BUDGETTED

Name of Work :- Construction of E1-Type 3 blocks (3 x 2) 18 quartes in Judge

colony at Godhra, Dist: Panchmahal.

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

1 Excavation for foundation upto 1.5 m depth including sorting out and 5008.00 Cum 117.08

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(A) Loose or soft soil

2 Excavation for foundation upto 1.5 to 3 m depth including sorting out and 2695.00 Cum 162.38

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(C) Dense or Hard soil

3 Filling in foundation and plinth with sand in layers of 20 cm. Thickness 333.00 Cum 460.19

including watering ramming and consolidating etc. comp.

4 Filling foundation and plinth with murrum or selected soil in layer of 20 cm in 4028.00 Cum 273.96

thickness including ramming watering and consolidating etc. complete

5 Applying general insecticide pest control treatment to floors, cupboards etc 1614.00 Sq m 50.59

including labour material etc. complete. Using Imidacloprid 30.5 SC. As Per

6113 Part -II (0.075% concentration by mass) is recommended 10.5ml

chemical diluted with 5 liters of water application 0.5 liters chemical/ sqm of

surface is recommended as per I.S.

6 Providing and laying controlled cement concrete M.150 and curing complete 799.51 Cum 3784.60

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (A) Foundations and plinth pcc

7 Providing and laying controlled cement concrete M.250 and curing complete 1194.50 Cum 4500.56

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (A) Foundations, footings, and Mass concrete. footing

8 Providing and laying controlled cement concrete M-250 and curing complete 114.00 Cum 7362.90

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

reinforced concrete work in (d) columns Up to Plinth level.

9 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- 165.00 Cum 2980.90

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

excluding cost of formwork in (A) Foundation and Plinth

10 Providing and laying controlled cement concrete M-250 and curing complete 111.00 Cum 7362.90

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

reinforced concrete work in columns.G.FLOOR

11 Providing and laying controlled cement concrete M-250 and curing complete 84.00 Cum 7402.29

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

reinforced concrete work in columns. FF

12 Providing and laying controlled cement concrete M-250 and curing complete 84.00 Cum 7441.68

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

reinforced concrete work in columns. SF

13 Providing and laying controlled cement concrete M-250 and curing complete 84.00 Cum 7481.07

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

reinforced concrete work in columns. TF

14 Providing and laying controlled cement concrete M-250 and curing complete 36.00 Cum 7519.45

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

reinforced concrete work in columns. F.Floor

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

15 Providing and laying controlled cement concrete M-250 and curing complete 220.00 Cum 5819.62

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

reinforced concrete work in Ground & Plinth BEAMS

16 Providing and laying controlled cement concrete M-150 and curing complete 333.00 Cum 5064.14

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

reinforced concrete work in plinth Slab

17 Providing and laying controlled cement concrete M.200 and curing complete 141.00 Cum 6029.70

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (C) Ground floor Beams,

18 Providing and laying controlled cement concrete M.200 and curing complete 135.00 Cum 6069.09

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (C) F.floor Beams,

19 Providing and laying controlled cement concrete M.200 and curing complete 135.00 Cum 6108.48

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (C) SF Beams,

20 Providing and laying controlled cement concrete M.200 and curing complete 135.00 Cum 6146.86

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (C) TF Beams,

21 Providing and laying controlled cement concrete M.200 and curing complete 12.00 Cum 6186.25

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (C) FthF Beams,

22 Providing and laying controlled cement concrete M.200 and curing complete 187.50 Cum 6422.59

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (C) Ground floor Slab

23 Providing and laying controlled cement concrete M.200 and curing complete 174.00 Cum 6460.97

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (C) First Floor slab

24 Providing and laying controlled cement concrete M.200 and curing complete 174.00 Cum 6500.36

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (C) SF slab

25 Providing and laying controlled cement concrete M.200 and curing complete 174.00 Cum 6539.75

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (C) TF slab

26 Providing and laying controlled cement concrete M.200 and curing complete 12.00 Cum 6579.14

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (C) 4th Floor slab

27 Providing and laying controlled cement concrete M.200 and curing complete 9.00 Cum 6620.55

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (c) Chhajja for Ground floor

28 Providing and laying controlled cement concrete M.200 and curing complete 12.00 Cum 6659.94

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (c) Chhajja for First floor

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

29 Providing and laying controlled cement concrete M.200 and curing complete 12.00 Cum 6699.33

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (c) Chhajja for Second floor

30 Providing and laying controlled cement concrete M.200 and curing complete 12.00 Cum 6738.72

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (c) Chhajja for Third floor

31 Providing and laying controlled cement concrete M.200 and curing complete 3.00 Cum 6777.10

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (c) Chhajja for Fourth floor

32 Providing and laying controlled cement concrete M.200 and curing complete 6.00 Cum 8394.11

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (c) Lintal for Ground floor

33 Providing and laying controlled cement concrete M.200 and curing complete 12.00 Cum 8433.50

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (c) Lintal for First floor

34 Providing and laying controlled cement concrete M.200 and curing complete 12.00 Cum 8472.89

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (c) Lintal for Second floor

35 Providing and laying controlled cement concrete M.200 and curing complete 12.00 Cum 8512.28

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (c) Lintal for Third floor

36 Providing and laying controlled cement concrete M.200 and curing complete 3.00 Cum 8550.66

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (c) Lintal for Fourth floor

37 Providing and laying controlled cement concrete M-200 and curing etc. 18.00 Cum 6896.28

complete including the cost of form work and excluding the cost of

reinforcement etc. complete in (E) Stair case for Ground Floor to first floor

38 Providing and laying controlled cement concrete M-200 and curing etc. 12.00 Cum 6935.67

complete including the cost of form work and excluding the cost of

reinforcement etc. complete in (E) Stair case for First Floor to Second floor

39 Providing and laying controlled cement concrete M-200 and curing etc. 12.00 Cum 6975.06

complete including the cost of form work and excluding the cost of

reinforcement etc. complete in (E) Stair case for Second Floor to Third floor

40 Providing and laying controlled cement concrete M-200 and curing etc. 12.00 Cum 7013.44

complete including the cost of form work and excluding the cost of

reinforcement etc. complete in (E) Stair case for Third Floor to Fourth floor

41 Providing and laying controlled cement concrete M-200 and curing etc. 66.00 Cum 8074.95

complete including the cost of form work and excluding the cost of

reinforcement etc. complete in (E) Wall at Ground Floor

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

42 Providing and laying controlled cement concrete M-200 and curing etc. 27.00 Cum 8113.33

complete including the cost of form work and excluding the cost of

reinforcement etc. complete in (E) Wall at First Floor

43 Providing and laying controlled cement concrete M-200 and curing etc. 27.00 Cum 8152.72

complete including the cost of form work and excluding the cost of

reinforcement etc. complete in (E) Wall at Second Floor

44 Providing and laying controlled cement concrete M-200 and curing etc. 27.00 Cum 8192.11

complete including the cost of form work and excluding the cost of

reinforcement etc. complete in (E) Wall at Third Floor

45 Providing and laying controlled cement concrete M-200 and curing etc. 102.00 Cum 8230.49

complete including the cost of form work and excluding the cost of

reinforcement etc. complete in (E) Wall at Fourth Floor

46 Providing and fixing 90 cm high Stainless steel railing made from 639.00 Rmt 3716.80

anticorrocive 304 grade S S pipe of 50 mm dia as hand rail with S S

grade Baluster of 38 mm dia as a vertical support fixed in RCC slab at 1.2m

c/c including three horizontal S S pipes of 25 mm dia at eqal distance

fixed by 18.75 mm dia S S pipe with baluster including accessories as per

detailed drawing as directed etc. complete.

47 Providing TMT Bar 500D reinforcement for R.C.C. work including bending, 486445.00 Kg 76.76

binding and placing in position etc complete for All floor

48 Brick work using common burnt clay building bricks having crushing 483.00 Cum 4021.02

strength not less than 35 kg/sq.cm. in foundation and plinth in cement

mortar 1:6 (1 cement : 6 fine sand) Conventional

49 Brick work using common burnt clay building bricks having crushing 375.00 Cum 4289.33

strength not less than 35 Kg/Sq.cm. in super structure above plinth level

upto floor two level in cement mortar 1:6 (1cement : 6 fine sand)

Conventional {Ground FLoor}

50 Brick work using common burnt clay building bricks having crushing 582.00 Cum 4359.60

strength not less than 35 Kg/Sq.cm. in super structure above plinth level

upto floor two level in cement mortar 1:6 (1cement : 6 fine

sand)Conventional {First FLoor}

51 Brick work using common burnt clay building bricks having crushing 582.00 Cum 4359.60

strength not less than 35 Kg/Sq.cm. in super structure above plinth level

upto floor two level in cement mortar 1:6 (1cement : 6 fine

sand)Conventional {Second FLoor}

52 Brick work using common burnt clay building bricks having crushing 582.00 Cum 4359.60

strength not less than 35 Kg/Sq.cm. in super structure above plinth level

upto floor two level in cement mortar 1:6 (1cement : 6 fine

sand)Conventional {Third FLoor}

53 Brick work using common burnt clay building bricks having crushing 60.00 Cum 4359.60

strength not less than 35 Kg/Sq.cm. in super structure above plinth level

upto floor two level in cement mortar 1:6 (1cement : 6 fine

sand)Conventional {Fourth FLoor}

54 Half brick masonry in common brunt clay building bricks having crushing 18.00 Sq m 651.67

strength not less than 35Kg/Sm. In C.M 1:4( 1cement : 4 coarse sand) in

super structure. Conventional for Ground floor..

55 Half brick masonry in common brunt clay building having crushing strength 147.00 Sq m 662.18

not less than 35Kg/Sm. In C.M 1:4( 1cement : 4 coarse sand) in super

structure.Conventional for first floor.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

56 Half brick masonry in common brunt clay building having crushing strength 147.00 Sq m 662.18

not less than 35Kg/Sm. In C.M 1:4( 1cement : 4 coarse sand) in super

structure.Conventional for Second floor.

57 Half brick masonry in common brunt clay building having crushing strength 147.00 Sq m 662.18

not less than 35Kg/Sm. In C.M 1:4( 1cement : 4 coarse sand) in super

structure.Conventional for Third floor.

58 Providing 20 mm thick double coat mala cement plaster on interior brick / 1380.00 Sq m 270.43

concrete work for plastering comprising of base coat of 12 mm thick cement

plaster in cement mortar (1 Cement : 4 coarse sand) in rough finishing and

8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)

finished with trovel including scaffolding curing etc. complete. For Ground

59 Providing 20 mm thick double coat mala cement plaster on interior brick / 2520.00 Sq m 293.18

concrete work for plastering comprising of base coat of 12 mm thick cement

plaster in cement mortar (1 Cement : 4 coarse sand) in rough finishing and

8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)

finished with trovel including scaffolding curing etc. complete. . For first floor

60 Providing 20 mm thick double coat mala cement plaster on interior brick / 2520.00 Sq m 315.94

concrete work for plastering comprising of base coat of 12 mm thick cement

plaster in cement mortar (1 Cement : 4 coarse sand) in rough finishing and

8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)

finished with trovel including scaffolding curing etc. complete. For Second

61 Providing 20 mm thick double coat mala cement plaster on interior brick / 2520.00 Sq m 338.69

concrete work for plastering comprising of base coat of 12 mm thick cement

plaster in cement mortar (1 Cement : 4 coarse sand) in rough finishing and

8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)

finished with trovel including scaffolding curing etc. complete. For Third floor

62 Providing 20 mm thick double coat mala cement plaster on interior brick / 207.00 Sq m 361.45

concrete work for plastering comprising of base coat of 12 mm thick cement

plaster in cement mortar (1 Cement : 4 coarse sand) in rough finishing and

8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)

finished with trovel including scaffolding curing etc. complete. For Fourth

63 Providing 10 mm. Thick smooth cement plaster in single coat for plastering 2196.00 Sq m 199.01

on ceiling and soffits of stairs and finished even and smooth in : (I)

Cement mortar 1:4 (1 cement : 4 sand) with floting coat of neat cement

slurry etc. complete.Ground Floor

64 Providing 10 mm. Thick smooth cement plaster in single coat for plastering 1173.00 Sq m 221.77

on ceiling and soffits of stairs and finished even and smooth in : (I)

Cement mortar 1:4 (1 cement : 4 sand) with floting coat of neat cement

slurry etc. complete. First Floor

65 Providing 10 mm. Thick smooth cement plaster in single coat for plastering 1173.00 Sq m 244.52

on ceiling and soffits of stairs and finished even and smooth in : (I)

Cement mortar 1:4 (1 cement : 4 sand) with floting coat of neat cement

slurry etc. complete. Second Floor

66 Providing 10 mm. Thick smooth cement plaster in single coat for plastering 1173.00 Sq m 267.28

on ceiling and soffits of stairs and finished even and smooth in : (I)

Cement mortar 1:4 (1 cement : 4 sand) with floting coat of neat cement

slurry etc. complete. Third Floor

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

67 Providing 10 mm. Thick smooth cement plaster in single coat for plastering 84.00 Sq m 290.03

on ceiling and soffits of stairs and finished even and smooth in : (I)

Cement mortar 1:4 (1 cement : 4 sand) with floting coat of neat cement

slurry etc. complete. Fourth Floor

68 20mm thick double coat sand faced cement gutka plaster on walls upto 7828.00 Sq m 329.29

height 10 metres above ground level consisting of 12mm thick backing coat

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

cement : 1-sand) including 1cm x 1cm grooves etc. complete.

69 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 246.00 Rmt 41.00

70 Applying two coats of (white cement based) or (acrylic lappy (putty)) or 15102.00 Sq m 40.59

equivalent and two coats of primer of approved brand and manufacture on

new wall surface to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter and sand

papered smooth. for All floor.

71 Wall painting (two coats) with plastic emulsion paint of approved brand and 15051.00 Sq m 78.90

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.

72 Finishing wall with weather proof exterior emulsion paint on wall surface 7822.00 Sq m 114.53

(two coats) to give an required shape even shade after thoroughly brushing

the surface to remove all dirt, and remains of loose powdered materials.etc

complete for All floor

73 Providing And filling with good quality cinder(steam coal) as directed by 33.00 Cum 554.49

engineer in charge in sunks in layers of 15 cm thick,including

watering,placing ,ramming well etc as directed, for all floor.

74 Providing and laying controlled cement concrete M-200 for RCC work and 35.50 Cum 5218.67

curing complete including the cost of form work but excluding the cost of

reinforced concrete work in coping on Ground Floor

75 Providing and laying controlled cement concrete M-200 for RCC work and 22.50 Cum 5258.06

curing complete including the cost of form work but excluding the cost of

reinforced concrete work in coping on First Floor

76 Providing and fixing extruded aluminum window (Four shutter) having 78.00 Sq m 2140.43

extruded aluminum Colour anodized section frame main outer size 127mm

x 38.10mm x 1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four track member

size 122.20mm x 31.75mm x 1.10mm of @ Wt. 1.205 Kg/mt,vertical

member of size 122.20mm x 31.75mm x 1.50mm @ Wt. 1.398 Kg/mt 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 three shutter with 5 mm thick transparent bronze colour tinted

float glass with powder coated aluminum fittings and one shutter with SS

mosquito net and fixtures and transparent silicon sealant glass fixing to

frame as per details etc complete for window.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

77 Providing and fixing window (Three shutter) having extruded aluminum 120.00 Sq m 1583.95

Colour anodized section frame main outer size 95mm x 24mm x 1.17mm @

wt.of 0.738 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 0.456Kg/mt/ with two shutter with 5 mm

thick transparent bronze colour tinted float glass with powder coated

aluminum fittings and one shutter with SS mosquito net and fixtures and

transparent silicon sealant glass fixing to frame as per details etc complete

78 Providing & Fixing in position standard extruded approved colour anodised 27.00 Sq m 2852.24

Aluminum Ventilator with outer frame 63.50 x 38.10 x 1.95 mm (of Jindal

Section No.4605,@ Wt 1.094 kg/Rmt ) with 3mm thick Bajari figure

adgesteble tinted louvers glass fixed to alluminium strip blade including

fixtures, fastenning, labours and equipments as per detailed drawing as

directed. For Ventilators

79 Providing and fixing Factory made stamped IS 12623 grad one 35 mm thick 309.00 Sq m 4872.24

Flush door Single shutters , solid core finished with requires teakwood

batten around door including 1mm thick lamination on both side, one coat

of primer & two coats of enamel paints on frame & edges, design of which is

to be approved by the architect. Door shall be providing with S.S. Aldrop,

Hinges , stainless steel handle 15cm long , stopper and necessary Locking

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

80 Providing and fixing FRP frame size 100 x 50 mm and 35 mm thick FRP 136.08 Sq m 4154.13

depress panel single/Double shutter having extra reinforcement on sides &

edges in Gel coat finish.The core of the shutter & frame is to be filed up with

injected fire retradat grade polyurethene foam done in situ along with

embeded wooden pieces for stiffening & also taking hinges & fintures.The

whole FRP frame & shutter is to be waterproof, weatherproof ,termite proof

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

necessary screws & alluminum fixtures & fastenings & fartener

sleeve.Colour and Shade approved by Engineer-In-Charge.D5,

81 P & L 60 cm x 60 cm Double charged vitrified 8 to 10 mm thick tile for 2373.25 Sq m 1420.06

flooring of cement mortar 1:6 (1cement : 6 coarse sand)and jointed with by

adhesive materials including 3 mm thick groove and filling with colour epoxy

groove filling materials including finished with flush pointing & cleaning the

surface etc. complete for including two colour pattant colour approved by

82 P & L 60 x 60 cm double charged vitrified 8 to 10 mm thick tile for skirting of 146.16 Sq m 1565.50

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

materials including 3 mm thick groove and filling with colour epoxy groove

filling materials including finished with flush pointing & cleaning the surface

etc. complete for including two colour pattant colour approved by directed.

83 Providing and laying polished Kota stone slab flooring over 20mm (Average) 1345.50 Sq m 1121.48

thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-

Lime putty :1.5 - coarse sand) laid over and jointed with grey cement slurry

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

polishing etc. complete. (A) 25mm thick

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

84 Providing and laying polished kota stone slab 25mm thick in risers of 15.00 Sq m 1121.48

steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-

Cement : 3 coarse sand) and jointed with gray cement slury mixed with

pigment to match the shade of slab including rubbing and polishing etc.

85 P & L Mate Finished antiskid Premium Qualitymic tiles 30 x 30 cm size 6 1290.00 Sq m 957.63

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

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

86 P & L premium printed glazed tiles tiles size 30 x 60 cm 6 mm thick in 2974.50 Sq m 1417.36

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

cement:3coarse sand) and jointed with colour cement slurry

87 Providing and laying machine cut free edge machine polished Granite 16 525.00 Sq m 2657.31

to 18mm thick finished treads and risers 1cm projecting, nozing rounded

moulding in tread laid over 12 mm (av.) thick bases of cement mortar 1:3 (1-

cement : 3-coarse sand) jointed with grey or colour cement slurry including

rubbing and polishing incl. making Three No.s of grooves of size 3mm X

3mm along the length of treads etc. complete

88 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 2162.34 Sq m 686.90

block 60mm thick with grade of concrete M300 pnumatic 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 guidlines of IRC : SP 63-2018 etc. Complete.

89 Providing and laying broken chine mosaic flooring for terrace using 12 mm 1446.00 Sq m 747.29

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

90 Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse 1581.00 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. (A) 50mm thick.

91 Providing and fixing mirror polished 16 to 18 mm thick Green Marble stone 339.78 Sq m 1536.21

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

around the doors/ windows/ ventilation with 20 mm thick cement plaster CM

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

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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

92 Providing and fixing Safty grills of required pattern for windows/ Door using 47940.00 Kg 106.05

necessary M.S pipe, M.S flats and other structural steel at required spacing

including cutting, welding and fabriction etc. including one coat of primer of

approved quality and two coats of oil painting as per detail drawing etc

93 Providing erecting and fixing double coated Syntex PVC. (ISI) water tank of 42000.00 Litre 3.95

required capacity each with all necessary fittings and connection etc.

complete on terrace.

94 Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe ( 300.00 Rmt 195.67

SCH- 40) for cold water including fittings make as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every two

metre C/C or shall be concelled as directed including necessary fittings etc.

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

solvent, including cost of all materials.

95 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( 210.00 Rmt 148.12

SCH- 40) for cold water including fittings make as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every two

metre C/C or shall be concelled as directed including necessary fittings etc.

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

solvent, including cost of all materials.

96 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( 270.00 Rmt 91.84

SCH- 40) for cold water including fittings make as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every two

metre C/C or shall be concelled as directed including necessary fittings etc.

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

solvent, including cost of all materials.

97 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( 270.00 Rmt 72.65

SCH- 40) for cold water including fittings make as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every two

metre C/C or shall be concelled as directed including necessary fittings etc.

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

solvent, including cost of all materials.

98 Providing, laying and jointing in true line and level 160 diametre U.P.V.C 450.00 Rmt 831.22

(Type B) conforming to IS 13592-1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall be jointed with

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

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

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

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

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

99 Providing laying (to level or slopes) and jointing reinforced concrete Light 960.00 Rmt 665.48

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

100 Providing, laying and jointing in true line and level 110 diametre U.P.V.C 300.00 Rmt 835.15

(Type B) conforming to IS 13592-1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall be jointed with

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

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

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

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

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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

101 Providing, laying and jointing in true line and level 75 mm dia. UPVC 225.00 Rmt 277.75

SWRType B pipe conforming to IS 13592-1992 with one end plain and other

end socketed with rubbering and fitting conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall be jointed with

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

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

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

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

102 Providing and fixing in PVC SWR cowel went 75mm dia to pipes.(B) 75mm 9.00 No 15.66

103 Providing and fixing in PVC SWR cowel went 110mm dia to pipes.(B) 30.00 No 28.79

104 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm 36.00 No 558.36

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

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

making good the walls.

105 Providing and fixing Wall Hung CERA or equivalent snow white size 54.00 No 22460.38

490x350x360mm P Trap with Duroplast slim soft close seat cover including

Health Faucet ABC body with 1 m SS Braided connection pipe, Flush cock

Consisting of exposed part (Lever, Cartridge, sleeve, flange) and

Concealed part with all fitting inlet and outlet connection and all required

fitting accessories etc. completed as per directed engineer in-charge.

106 Providing and fixing orissa pan 580x 440 mm CERA or Equivalent Snow 12.00 No 7534.60

white color P Trap with connection pipe, Flush cock Consisting of exposed

part (Lever, Cartridge, sleeve, flange) with all fitting inlet and outlet

connection and all required fitting accessories etc. completed as per

directed engineer in-charge.

107 Providing and fixing ball cock of approved. quality as directed.(A) Copper 18.00 No 189.84

Metal (ii) 50mm dia.

108 Providing and fixing Wash Basin CERA or equivalent Snow White size 75.00 No 6256.95

400x400x135mm including Polyamide braided connection pipe 12mm dia,

450mm length , Wast coupling with ceramic Pop-up push type (Full thread)

32mm Dia with all fitting inlet and outlet connection and all required fitting

accessories etc. completed as per directed engineer in-charge.

109 Providing and fixing C.P. brass towel rail comlete with C.P. brass brackets 54.00 No 603.19

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

110 Providing and fixing Bib cock with CERA or Equivalent Wall Flange and 111.00 No 2657.31

aerator with 15mm dia extension nipple including all Fittings and labour

charges etc. Completed as per directed engineer in charge.

111 Providing and fixing Pillar cock CERA or Equivalent with 310mm long 75.00 No 4066.26

extended body and aerator including all Fittings and labour charges etc.

Completed as per directed engineer in charge.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

112 Providing and fixing in position 300 mm high, 150 mm wide English letters 90.00 No 707.00

made from 1.0 mm thick stainless steel sheet as directed by Engineer in

charge with all necessary tools & plants etc. complete.

113 Providing and fixing WALL MIXER ( 3-IN 1) CERA or Equivalent Chrome 54.00 No 8633.48

Plating including all Fittings and labour charges etc. Completed as per

directed engineer in charge.

114 Providing and fixing Angle cock CERA or Equivalent with wall flange 111.00 No 2045.25

including all Fittings and labour charges etc. Completed as per directed

engineer in charge.

115 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber 54.00 No 1246.92

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

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

116 Constructing brick masonry chamber for underground C.I. Inspection 63.00 No 3094.64

chamber and bends with briocks having croshing strength not less than

35Kg. Cm2 in C.M. 1:5 precast RCC cover 455mm x 610mm intenal

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

sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10

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

floating coat of neat cement on walls and bed concrete etc. complete (i)

Inside dimensions 455mmx 610mm and 450mm deep for single pipe line.

117 Constructing brick masonry chamber for underground C.I. Inspection C.I. 63.00 No 3824.87

Inspection chamber and bends with briocks having croshing strength not

less than 35Kg. Cm2 in C.M. 1:5 precast RCC cover 500mmx 700mm

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

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

1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth

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

(i) Inside dimensions 500mmx 700mm and 450mm deep for single pipe line.

118 Extra over items for every additional depth of 0.1M. of part thereof beyond 45.00 Each 242.39

450mm depth for Brick masonry chamber.(i) for 455mm x 610mm size.

119 Extra over items for every additional depth of 0.1M. of part thereof beyond 45.00 Each 264.86

450mm depth for Brick masonry chamber.(i) for 500mm x 700mm size.

120 Providing cement vata (10cm x 10cm size) quarter round in cement mortar 132.00 Rmt 23.68

1:1 including neat cement finishing watering etc. Complete

121 Providing and fixing MS Ladder of required pattern with MS flats(30x3mm) 900.00 Kg 112.11

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

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

quality and two coats of oil paintas as directed by engineer in charge

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

122 Providing and fixing in position 150 mm high, English letters made from 1.0 60.00 No 404.00

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

necessary tools & plants etc. complete.

123 Providing and fixing Kitchen SS Sink Glosy ASIS 316 Grade x 1mm thick 18.00 No 2057.37

with over all size 610x460 mm & bowl size 560x410x200 including cutting

holes in walls and making good the same including necessary fittings with

32mm dia C.P brass waste , 32mm dia M.I fisher union and Rubber plug

124 Constructing Sandwitch Platform of 15mm-18 mm thick Polished Black 111.00 Sq m 5372.84

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

with cementing Materials / adhsives including makeing necessary grooves

in walls with Vertical sandwich two Kotastone 25 mm support every 60 cm

centre to centre covered with granite patti or as required including all labour

material of approved quality incl. 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

125 Providing and laying machine cut free edge machine polished Granite 16 345.00 sqm 2154.33

to 18mm thick finished rounded moulding in shelves of cupboard and as a

table top fixed on wall with cement mortar 1:3 (1-cement : 3-coarse sand)

jointed with grey or colour cement slurry including rubbing and polishing etc.

126 Providing and fixing premium Bathroom Set consisting of towel rack , towel 54.00 set 6087.27

ring, 1 nos of soap dish, tooth brush stand of approved make etc. complete

or as directed.

127 Providing and fixing 6 mm thick decorative mirror including machine 27.00 sqm 2525.00

polishing glass all over and fixed with S.S. studs etc complete with all

required fittings & Fixtures .

128 Providing and fixing concealed center point to wall ceiling & floor CPVC 180.00 Rmt 166.86

(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for

potable water of following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc. complete.[A] 15 mm.

129 Supplying and Fixing Shower Rose of Cera,Plumber or equivalent make of 54.00 Nos 3454.20

size 150 mm with all necessary fitting approved by Engineer in charge etc.

130 Providing and fixing PVC Cockroach trap for drain with PVC jali of the 54.00 Nos 656.50

following nominal diameter of self cleansign design with C.I Scread down or

hinged grating including the cost of cutting and making good the walls. (ii)

131 Excavation for foundation for depth from 3.0 m to 5.0 m including 27.00 Cumt 174.23

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

132 Providing and laying controlled cement concrete M-200 and curing complete 50.00 Cumt 7327.55

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

reinforced concrete work in Columns, pillars posts and struts G.FLOOR

133 Providing 15mm thick cement plaster in single coat on Rough (Similar) side 684.00 Sqmt 218.27

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

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

neat cement slurry etc. comp. For Ground floor

134 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight 3.00 Nos 958.17

not less than 35Kg.

135 P & L 60x45 cm Machine polished Machine cut Blue Kota Stone slab 57.00 Sqmt 1043.53

flooring over 20 mm (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

136 Wall painting (two coats) with plastic emulsion paint of approved brand and 51.00 Sqmt 84.16

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.

137 Providing and fixing rolling shutters of approved make made of 80 mm wide 15.00 Sqmt 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 3.5M

138 Providing and fixing window having extruded aluminum Colour anodized 6.00 Sqmt 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 1.30 mm

@ wt.of 0.0.659 Kg/mt 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. 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 as per details etc

complete for window.

139 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working 110.00 Rmt 336.24

pressure poluthene pipes of the following outside Dia. Low densidy,

complete with special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(G)110 mm

140 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working 10.00 Rmt 696.90

pressure poluthene pipes of the following outside Dia. Low densidy,

complete with special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(G)160 mm

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

141 Providing junction for rain water juncton chamber of size 0.60x0.60x0.75m 2.00 No 9320.28

with excavation of size 1.96x1.96 m & 0.15m thick c.c.1:2:4 bed concrete

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

15mm thick cement plaster inside & outside & 1.06x1.06 RCC (1:2:4) slab

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

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

142 Providing Filter chamber of Brick work in C:M 1:6 of size 2.06mx1.20m 1.00 No 16447.85

x1.20m & excavation dimension of 2.66mx 1.81x1.35m including C.C 1:2:4

bed concrete of 0.15m thick including brick work in c.m 1:6 for 23cm thick

wall including 15mm thick cement plaster inside & outside with cement

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

35 kg & filling filter material kapchi in layers (25-40mm & 10-20mm) & BT

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

143 Providing Recharging pit of size 2.0m Dia.& 2.0m depth of water logging 1.00 No 92943.23

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

200 mm dia bore depth of 80.0 mt & above concrete with kapchi in layers

(20-40mm & 10-20mm) & BT metal 40mm & filling brick as directed by

Engineer-in-charge.

144 Steel work, welded in built up sections framed work including cutting, 28.00 Quinta 9047.86

hoisting, fixing in position and applying a priming coat of read lead paint & l

two coat oil paint. (A)In beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross beams. Hip and jack

rafters, purlins conneted to common rafters and the like..

145 Providing and fixing of Ridge flashing for roof panel shall be made out of 0.5 90.00 sqmt 858.67

mm thick pre coated GI 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 fastners @ maximum

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

146 Drilling of 165 mm dia bare in over burden strata and further drilling of 240.00 Rmt 313.10

165mm dia bore in all typs of strata with DTH ring including lowering of

casing pipe up to requied length and testing etc. including testing with ben

147 providing and lowering of 165mm FVPVC pipe zero to overburden strata 195.00 Rmt 536.57

148 Providing and lowering 165 mm dia PVC pipe etc complete 45.00 Rmt 252.50

149 Providing and fixing M. S. cap –plug hinge type with frame of required 3.00 No. 165.64

design for 150mm dia Bore casing pipe

150 Suppling and installing submersible pumping set 7.50 HP manufactured as 6.00 Set 26300.40

per IS standard including non return valve sluice valve flexible cable (

asrequired 70 mtr length ) volt meter, panel board, capacitor,starter,switch,

pressure guage with accessories of approved manufacture tools of

Hours power capacity.

151 Providing and fixing check or non return pully wheel valve of 50 mm 6.00 No. 1111.00

152 Providing and fixing to wall,ceiliing and floor galvanised mild steel tubes ( 300.00 Rmt 787.40

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

included making good the wall, ceilling and floor (F) 50 mm

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

153 Constructing brick masonry chamber for underground C.I. Inspection 30.00 No. 7180.44

chamber and bends with briocks having croshing strength not less than

35Kg. Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions, total weight of cover with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with

1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm size)

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

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

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

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

154 Providing laying (to level or slopes) and jointing reinforced concrete Light 300.00 Rmt 1060.59

duty non-pressure pipes I.S. class NP2 of thefollowing internal diameter with

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

complete.(E) 450mm

155 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse 15.00 No. 11029.97

sand : 4-graded stone aggregate20mm 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 1:3 (1-Cement : 3-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 festing (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 msonry using brick having crushing strength not less

than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A

type depth 0.90 Metre for 150mm diameter sewer.

156 Box cutting the road surface to proper slope and camber for making a base 2450.00 Cum. 104.20

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

road side slope as directed upto 50Mt.lead.

157 Construction of 150 mm thick compacted granular sub base ( Grade-V , 783.00 Cum. 1056.46

Crushed B T materials of 53 mm to 26.5 mm @ 35 %, 26.5 mm to

mm @ 50 %, Below 2.36 mm @ 15 % ) by providing close graded material

mixing in a machanical mix plant at OMC, carriage of a mix material to

work site, spreading uniform layers with motor grader on prepared

surface and compacting with vibratory power roller to achieve desire

density, complete clause as per

158 Providing, laying, spreading and compacting graded stone aggregate to wet 375.00 Cum. 1175.64

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

159 Providing & laying cement concrete 1: 3 : 6 ( 1 Cement : 3 Coarse sand : 6 326.00 Cum. 3168.25

graded B.T stone aggregate 40 mm nominal size) Curing comp. including

cost of form work in foundation and plinth

160 Providing and laying controlled cement concrete M-250 and curing complete 586.00 Cum. 4386.43

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

reinforced concrete work in Footing , Base of columns and Mass

161 Compaction and finishing of cement concrete road by trimix M.250 process 2930.00 Sqm 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.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

162 Providing T M T. bar reinforcement of Fe-500D for R.C.C.work including 14650.00 Kg 69.69

bending binding and placing in position etc complete for All floor

163 Providing and Laying homoginious Grey cement based concrete kerbing of 1080.00 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 ddetailed drawing fixing in line and level, filling joints in CM 1:3 with

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

Engineer in charge.

164 Constructing providing and fabricating cattle guard using channel section 18.00 Sqmt 4404.61

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.

165 Providing and fixing decorative entrance gate made out of cast iron and 1575.00 kg 165.64

various mild steel tabular section combination , the Ornamental entrance

gate should be fixed at compound wall 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

166 Providing and fixing concertina coil fencing with punched tape concertina 685.00 Rmt 460.56

coil 600 mm dia 10 mt openable length having 50 no rounds per 6 mt

length, upto 3mt height of wall with existing angle iron (50mm x50mm x5mm

)requird shaped As per Directed Engeenier in charge. placed 2.4mt or

3.00mt apart and with 4 horizontal R.B.T. reinforced barbed wire(3 mm)

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

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

direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.)/Spring

core (2.5 mm thick) and weight 43.478 gm/meter at compound wall for ESR

M4/ intakewell.

167 Dismentling of doors, windows, ventilators etc. (wood or steel) shutters 140.00 No. 182.94

including chowkhats architraves, holdfasts and other attachment etc.

complete and stacking them within all lead and lift (ii) Not Exceeding

168 Dismentaling tiled of stone floors laid in mortar including stacking of 1534.00 Sqm. 46.77

serviceable materials and disposal of unserviceable materials with all lead

169 Demolition including stacking of serviceable materilas and disposal of 120.50 cum 1030.81

unserviceable materials with all lead and lift. (i) R.C.C. work

170 Demolition of Brick work and stone masonry including stacking of 446.61 No. 536.09

serviceable materilas and disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

171 Dismentling steel work including distempering and stacking the materials 4680.00 Kg 3.67

with all lead and lift.

172 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings 322.00 Rmt 73.02

and clamps including stacking the materials with all lead and lift ( for any

173 Dismantling santtary fittings like wash basin . W.C. pan Indian and 17.00 Nos 394.51

European type, flushing tank etc. including stacking the materials with all

174 Dismentling wood work, wrought framed and fixed in frames trusses 3.00 Cum 1711.65

including stacking the materials with all lead and lift.

175 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 700.00 Pt. 485.81

a (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 ( Make:-

Pipe:Precision/Polycab/Vraj/Nihir /Astral, Wire: Polycab/RR

Kabel/KEI/Finoloex/Havells, Accessories: Havells/Anchor/Greatwhite/Vinay

175 Point wiring for Light Point in Bath & W/C .Cat-III ( Make:- 108.00 Pt. 242.91

b Pipe:Precision/Polycab/Vraj/Nihir /Astral, Wire: Polycab/RR

Kabel/KEI/Finoloex/Havells, Accessories: Havells/Anchor/Greatwhite/Vinay

176 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) 254.00 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 Ca-III ( Make:- Pipe:Precision/Polycab/Vraj/Nihir

/Astral, Wire: Polycab/RR Kabel/KEI/Finoloex/Havells, Accessories:

Havells/Anchor/Greatwhite/Vinay

177 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin 269.00 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. Ca-III ( Make:-

Havells/Anchor/Greatwhite /Vinay )

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

178 Point wiring for Two Way Controlled Light Point with 2-1.5 sq.mm & earth 36.00 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

Pipe:Precision/Polycab/Vraj/Nihir /Astral, Wire: Polycab/RR

Kabel/KEI/Finoloex/Havells, Accessories: Havells/Anchor/Greatwhite/Vinay

179 Providing following type of Modular Type Accessories mounted with PVC / 162.00 Nos. 151.50

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.(1)One No. SP 6 Amp.Cat-

III ( Make:- Havells/Anchor/Greatwhite /Vinay )

179 (2) One No 5 pin plug.Cat-III ( Make:- Havells/Anchor/Greatwhite /Vinay ) 162.00 Nos. 151.50

179 (4) TV Co-axial Socket outlet .Cat-III ( Make:- Havells/Anchor/Greatwhite 72.00 Nos. 160.59

179 (7) Blank Plate Single.Cat-III ( Make:- Havells/Anchor/Greatwhite /Vinay ) 164.00 Nos. 25.25

179 (8) Computer RJ-45 socket Ca-III ( Make:- Havells/Anchor/Greatwhite 18.00 Nos. 160.59

179 (9) 16 Amp. SP one way switch.Cat-III ( Make:- Havells/Anchor/Greatwhite 162.00 Nos. 180.79

179 (10) 6/16Amp. Universal socket Ca-III ( Make:- Havells/Anchor/Greatwhite 252.00 Nos. 199.98

179 (14) 6A/ 10A/ 16A/ 20A/ 25A/ 32A Double Pole Modular MCB Switch Ca-III ( 90.00 Nos. 410.06

g Make:- Havells/Anchor/Greatwhite /Vinay )

180 Providing and erecting ISI mark Medium class RIGID PVC PIPES of 4500.00 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)

mm ( Make:- Precision/Polycab/Vraj/Nihir/Astral )

181 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 3240.00 Mtr. 62.62

a 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.(a) 2 wire 1.5 sq. mm Pipe:Precision/Polycab/Vraj/Nihir /Astral,

Wire: Polycab/RR Kabel/KEI/Finoloex/Havells,

181 (b) 2 wire 2.5 sq. mm Pipe:Precision/Polycab/Vraj/Nihir /Astral, Wire: 8705.00 Mtr. 82.82

b Polycab/RR Kabel/KEI/Finoloex/Havells,

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

182 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 5040.00 Mtr. 112.11

a 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

Pipe:Precision/Polycab/Vraj/Nihir /Astral, Wire: Polycab/RR

Kabel/KEI/Finoloex/Havells,

182 (h) 4 wire 6 sq. mm Pipe:Precision/Polycab/Vraj/Nihir /Astral, Wire: 860.00 Mtr. 260.58

b Polycab/RR Kabel/KEI/Finoloex/Havells,

183 Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv 402.00 Mtr. 46.46

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

1.50 Sq.mm 3 core round PVC sheathed Wire: Polycab/RR

Kabel/KEI/Finoloex/Havells,

184 Providing & Erecting approved make following size of TV Co-axial flexible 3600.00 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

185 Supplying & erecting approved make Telephone Cable electrolytic copper 3600.00 Mtr. 20.20

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

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

telephone wiring & confirming to C-DOT erected in existing pipe. of

following size of conductors & nos.of pairs. With necessary connections.[A]

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

186 Supplying & erecting approved make LAN cable of following size in existing 900.00 Mtr. 47.47

pipe as per direction. [C] CAT -

187 Providing & erecting Switch board for Computer or electric apparatus 18.00 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 Ca-

III ( Make:- Havells/Anchor/Greatwhite /Vinay )

188 Decorative call bell Ting-tong box type 250 volts complete erected 18.00 Nos. 71.71

189 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 54.00 Nos. 373.70

a 0.5 Watt assembled on single MCPCB, with housing used as a heat sink

shall be made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium

die cast powder coated and high U.V. & corrosion resistance with diffuser

with company mark/name 160V to 270V, Power Factor more than 0.95,

THD < 15%,CCT 3000 K to 6500K, Luminaire efficacy> 85 lumens/watt

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

Certificates)(NOTE: Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.) (A) Tube Light with integral driver. (iv)

22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet Ca-III ( Make :-

Phillips, Havells, OSRAM, Crompton, Wipro, Jaguar )

189 (v) 36 Watts, Surge-2 KV, IP-20, conventional 4 feet Ca-III ( Make :- Phillips, 518.00 Nos. 535.30

b Havells, OSRAM, Crompton, Wipro, Jaguar )

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

190 Supplying and erecting led lamps with following wattage capacity of 220 to 164.00 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 ( Make :- Phillips, Havells,

OSRAM, Crompton, Wipro, Jaguar )

191 Supplying and erecting LED street light / Flood light fittings with High power 52.00 Nos. 4997.48

a 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

V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED

driver efficiency > 85 %.( fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.)(A) Street Light (IP-65), Surge

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

voltage protection. (ii) above 48 to 60 Watts Cat-III ( Make :- Phillips,

Havells, OSRAM, Crompton, Wipro, Jaguar )Crompton, Wipro, Jaguar )

191 (B) Flood Light (IP-65), Surge protection -4KV integral and ,Light must have 30.00 Nos. 9647.52

b 440VAC line supply with over-voltage protection.(vi) above 160 to

191 (C) Post Top Lantern LED fitting comprises of finish cast aluminum spigot 2.00 Nos. 4819.72

c 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 Ca-III

192 (c) LED Bollard fittings of minimum height 1000 mm & dia.100mm having 40.00 Nos. 4461.17

polycarbonate clear/milky diffuser mounted on 3mm thick aluminium

finished powder coated pipe with base plate 160x160mm with erection by

M8x75mm fastner with required RCC foundation.IP65 for 9 to 20 watt and

above ,surge-4kv cat-III

193 Providing and erecting Approved make Four pole moulded case circuit 2.00 Nos. 6790.43

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( Make :- L&T, Havells, C&S,

194 Providing and erecting busbar chamber confirming to IS-375 fabricated from 1.00 Rn.Mtr 4421.78

16 G.M.S. sheet, dust & vermin proof having hinged door with rubber 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

195 Providing and erecting Miniature circuit breaker single pole 0.5A to 2A 84.00 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( Make :- L&T, Havells, C&S,

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

196 Providing and erecting Miniature circuit breaker single pole 6A to 25A 372.00 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

Ca-III ( Make :- L&T, Havells, C&S, Indoasian )

197 Providing & erecting 240 V MCB double pole switch for lighting Load (B 10.00 Nos. 278.76

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

box having following capacity.(A) 6 to 32 Amp.Cat-III( Make :- L&T, Havells,

C&S, Indoasian )

197 (B) 40 Amp. Ca-III( Make :- L&T, Havells, C&S, Indoasian ) 9.00 Nos. 295.93

198 Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B 2.00 Nos. 578.73

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

having following capacity.(a) 6 to 32 Amp. Cat-III ( Make :- L&T, Havells,

C&S, Indoasian )

198 (b) 40 Amp. Ca-III ( Make :- L&T, Havells, C&S, Indoasian ) 51.00 Nos. 638.32

199 Plastic enclosure fitted with DIN rail suitable for incorporating Three /Four 11.00 Nos. 108.07

200 Sheets steel powder coated enclosure suitable for incorporating One/Two 64.00 Nos. 176.75

201 Providing and erecting Sheet Steel powder coated MCB distribution board - 6.00 Nos. 1492.78

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

rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house

appropriate nos. of MCBs.(The DBs should be used of same company of

MCB to be used) suitable for (A) single phase incoming and horizontal

single phase outgoing. (b) sheet steel double door (IP-43) (iv)12 way ( Make

:- L&T, Havells, C&S, Indoasian )

201 (B) three phase incoming and single phase horizontal type outgoing Per 18.00 Nos. 2913.85

b phase isolation type (PPI) (b) sheet steel double door (ii)6 way ( Make :-

L&T, Havells, C&S, Indoasian )

202 Providing and erecting Approved make RCCBs conforming to IS: 12640 and 60.00 Nos. 1969.50

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

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

characteristic of quick action & tripping with all advance feature & do not

incorporate any electronic component. for following Max. rating erected as

directed. (i) 25 Amps.DP.Cat-III( Make :- L&T, Havells, C&S, Indoasian )

202 (iI) 40 Amps. DP Cat-III ( Make :- L&T, Havells, C&S, Indoasian ) 54.00 Nos. 2235.13

203 Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 110.00 Kg 77.77

204 Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron 40.00 Nos. 368.65

pipe with coupling and buch buried in specially prepared earth pit complete

with necessary 8 SWG earth wire.

205 For using salt and charcoal / coke as required for pipe type earthing. 40.00 Nos. 171.70

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

206 Supplying & erecting earth pit of minimum bore dia.150mm size approved 11.00 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:- <

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

207 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable Aluminium 450.00 Mtr. 92.92

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

existing trench / pipe of following size of cables. (B) 2 core 6 Sq. mm (

Make :- Finolex, RR Kabel, Havells, Polycab, KEI )

208 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand 950.00 Mtr. 126.25

a / 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

Sq. mm ( Make :- Finolex, RR Kabel, Havells, Polycab, KEI )

208 (C) 4 core 10 Sq. mm ( Make :- Finolex, RR Kabel, Havells, Polycab, KEI ) 900.00 Mtr. 140.39

209 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand 100.00 Mtr. 153.52

a 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(

Make :- Finolex, RR Kabel, Havells, Polycab, KEI )

209 (B) 4 core 25 Sq. mm( Make :- Finolex, RR Kabel, Havells, Polycab, KEI ) 300.00 Mtr. 190.89

210 Making trench in soft soil of suitable width of 90 cm deep for laying cable or 850.00 Mtr. 55.55

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

surface as normal ground.

211 Providing & laying approved make Double walled corrugated pipes (DWC) 900.00 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

212 Providing and, fixing heavy duty flange type brass cable gland with rubber 124.00 Nos. 38.38

a 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

212 (C) 2 to 4 core 10 Sq. mm 60.00 Nos. 38.38

212 (D) 2 to 4 core 16 Sq. mm 6.00 Nos. 47.47

212 (E) 2 to 4 core 25 Sq. mm 6.00 Nos. 51.51

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

213 Solder less crimping type Aluminium lugs conforming to IS suitable for cable 496.00 Nos. 6.06

a 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

214 Providing & erecting Approved make Power Saving 50 Watt Ceiling Fan 254.00 Nos. 1948.29

with double ball bearing ISI mark with Condenser 230 volt A.C. 50 Hz

mm sweep complete having 3blades with aluminium blades with , canopy &

30 cm. down rod erected with earthing.(Make shall be approved by Engineer

in charge))( Make :- Havells, Orient, Crompton, Bajaj )

215 Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe 254.00 Mtr. 108.07

down rod erected duly painted for fan complete with proper insulation

without leakage and earthing.

216 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to 254.00 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.

217 Providing 2.5mm.thick laminated acrylic sheet to cover the fan hook or Fan 254.00 Nos. 18.18

218 Supplying & erecting approved make low noise decorative exhaust fan 54.00 Nos. 1366.53

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

with 1350 RPM Cat.II Ca-II( Make :- Havells, Orient, Crompton, Bajaj )

219 Providing recess in wall or window frame suitable for erection of Exhaust fan 54.00 Nos. 189.88

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.

220 Supplying and erecting approved make Octagonal pole made from HR 40.00 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 35mmX7.5mm 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 200mmX200mmX12mm base plate, 4-M20 Bolts and

600mm long with necessary G.I. J Bolts .Approx Pole weight 59 kg.

221 Supplying & erecting approved make SMC press moulded composite FRP. 32.00 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]

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

222 Supplying and erecting Street light pole bracket comprising main B Class GI 28.00 Nos. 491.87

a 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

222 [B] Double Arm Bracket 0.5 Mtr 12.00 Nos. 622.16

223 Supplying & erecting approved make IP 55 grade Company fabricated 3.00 Nos. 12399.77

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.(A) 32 Amp

224 Supplying and erecting horizontal / vertical mounting type storage water 54.00 Nos. 8373.91

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 (A) 10 Ltr. with

KW. heating element Premium Category (Make:

Spherhot,juguar,Recold,Havells

225 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.Cat.II

(Make:Crompton,Lubi,Kirlosker)

226 Supplying & erecting approved make motor control cubical panel [Star 4.00 Nos. 7250.79

delta] made from 16G CRCA sheet duly epoxy powder painted inside and

outside with hinged doors and locking with suitable size of ON - OFF

isolator (AC 3 / 23 duty) main fuses. Digital volt and current meter (in a

single unit) with micro controller based control unit and current sensing

single phasing preventer electronic overload protection, over voltage

(Programmable) protection and under voltage (Programmable) protection,

prod less dry run protection programming facility for setting of all parameter

like overload current, high voltage limit, low voltage limit, dry run limit with

digital indication on seven segment LED display for any fault like over load,

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

timer, feather touch start / stop push buttons to be erected on angle iron

frame. Grouted on wall the contactors will be of L& T, Siemens, BCH make

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

227 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 (i) 1 HP to 5 HP

228 Providing and erecting ISI marked PVC insulated PVC Sheathed Flat 100.00 Mtr. 104.03

flexible Submersible copper cable approved make of following Size.(B)

Core x 2.5 Sq. mm.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

229 Supplying of following size of HEAVY UPVC column pipe with coupler and 60.00 RMT. 359.56

wire lock.[B] 50 mm dia

230 Supplying, Erecting, Testing & Commissioning the passenger / stretcher lift 3.00 Nos. #########

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

operation which shall be full collective selective operation hall call demand

response, UP/DOWN hall stops, Main, Up/ Down Contactor with overload

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

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

with safety factor of fire for steel and side panels of Stainless steel of sheet

of grade 304 duty. Car ceiling will be S.S. finishes with aesthetic

appearance with LED ceiling lights. Car flooring shall be of 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. 304 finished with emergency stop device,

mechanical door safety device, facility of auto/ attended mode. All car panel

buttons and all floor switches must be with brail language as per lift act.[4]

All landing doors must be fire rated for 2 hour shall be fully automatic centre

opening/ telescopic opening made of hairline finish steel grade of 304 with

key holes and infrared curtains with Unlocking facility from outside [5]

Appropriate battery operated emergency light in the car along with alarm

switch shall be provided. Also, Emergency Light & Fan should start

immediately without any Time Delay as soon as power fails.

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

position indicator shall be provided inside the car and at all floors.[7] Full

height infra red curtain with multiple cross / crossing light beams shall be

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

of passenger capacity with Manual Rescue Operation ( Manual Cranking

[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,

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

along with the other steel structure works, foundations for the machine

[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

[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.

(B) SPECIAL FEATURES DESCRIPTION OF LIFTS for PREMIUM

category.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 & fro

communication system & wiring (i.e. car , control room & guard room ) and

Each elevator are equipped with remote monitoring system.agency has to

provide mobile app and user id and password for monitoring.

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

m/sec., (C) With General PLUS ADDITIONAL SPECIAL FEATURES

attached herewith. Prem. Cat.(Make: Otis,Johnson,Schildler,Mitsubishi)

Rs. Fourteen crore twenty seven lakh ninety six thousand seven hundred fifty four and Fourteen Paisa Only.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

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

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 mix design for different grades of cement concrete at his own cost before

execution as directed and to be approved from the Engineer in charge.

6. Dismantalled materials of amount of Rs. 802011.00 must be recovered from 1st R.A. bill of Contractor's.

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

Executive Engineer

R & B Division,