of 50 KA and above at 415 V having

Normal current rating 400A. with variable 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

349 Supplying & erecting approved make Four Pole 415V change over switch 1.00 Nos. 13353.21

interior for panel mounting with operating mechanism A.C.23 duty

confirming to IS for (E) 250A / 320A. Cat-III

(F) 400A. Cat-III 1.00 Nos. 22255.35

350 Providing and erecting busbar chamber confirming to IS-375 fabricated from 1.00 Rn. 4421.78

16 G.M.S. sheet, dust & vermin proof having hinged door with rubber Mtr

gasket and necessary busbar supports with COPPER busbar having current

density not more than 1.6 Amp. / sq.mm (Rated current / cross section

area) duly wrapped with colour insulation tape for phase sequence, three

phase & neutral each suitable for following current capacity with necessary

painting mounted on wall or pedestal frame of required size with necessary

connections. (A) Suitable for 63/100 Amp. capacity

351 Supplying and erecting triple pole & neutral 440V / 500V panel mounting 7.00 Rn. 1961.42

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

density not more than 1.6 Amp. / sq.mm (Rated current / cross section

area) duly wrapped with colour insulating tape for phase sequence of

following current carrying capacity, erected with necessary bus bar supports

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

with necessary connections. (A) Suitable for 100 Amp. Capacity

(B) Suitable for 200 Amp. capacity 2.00 Rn. 3202.71

(C) Suitable for 300 Amp. capacity 3.00 Rn. 4909.61

(D) Suitable for 400 Amp. capacity 1.00 Rn. 7319.47

352 Providing and erecting Miniature circuit breaker single pole 0.5A to 2A 111.00 Nos. 270.68

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

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

353 Providing and erecting Miniature circuit breaker single pole 6A to 25A 786.00 Nos. 112.11

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

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354 Providing & erecting 240 V MCB double pole switch for motor & inductive 6.00 Nos. 330.27

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

existing box having following capacity.(B) 40 Amp.Cat-III

355 Providing & erecting 240 V MCB double pole switch for lighting Load (B 29.00 Nos. 295.93

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

box having following capacity. (B) 40 Amp. Cat-III

356 Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B 41.00 Nos. 578.73

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

having following capacity. (a) 6 to 32 Amp. Cat-III

(b) 40 Amp. Cat-III 81.00 Nos. 638.32

355 Plastic enclosure fitted with DIN rail suitable for incorporating Three /Four 6.00 Nos. 108.07

356 Sheets steel powder coated enclosure suitable for incorporating One/Two 40.00 Nos. 176.75

357 Providing and erecting Sheet Steel powder coated MCB distribution board - 12.00 Nos. 1152.41

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) (iii) 8 way

(B) three phase incoming and single phase horizontal type outgoing Per 41.00 Nos. 2913.85

phase isolation type (PPI) (b) sheet steel double door (ii) 6 way

356 Providing and erecting Approved make RCCBs conforming to IS: 12640 and 163.00 Nos. 1969.50

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)

Amps.DP.Cat-III

357 Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 60.00 Kg 77.77

358 Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron 63.00 Nos. 368.65

pipe with coupling and buch buried in specially prepared earth pit complete

with necessary 8 SWG earth wire.

359 For using salt and charcoal / coke as required for pipe type earthing. 63.00 Nos. 171.70

360 Supplying & erecting earth pit of minimum bore dia.150mm size approved 19.00 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.

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361 Providing & erecting weather proof, dust & vermin proof, floor mounted front 24.40 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

362 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand 240.00 Mtr. 284.82

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

in existing trench / pipe of following size of cables. (C) 3 1/2 core 50 Sq. mm

( 25 Sq.1/2 mm core)

(D) 3 1/2 core 70 Sq.mm (35 Sq.mm 1/2 core) 125.00 Mtr. 378.75

(E) 3 1/2 core 95 Sq. mm (50 Sq.mm 1/2 core) 245.00 Mtr. 490.86

(H) 3 1/2 core 185 Sq.mm (95 Sq.mm 1/2 core) 5.00 Mtr. 904.96

363 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand 1595.00 Mtr. 126.25

/ 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 6 Sq.

(C) 4 core 10 Sq. mm 60.00 Mtr. 140.39

364 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand 378.00 Mtr. 153.52

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

in existing trench / pipe of following size of cables.(A) 4 core 16 Sq.mm

(B) 4 core 25 Sq. mm 423.00 Mtr. 190.89

365 Making trench in soft soil of suitable width of 90 cm deep for laying cable or 1390.00 Mtr. 55.55

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

surface as normal ground.

366 Providing & laying. R.C.C. Hume pipe for cable to be laid 90 cm. below 50.00 Mtr. 397.94

ground across the road crossing or on floor with necessary material in an

approved manner and making the ground as per original.(B) 400 mm dia.

367 Providing & laying approved make Double walled corrugated pipes (DWC) 1063.00 Mtr. 62.62

of polyethylene (conforming to IS 14930 II) with necessary connecting

accessories of same material at required depth in existing trench for laying

of cable below ground / road surface for enclosing cable (A) 50 mm Outer

(C) 90 mm outer dia 190.00 Mtr. 95.95

(D) 120 mm outer dia. 220.00 Mtr. 137.36

368 Providing and, fixing heavy duty flange type brass cable gland with rubber 158.00 Nos. 38.38

ring 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 6.00 Nos. 38.38

(D) 2 to 4 core 16 Sq. mm 18.00 Nos. 47.47

369 Providing and, fixing heavy duty flange type brass double compression type 4.00 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 2.00 Nos. 103.02

(D) 3 & 1/2 core 95 Sq. mm 6.00 Nos. 131.30

(G) 3 & 1/2 core 185 Sq. mm 2.00 Nos. 238.36

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370 Solder less crimping type Aluminium lugs conforming to IS suitable for cable 632.00 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 24.00 Nos. 13.13

(C) 16/25 Sq.mm. 154.00 Nos. 15.15

(D) 35/50 Sq.mm. 24.00 Nos. 20.20

(E) 70 Sq.mm. 12.00 Nos. 25.25

(F) 95 Sq.mm. 20.00 Nos. 40.40

( I ) 185 Sq.mm. 6.00 Nos. 80.80

371 Providing and fixing approved make Perforated C type cable tray. Made 60.00 Rmt. 622.16

from sheet steel. The cable tray should be single or double bended as per

required and as per IS 2062/1079 and shall be coated with hot dip

galvanizing as per IS 2629/4759. with max 17.5% perforation with coupler

plate / Fish plate and GI hardware like nut - bolt and washers etc. erection

with necessary support( included) as per Specification and as per

instruction of engineer in charge.(5) 300 x 50 x 2.0 mm thick.

372 Providing & erecting Approved make Power Saving 50 Watt Ceiling Fan 706.00 Nos. 1948.29

with double ball bearing ISI mark with Condenser 230 volt A.C. 50 Hz

mm sweep complete having 3 blades with aluminium blades with, canopy &

30 cm. down rod erected with earthing. (Make shall be approved by

Engineer in charge)

373 Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe 706.00 Mtr. 108.07

down rod erected duly painted for fan complete with proper insulation

without leakage and earthing.

374 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to 706.00 Nos. 108.07

the RCC bars up to 50mm length each side and pierced through a

Gauge M.S. box / Heavy Duty PVC box complete erected concealed in

Ceiling with necessary finishing.

375 Supplying & erecting approved make low noise decorative exhaust fan 116.00 Nos. 1366.53

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

with 1350 RPM Cat.II Ca-II

376 Providing recess in wall or window frame suitable for erection of Exhaust 116.00 Nos. 189.88

fan complete with plastering and colour washing to match the colour of the

wall or window c0omplete with expanded metal in order to render the fitting

in accessible and the room water-proof.

377 Supplying and erecting approved make Octagonal pole made from HR 55.00 Nos. 8192.11

sheet 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-M20 Bolts

and 600mm long with necessary G.I. J Bolts. Approx Pole weight 59 kg

378 Supplying & erecting approved make SMC press moulded composite FRP 30.00 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]

379 Supplying and erecting Street light pole bracket comprising main B Class GI 29.00 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

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[B] Double Arm Bracket 0.5 Mtr 26.00 Nos. 622.16

380 Supplying & erecting IP 55 grade following size section pillar fabricated from 2.00 Nos. 3595.60

joint less M.S. Sheet with angle iron legs made from jointless M.S. angle

with cable clamps to be buried in ground to have appropriate erection to

work uniform until erected with cement concrete foundation and 45 cm high

bricks work finishing with plaster etc. hinged double door internally

supported on both side, with internal and outside looking arrangement with

look and keys in duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is

welded and other with nut and bolt for erecting Bakelite sheet. Painting the

Section Pillar inside and out side with three tank powder coated paint.

section pillar roof should be without joint with water leakage proof & tested

as per IP 55 test & followed by IS 2147 of 1962 (B) 75 x 60 x 45 cm section

pillar fabricated from 16 Gauge MS Sheet with angle iron legs 45 cm long

made from 35 x 35 x 5 mm thick MS angle.

381 Supplying and erecting HYLAM sheet on existing angle iron frame.for 2.00 Sq. 1541.26

following thickness. (D) 8mm Mtr

382 Supplying and erecting nuwood 12 mm thick on existing angle iron frame. 2.00 Sq. 291.89

383 Supplying & erecting approved make IP 55 grade Company fabricated 3.00 Nos. 13350.18

Timer Panel of following capacity for switch On-Off street lights on time

scheduling basis made from 16G CRCA sheet duly epoxy power painted

inside and outside with hinged doors and locking arrangement consisting of

suitable size of 4 Pole MCB and 4 pole contactor (cat-III) with analog time

switch, auto manual switch of same make and suitable input and output

Bakelite terminals and with door earthing approved by Engineer in

charge.(B) 40 Amp.

384 Supplying, erecting, testing, commissioning approved make M.S. Polygonal 2.00 Nos. 184438.12

High Mast Pole having following general Specification.

(a) Polygonal Section fabricated from M.S. Plate confirms BSEN 10025 &

Hot deep galvanized minimum 65/86 micron (as per IS 2629 /1985) Lantern

carriage with ring and rubber lines for erection of luminaries of suitable site.

(b) Maximum telescopic section not more than four (c) Double drum gear

pipe motorized winch with 6mm dia S.S. Rod (For 16 mtr and above size)(d)

Approved make L.E.D. aviation light = 1 No. Lightening arrestor = 1 No. with

necessary wiring of 2.5 sq.mm 5 core ISI copper cable Unarmoured.

(e) Bottom most section suitable for mounting reversible motor and

switchgears having door not more than 1400mm x 300mm with waterproof

gasket & hinges & locking arrangement.

(f) Pole structure comprises suitable size of reversible motor, cable and

necessary switchgears with control panel. (g) bottom section shall have

suitable size of thickness supports ribs foundation bolts nuts etc. (h) Item

not comprises the cost of lanterns.

(i) Necessary Cement Concrete foundation as per IS including

[4] High Mast 16 Mtr. TOP A/F 150 Mm, BOTTOM A/F 400 Mm, No. of Sec.

No. - 2, Bottom Thickness - 4 mm, Top Sec. - 3 mm, Size Base Plate -

dia.630 mm x 20 mm thick, Foundation Bolt Size M24 x 870 mm, Qty -

Nos., Suitable for mounting Fitting of Light - 10 Nos.

385 Supplying & erecting Amplifier having following specification: 2.00 Nos. 11298.87

Power Output :250W (RMS) (300W Max.)

inputs : 6 Misc. & 2 Aux.

frequency Response :50-1500HZ I3db

Tone Controls :Cut & Boost type

LED Meter :5 LED Arrays

The amplifier suitable to operate 240V A.C.& 24volt D.C. (Battery) with

automatic changeover from AC to Battery operation, duly protected by

wrong Battery Polarity connections. [[Approved by Competent Authority i.e.

not Below the rank of Executive Engineer]

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386 Supplying & erecting Booster Amplifier having power output of 25OW 2.00 Nos. 9672.77

(RMS,), suitable to obtain combined power output of two, with 6 mike inputs

& suitable to be used independently as a 250 watt amplifier in combination

with mike & mixer. The booster Amplifier shall be without mike &Aux. input

channels, The system shall be suitable to operate on 24OV. A.C. &

Volts D.C. Battery. [[Approved by Competent Authority i.e. not Below the

rank of Executive Engineer]

387 Supplying & erecting recess wall mounting speaker with 5W rated input 125.00 Nos. 591.86

power 3.3 K. Ohms / 3W impedance, 100 - 10000 Hz frequency response

with 6 inch dia. cone type 8 ohms speakers duly fitted in ABS plastic cabinet

of colour match with wall or ceiling of following size. [Approved by

Competent Authority i.e. not Below the rank of Executive Engineer] (b)

Square shaped 260 x 260mm size speaker.

388 Supplying microphones stands with sturdy mechanism, treble free 4.00 Nos. 445.41

movement & positioning of microphones, free from rust with superior quality

of chrome plating with following size. [Approved by Competent Authority i.e.

not below the rank of Executive Engineer] (c) Fixed height 91 cms. &

extendable up to 62 cms. with round base of dia. 23 cms.

389 Supplying, installing and testing approved make microphone for All purpose, 4.00 Nos. 1284.72

with frequency response of 100 - 11000 Hz, having sensitivity 2.2mv / Pa &

impedance 500 Ohms (LO- Z) supplied with quick detachable holder, 6 mtr

twin core cable & 3 pin XLR connector. [Approved by Competent Authority

i.e. not below the rank of Executive Engineer]

390 Providing and erecting Inverter based approved make split air-conditioning 5.00 Nos. 101166.65

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) (D) for 2.2 to

2.5 ton capacity- Premium Cat.

391 Supplying and erecting insulated pair of soft copper tubing open or 25.00 Rmt. 965.56

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

Split AC machine up to 4 TR capacity

392 Providing & erecting water cooler having storage capacity 150 Ltr. & cooling 19.00 Nos. 55893.40

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.

393 Supplying & erecting reverse osmosis (RO) water purification system with 19.00 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.[D] 100 LPH with 1 phase / 3 phase

Raw water pump of 500LPH @ 2.5kg/cm2 - (1N0 - Kirloskar /CRI/Lubi),

Dual media filter 10" x 54" - (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 - (1No), RO pressure tube

4" x 1E - (1 No), 0 - 1200LPH Rotameter -(2 Nos), with Recovery Rate

394 Supplying and erecting approved make online Un-interruptible Power 1.00 Nos. 130103.15

Supply system comprising flat cum-boost charger with IGBT base rectifier &

Inverter & sealed maintenance free SMF batteries. The charger having

operating capacity for input 160-270V AC & inverter having output 230V,

50 Hz Ac with 0.8 load power factor with battery, over/under voltage output

with over load & short circuit protection equipment. The system housed in

CRC sheet duly powder coated paint with following power backup.with MS

painted batteries stand, 10% Overload capacity for momentary load.(D)

KVA with 1Hr Backup

It. Rate in

Description of Item Qty. Unit Amount

No. figures

395 Supplying and erecting horizontal / vertical mounting type storage water 25.00 Nos. 15195.45

heater with copper container housed in M.S./S.S./ABS body insulated with

glass wool/puff complete with heating elements, adjustable thermostats

300C to 850C, indicating lamp, safety valve, fusible plug etc. complete

erected with coach bolts, nuts. washers & cementation (E) 50 Ltr. with

KW. heating element. Premium Category

396 Supplying and erecting approved make panel mounting type Digital 19.00 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.

397 Supplying and erecting approved make panel mounting type Digital 19.00 Nos. 1558.43

Ammeter having 3 digits LED display, external CT operated, calibrated for

to 1000 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.

399 Providing & erecting L.T. Current Transformer with bar primary 50/5 to 57.00 Nos. 274.72

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

insulating materials connected to the meter.

400 Supplying and erecting approved make suitable panel indicator LED type 57.00 Nos. 43.43

lamp, lens cover, complete erected with necessary connections.

401 Providing & erecting open well horizontal mono block pump set with cast 4.00 Nos. 18746.61

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

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

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

402 [E] For 7.5 HP 3 phase open well horizontal mono block pump set suitable 2.00 Nos. 25987.30

for 1550 LPM to 370 LPM @ 13.5 Mtr to 42 Mtr head suitable for 65/75 mm

dia delivery pipe. Cat-II

403 Supplying & erecting approved make motor control cubical panel [Star delta] 4.00 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 5.0 H.P.

(B) DOL for 7.5 H.P. 2.00 Nos. 8899.11

404 Lowering of submersible motor pump set at the depth of following, complete 4.00 Nos. 856.48

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

chain 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 (D) For Open well Horizontal submersible pump set for sump well

(ii) 7.5 HP to 15 HP 2.00 Nos. 1284.72

405 Providing and erecting ISI marked PVC insulated PVC Sheathed Flat 90.00 Mtr. 104.03

flexible Submersible copper cable approved make of following Size.(B)

Core x 2.5 Sq.mm.

406 Supplying, & erecting C.I. swing, check type non-return (Reflux) Valve ISI 4.00 Nos. 1020.10

marked suitable for following size. (A) 50 mm dia.

(B) 65 mm dia. 2.00 Nos. 1489.75

407 Supplying of following size of HEAVY UPVC column pipe with coupler and 60.00 RMT 359.56

wire lock. [B] 50 mm dia.

[C] 65 mm dia 30.00 RMT 493.89

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408 Supply of following size of TOP & BOTTOM accessories i.e. Adaptor set 8.00 Per 1489.75

(CI) long, pump guard set, starter pipe Rubber ring for submersible pump & Set

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

plumbing as desired.[D] 50 mm dia

[E] 65 mm dia 4.00 Per 1900.82

409 Supplying and erecting, commissioning and testing of Diesel Generating set 1.00 No. 742606.54

confirming to IS: 4722:1968 & BS:5514 having continuous rating, 3 phase,

415 volts, 50 cycles A.C. supply comprising of a totally enclosed air/water

cooled diesel engine with multi-cylinders developing suitable BHP not less

than following capacity at 1500 RPM with 10% overload for one hour in

hours with standard accessories like fly wheel, lubricating oil cooler, "A"

class governor, heavy duty fuel wheel and lubricating oil filter, oil bath air

filler, lubricating oil pressure gauge, end exhaust manifold, standard set of

tools with adjustable spanners, screw drivers, cylinder head to cover, joint

cylinder head to exhaust, element lube oil filter, 12 / 24 volts electric starting

equipment complete with standard heavy duty battery, dynamo, cut-outs,

ammeter, necessary wiring, pressure gauge, starter etc and heavy duty

Residential type exhaust silencer (With DEF System) and vertical hot air

duct both logged with asbestos rope, save oil trays,

exhaust piping of required length, standard wall/floor mounted fuel with level

indicator and piping and drip proof alternator, self excited, self regulated,

screen protected, with excitation system, capable of delivering the rated

system output at 415 volts, 3 phase, 0.8 PF, 50 Hz, 4 wire, running at

RPM, conforming to IS-4722- 1968 with voltage regulation +/- 5% of rated

voltage from no load to full load. Both the engine and alternator fitted on a

common fabricated steel base plate with antivibration mounting engine and

alternator both connected to each other by flexible flange coupling and with

floor/wall mounted control panel box comprising of voltmeter ammeter,

duly wired with HRC fuses. The alternator & control panel shall be

connected with provided suitable capacity armoured cable and complete

with Acoustic enclosure (canopy) made out of 16 SWG CRCA sheet, sound

absorbing material Rockwool of 64 density & 100 mm thick conforming to

IS:8183 / PU Foam of 40 Density - at least 40 mm.

The resin bonded rockwool covered from inside the canopy by perforated

sheet with 3/4 mm holes, sound level not more than 75 dB at a distance of

mtr, as per PVCT norms. DG set should have in built fuel tank capacity of

minimum 8 hrs of continous running capacity on full load. Erection,

commissioning and satisfactory testing as per requirement with first filling of

fuel (minimum up to the 80% of fuel tank capacity), oil, etc. with guarantee /

Warrantee of complete system for Two years & with obtaining all necessary

certificate from Electrical Inspector. The Capacity and Ratings of DG sets

are as below. (As per new CPCB4+ Emission norms Engine with - Turbo

Charger, EGR (Exhaust Gas Recirculation), CRS (Common Rail Fuel

Reduction), Integrated wiring harness connected to ECU) (K) Continuous

rating of 82.5 KVA, BHP not less than 102 BHP

410 Providing & erecting approved make ATS panel suitable for following size of 1.00 Nos. 63340.13

3 phase, 415 V., 50 cycles, A.C. diesel generating set complete of scope as

detailed below:

1) Power module: Motorised Changeover switch with ATS controller,

Auxiliary contactor with NO & NC contacts with Automatic Battery Charger,

indicating lamps for Generator ON, Mains ON, Load and suitable control

terminals and power terminals with neutral earthing studs. (D) ATS Panel

for 75 KVA/82.5 KVA3 phase DG Set

411 SITC of Vertical Air Termination Solid aluminium with Base- 10 mm dia and 4.00 Nos. 9416.23

1000 mm long. Air Termination Base tested for conditioning, Ageing Test &

Lightning impulse current withstand test: 100 kA of 10/350µs waveform in

an accredited Third party laboratory as per 6.3 & 6.4 of IEC 62561-1

protocol with MAST 34mm dia 3000 mm long- Cold Galvanized

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412 SITC of 8 mm dia solid Aluminium Conductor for roof top mesh grid and 338.00 Mtr. 299.97

tested as per IEC 62561- 2 conducted in the Govt. accredited thirty party

laboratory to meet the requirement of IS/IEC 62305 with Required

Accessories - Aluminium Holding clamp at every 1 mtr distance,

Aluminium/SS cross splicer at every crossing of Alu. conductor, Expansion

piece with connectors at every 20 mtr distance, Aluminium straight Splicer

to connect conductors. All Accessories should be tested as per IEC 62561-

1 2018 Cl. 6.3 for conditioning & Ageing Test & 6.4 for Lightning impulse

current withstand test: 100 kA of 10/350µs waveform (Ageing & Electrical

test) conducted in a sequence manner & tested in the Govt. accredited

Third party laboratory to meet the requirements of IS/IEC

413 SITC of Galvanized Steel Flat 25 x 6 mm thickness from earth electrode 248.00 Nos. 154.53

directly in ground as required. Zinc coating: 500 g/m square (Approx:70

micron coating) tested and used exclusively for lightning protection earthing

system and ring equipotential bonding.

414 SITC of 14.2 mm dia 3 mtr long Earth electrode of High tensile steel 4.00 Nos. 5992.33

electrode with 250 micron copper bonding & 1 bag of Carbon fill Based

environment friendly backfill tested as per IEC 62561-7 in NABL accredited

Laboratory and suitable stainless Steel double sided clamp. Eco Friendly

rust proof heavy duty weather proof Polyethylene Earth Pit Chamber with

following dimensions :254 mm dia (top), 330 mm dia (bottom) & 260 mm

415 Supplying, Erecting, Testing & Commissioning the passenger / stretcher lift 2.00 Nos. 1777293.97

having following main features: [1] GEAR LESS LIFT DRIVE (MRL)

comprising of High Starting torque Lift 3 phase 440 V A. C. Permanent

Magnet Synchronous motor of proper rating with high efficiency shall be

used with suitable capacity of 3 phase servo controlled voltage

stabilizer.[2] Micro processor based / PLC, ACVVVF, vector control drive

with encoder feedback closed loop system shall be used for lift car and door

response, UP/DOWN hall stops, Main, Up/ Down Contactor with overload

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

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

with safety factor of fire for steel and side panels of Stainless steel of sheet

of grade 304 duty. Car ceiling will be S.S. finishes with aesthetic

appearance with LED ceiling lights. Car flooring shall be of anti skid PVC

with choice of colour of engineer in charge.

Car doors shall be of stainless steel grade 304, hairline finish with centre

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

finished with emergency stop device, mechanical door safety device, facility

of auto/ attended mode. All car panel buttons and all floor switches must be

with brail language as per lift act.[4] All landing doors must be fire rated for

2 hour shall be fully automatic centre opening/ telescopic opening made of

hairline finish steel grade of 304 with key holes and infrared curtains with

Unlocking facility from outside [5] Appropriate battery operated emergency

light in the car along with alarm switch shall be provided. Also, Emergency

Light & Fan should start immediately without any Time Delay as soon as

power fails.

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

position indicator shall be provided inside the car and at all floors.

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

shall be provided.

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

passenger capacity with Manual Rescue Operation ( Manual Cranking

Facility).

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

provided such that doors kept open till excess load is removed.

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

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

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

[13] Self diagnostics system for operational and safety parameters shall be

provided in control panel.

[14] Mechanical over speed governor with governor calibration as per actual

site parameters and submission of calibration certificate submission, door

key holes in the floor doors, fireman switch shall be provided.

[15] Lift machine hoisting arrangement in the lift machine room and monkey

ladder for lift pit should be provided by the lift agency, along with the other

steel structure works, foundations for the machine etc.

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

where ever required as / if directed by engineer in charge.

[17] Permanent wiring with necessary safety devices like RCCB in all circuit,

Over Voltage Under Voltage protection and THD eliminator in circuit for lift

machine room and lift well with proper numbers of light points, with fixtures,

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

Power Supply shall be made available by department in lift machine room.

Necessary Earthing as per Lift Act/Rules shall be arranged by Lift Agency.

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

machine room related to erection of lift shall be made by lift agency without

any extra cost. (granite/marble fixing around all landing door openings are

not in lift agency’s scope)

[19] Agency has to provide all working drawings and documents and liaison

services for obtaining all necessary permission from lift inspector and other

authorities.

[20] acrylic transparent licence/display A4 size holder in lift car [20A] As per

statutory requirement of Govt. of Gujarat lift & escalator act 2000, lift agency

has to provide 1. Car top safety barricade 2. Push & talk communication

system. 3. Fireman's switch operation at Ground Floor. 4.carrying out third

party lift inspection during/after lift erection and provide report by third party

authorized by concern licensing authority 5.agency has to provide third

party insurance upto completion of free maintenance period and submit the

document for the same. [21] Car Panel Operating Buttons with floor position

indicator/buttons must be of Auto Glow type clearly visible when view from

inside cabin. [22] For Physically Handicapped person Full Length Handrails

of hairline finish steel grade of 304 should be provided at appropriate height

on the Rear & Side Wall Panels in Lift Car.

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(B) SPECIAL FEATURES DESCRIPTION OF LIFTS for PREMIUM

1. Advanced control system dual 64 bit embedded microprocessor with

CANBUS Serial Communication mode including Regenerative power

efficient operation,on site programming facility, Anti nuisance, Pte-opening,

BMS/RMS with necessary online real time monitoring system having

necessary connectivity for remote monitoring & other suitable supporting

hardware & software devices to fulfil the purpose.2. Floor Indication LCD

Display with call registration & brail mark with arrival gong and hall lantern &

TFT Screen in the car with MP3 Voice Announcer.3. CAR Panel should be

Scratch resistive SS Moonrock finish / Hair Line / Honeycomb for car and

all Doors, All landing doors must have fire rating up to 2 hours and car door

must have multi-level crisscross beam door protection. 4. To & from

communication system & wiring (i.e. car, control room & guard room ) and

Each elevator are equipped with remote monitoring system.agency has to

provide mobile app and user id and password for monitoring.

8 / 10 Passengers, Ground plus 5 upper floor with Rated Speed of 1.0 /

1.5 m/sec. (C) With General PLUS ADDITIONAL SPECIAL FEATURES

attached herewith. Prem. Cat.

416 Supply, Installation, Testing & Commissioning of following size of Grid Tied 25.00 PER 42455.35

Solar Power Plant with Solar Panels (ALMM approved): Frame Material : KW

Anodized Aluminum alloy Frame With Twin Wall Profile, Front Cover : High

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

positive power tolerance Pmax: 0/+5, Module Efficiency should be approx.

19.5%-22%, Normal operating temperature 45'C, Junction Box with

Waterproof IP67 & MC4 Compatible and Enclosed with Bypass diodes,

100% Electroluminescence test to ensure error free Modules, Thep. temp.

co-efficient of the PV module shall equal or better than -0.45% / degree C.

Solar PV modules of minimum fill factor 75% to be used.

Unit Production:- More than 4.5 Unit /kw /day (Actual)(1Year Avg) With

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.

Integrated, 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: 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.

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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

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

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

Balane of System with necessary Swichgears (Suitabel size and protection

of ACDB & DCDB), inter connecting wiring, earthing system as per the

CEIG drawing approval, lightining arrester system as per the CEIG drawing

approval, all liasoning work with various gov. dipartment 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) (C) Grid Tied Solar Power System: 11 - 25 kW (3 -

(E) Grid Tied Solar Power System: 51 - 100 kW (3 - phase) 160.00 PER 40658.56

TOTAL Rs.

i.e. Rs. Thirty One Crore Thirty Four lacs Twenty Six thousand Four hundred Twenty One and Twenty 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

Ankleshwar (R & B) Sub Division, Bharuch (R & B) Division, Bharuch (R & B) Division,

Ankleshwar Bharuch Bharuch