Construction of B-TYPE 4 Unit and C-TYPE 4 Unit at Kukarmunda Dist-Tapi

Construction of B-TYPE 4 Unit and C-TYPE 4 Unit at Kukarmunda Dist-Tapi

BILL OF QUANTITIES

Percentage Rate Tender

Item Description of Item Quantity Unit Rate In figures Amount

1 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 1276.00 Cumt 119.12

useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose

2 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out 724.00 Cumt 165.69

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

Meter lead.(B) Dense or Hard soil

3 Filling in foundation and plinth with sand in layers of 20 cm. Thickness including 53.00 Cumt 470.39

watering ramming and consolidating etc. comp.

4 Filling available excavated Earth (Excluding Rock) in trench plinth side of 895.50 Cumt 133.65

foundation . in layer not excluding 20 cm in depth consolidation each deposited

layer by ramming and watering etc. complete

5 Filling foundation and plinth with murrum or selected soil in layer of 20 cm in 16.00 Cumt 296.29

thickness including ramming watering and consolidating etc. complete

6 Applying general insecticide pest control treatment to floors, cupboards etc 351.50 Sqmt 50.71

including labour materials etc. complete. Using Imidacloprid 30.5 SCas Per IS

part -II( (0.075% concentration by mass) is recommended 10.5ml chemical diluted

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

7 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- machine 23.50 Cumt 3080.90

cut stone aggregates 40 mm nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

8 Providing and laying controlled cement concrete M150 for curing complete 210.50 Cumt 4223.16

including cost of formwork but excluding the cost of reinforcement for reinforced

concrete work in (A) Foundations, footings,Base of columns, Plinth Slab and Mass

9 Providing and laying controlled cement concrete M250 and curing complete 285.00 Cumt 4620.99

including the cost of formwork and excluding reinforcement for reinforced concrete

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

10 Providing and laying controlled cement concrete M250 and curing complete 30.50 Cumt 7351.11

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

reinforced concrete work in Columns, pillars posts and struts Column Up to Plinth

11 Providing and laying controlled cement concrete M200 and curing complete 42.00 Cumt 7304.36

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

reinforced concrete work in Columns, pillars posts and struts Ground Floor

12 Providing and laying controlled cement concrete M200 and curing complete 22.50 Cumt 7304.36

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

reinforced concrete work in Columns, pillars posts and struts First Floor

13 Providing and laying controlled cement concrete M200 and curing complete 22.50 Cumt 7345.62

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

reinforced concrete work in Columns, pillars posts and struts Second Floor

14 Providing and laying controlled cement concrete M200 and curing complete 12.50 Cumt 7386.88

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

reinforced concrete work in Columns, pillars posts and struts Third Floor

15 Providing and laying controlled cement concrete M250 and curing complete 67.00 Cumt 6236.84

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

reinforced concrete work in Ground & Plinth BEAMS

16 Providing and laying controlled cement concrete M150 and curing complete 65.50 Cumt 5318.56

including the cost of formwork and excluding reinforcement for reinforced concrete

work in (C) Plinth Slabs

17 Providing and laying controlled cement concrete M200 and curing complete 42.50 Cumt 6199.86

including the cost of formwork and excluding reinforcement for reinforced concrete

work in (C) Ground Floor Beams

18 Providing and laying controlled cement concrete M200 and curing complete 37.50 Cumt 6199.86

including the cost of formwork and excluding reinforcement for reinforced concrete

work in (C) First Floor Beams

19 Providing and laying controlled cement concrete M200 and curing complete 37.50 Cumt 6241.12

including the cost of formwork and excluding reinforcement for reinforced concrete

work in (C) Second Floor Beams

20 Providing and laying controlled cement concrete M200 and curing complete 7.00 Cumt 6282.38

including the cost of formwork and excluding reinforcement for reinforced concrete

work in (C) Third Floor Beams

21 Providing and laying controlled cement concrete M200 and curing etc. complete 2.50 Cumt 6499.46

including the cost of form work and reinforcement for reinforced concrete work in

(C) Chhajja for First Floor

22 Providing and laying controlled cement concrete M200 and curing etc. complete 2.00 Cumt 6540.72

including the cost of form work and reinforcement for reinforced concrete work in

(C) Chhajja for Second Floor

23 Providing and laying controlled cement concrete M200 and curing etc. complete 1.00 Cumt 6581.98

including the cost of form work and reinforcement for reinforced concrete work in

(C) Chhajja for Third Floor

24 Providing and laying controlled cement concrete M200 and curing etc. complete 2.00 Cumt 7498.50

including the cost of form work and reinforcement for reinforced concrete work in

(C) Lintal for Ground Floor

25 Providing and laying controlled cement concrete M200 and curing etc. complete 3.00 Cumt 7498.49

including the cost of form work and reinforcement for reinforced concrete work in

(C) Lintal for First Floor

26 Providing and laying controlled cement concrete M200 and curing etc. complete 3.00 Cumt 7539.75

including the cost of form work and reinforcement for reinforced concrete work in

(C) Lintal for Second Floor

27 Providing and laying controlled cement concrete M200 and curing etc. complete 1.00 Cumt 7581.00

including the cost of form work and reinforcement for reinforced concrete work in

(C) Lintal for Third Floor

28 Providing and laying controlled cement concrete M200 and curing complete 48.00 Cumt 6704.65

including the cost of formwork and excluding reinforcement for reinforced concrete

work in (C) Ground Floor Slab

29 Providing and laying controlled cement concrete M200 and curing complete 41.00 Cumt 6704.65

including the cost of formwork and excluding reinforcement for reinforced concrete

work in (C) First Floor Slab

30 Providing and laying controlled cement concrete M200 and curing complete 41.50 Cumt 6745.91

including the cost of formwork and excluding reinforcement for reinforced concrete

work in (C) Second Floor Slab

31 Providing and laying controlled cement concrete M200 and curing complete 7.00 Cumt 6787.17

including the cost of formwork and excluding reinforcement for reinforced concrete

work in (C) Third Floor Slab

32 Providing and laying controlled cement concrete M200 and curing etc. complete 8.50 Cumt 8367.39

including the cost of form work and excluding the cost of reinforcement etc.

complete in (E) Stair case for Ground Floor to First floor

33 Providing and laying controlled cement concrete M200 and curing etc. complete 7.00 Cumt 8367.39

including the cost of form work and excluding the cost of reinforcement etc.

complete in (E) Stair case for First Floor to Second Floor

34 Providing and laying controlled cement concrete M200 and curing etc. complete 7.00 Cumt 8408.65

including the cost of form work and excluding the cost of reinforcement etc.

complete in (E) Stair case for Second Floor to Third Floor

35 Providing and laying controlled cement concrete M200 and curing etc. complete 26.00 Cumt 10414.84

including the cost of form work and excluding the cost of reinforcement etc.

complete in RCC Vertical and Horizontal wall for Ground Floor

36 Providing and laying controlled cement concrete M200 and curing etc. complete 7.50 Cumt 10414.84

including the cost of form work and excluding the cost of reinforcement etc.

complete in RCC Vertical and Horizontal wall for First Floor

37 Providing and laying controlled cement concrete M200 and curing etc. complete 7.50 Cumt 10456.10

including the cost of form work and excluding the cost of reinforcement etc.

complete in RCC Vertical and Horizontal wall for Second Floor

38 Providing and laying controlled cement concrete M200 and curing etc. complete 20.50 Cumt 10497.36

including the cost of form work and excluding the cost of reinforcement etc.

complete in RCC Vertical and Horizontal wall for Third Floor

39 Providing and laying controlled cement concrete M200 for RCC work and curing 10.50 Cumt 6437.24

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

concrete work in Coping on Ground Floor

40 Providing and laying controlled cement concrete M200 for RCC work and curing 5.50 Cumt 6437.24

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

concrete work in Coping on First Floor

41 Providing and laying controlled cement concrete M200 for RCC work and curing 5.50 Cumt 6478.49

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

concrete work in Coping on Second Floor

42 Providing and laying controlled cement concrete M200 for RCC work and curing 2.00 Cumt 6519.75

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

concrete work in Coping on Third Floor

43 Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending, 103941.00 Kg 95.43

binding and placing in position complete upto floor two level

44 Providing and fixing 90 cm Height Stainless Steel Railing made from anticorrocive 139.50 Rmt 3626.51

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

of 38 mm dia Box pipe (16 Gauge) as a vertical support fixed in RCC slab at 1.2m c/c

including three horizontal S S pipes of 25 mm dia (16 Gauge) at eqal distance fixed

by 18.75 mm dia (16 Gauge) S S pipe with baluster including accessories as per

detailed drawing as directed etc. complete.

45 Providing and fixing 30 cm Height Stainless Steel Railing made from anticorrocive 107.00 Rmt 3164.53

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

of 38 mm dia Box pipe (16 Gauge) as a vertical support fixed in RCC slab at 1.2m c/c

including three horizontal S S pipes of 25 mm dia (16 Gauge) at eqal distance fixed

by 18.75 mm dia (16 Gauge) S S pipe with baluster including accessories as per

detailed drawing as directed etc. complete.

46 Brick work using common burnt clay building bricks having crushing strength not 30.00 Cumt 4121.55

less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement :

5 -fine sand) (B) Conventional below plinth

47 Brick work using common burnt clay building bricks having crushing strength not 174.00 Cumt 4403.40

less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement :

5 -fine sand) (B) Conventional Ground FLoor

48 Brick work using common burnt clay building bricks having crushing strength not 80.00 Cumt 4403.40

less than 35 kg./Sq.Cm. in super structure in Cement Mortar 1:5. (1- Cement : 5 -fine

sand) (B) Conventional First FLoor

49 Brick work using common burnt clay building bricks having crushing strength not 80.00 Cumt 4444.90

less than 35 kg./Sq.Cm. in super structure in Cement Mortar 1:5. (1- Cement : 5 -fine

sand) (B) Conventional Second FLoor

50 Brick work using common burnt clay building bricks having crushing strength not 26.50 Cumt 4486.40

less than 35 kg./Sq.Cm. in super structure in Cement Mortar 1:5. (1- Cement : 5 -fine

sand) (B) Conventional Third FLoor

51 Half Brick masonry in common brunt clay building bricks having crushing strength 30.00 Sqmt 669.34

not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in

foundation and plinth (B) Conventional in super structure. for Ground Floor.

52 Half Brick masonry in common brunt clay building bricks having crushing strength 129.50 Sqmt 669.34

not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in

foundation and plinth (B) Conventional in super structure. for First Floor.

53 Half Brick masonry in common brunt clay building bricks having crushing strength 129.50 Sqmt 675.49

not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in

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

54 Providing and fixing 150 mm wide, approved quality chicken wire mesh at junction 440.00 Sqmt 295.93

of brick work and RCC work or two dissimilar surfaces, at all heights fixed by nails,

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

curing, scaffolding all complete as directed.

55 Providing 20 mm thick double coat mala cement plaster on interior brick / concrete 832.50 Sqmt 285.35

work for plastering comprising of base coat of 12 mm thick cement plaster in

cement mortar (1 Cement : 4 coarse sand) in rough finishing and 8 mm thick top

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

scaffolding curing, 10x10 mm grooves etc. complete. For Ground Floor

56 Providing 20 mm thick double coat mala cement plaster on interior brick / concrete 916.50 Sqmt 285.35

work for plastering comprising of base coat of 12 mm thick cement plaster in

cement mortar (1 Cement : 4 coarse sand) in rough finishing and 8 mm thick top

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

scaffolding curing, 10x10 mm grooves etc. complete. For First Floor

57 Providing 20 mm thick double coat mala cement plaster on interior brick / concrete 917.00 Sqmt 312.74

work for plastering comprising of base coat of 12 mm thick cement plaster in

cement mortar (1 Cement : 4 coarse sand) in rough finishing and 8 mm thick top

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

scaffolding curing, 10x10 mm grooves etc. complete. For Second Floor

58 Providing 20 mm thick double coat mala cement plaster on interior brick / concrete 292.00 Sqmt 340.13

work for plastering comprising of base coat of 12 mm thick cement plaster in

cement mortar (1 Cement : 4 coarse sand) in rough finishing and 8 mm thick top

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

scaffolding curing, 10x10 mm grooves etc. complete. For Third Floor

59 Providing 10 mm. Thick cement plaster in single coat for plastering on ceiling and 424.50 Sqmt 155.22

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

: 4 sand) including Mala troveled finish etc. complete. Ground Floor

60 Providing 10 mm. Thick cement plaster in single coat for plastering on ceiling and 355.50 Sqmt 155.22

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

: 4 sand) including Mala troveled finish etc. complete. First Floor

61 Providing 10 mm. Thick cement plaster in single coat for plastering on ceiling and 355.50 Sqmt 179.19

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

: 4 sand) including Mala troveled finish etc. complete. Second Floor

62 Providing 10 mm. Thick cement plaster in single coat for plastering on ceiling and 47.00 Sqmt 203.17

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

: 4 sand) including Mala troveled finish etc. complete. Third Floor

63 20 mm thick Sand faced cement plaster with 18x8 mm grooves as suggested by this 2263.50 Sqmt 389.86

office consisting of 12 mm thick backing coat of C.M. 1:3 ( 1 cement : 3 coarse sand )

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

as directed etc. complete. and as per pattern sample aprroved by the architect or

directed engineer in-charge

64 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 61.00 Rmt 43.22

65 Applying two coats of Acrylic lapy (putty) & two coats of primer of approved brand 3923.50 Sqmt 40.59

and manufacture on new wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other foreign matter and sand

papered smooth.

66 Wall painting (Three coats) with plastic emulsion paint of approved brand and 2741.00 Sqmt 187.86

manufacture on undecorated wall with WITH ONE WALL TO HIGHLIGHT IN

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

throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth.

67 Painting (three coats) with plastic emulsion paint of approved brand and 1183.00 Sqmt 86.92

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.

68 Wall Painting (Two coats) with weather proof + one coat Primer 100% acraylic 2255.00 Sqmt 133.93

emulsion paint of approved brand and manufacture and of required shade on

exterior wall surface to give an even shade over and including primery coat with

Alkaly resistance primer of approved brand after thoroughly brushing surface to

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

69 Providing And filling with good quality cinder (steam coal) as directed by engineer 16.00 Cumt 496.92

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

etc as directed, for all floor.

70 Providing Water proofing Treatment on Sunk Slab including cement concrete 93.50 Sqmt 376.63

flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate 20mm nominal

size) laid in one layer and finished with a floating coat of neat cement average

50mm thick to Prepare slope including water proofing chemical etc. Complete for

Sunk Slab All Floor.

71 Providing and laying water proofing treatment with china mosaic tiles flooring 358.00 Sqmt 1153.42

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 2.5CM of ceramic / glazed tiles (

one for more colour as directed ) to be laid over cement mortar bedding of C M 1:3

(1 cement : 3 sand ) contain water proofing materials per bag of cement useas

specified by manufactured and slops to be tempered to bring mortar up to surface

with using white cement and colour pigment including rounding of junctions and

extending them up to 15 cm along the wall and curing with bends any patens or

design as per drawing and cleaning by using oxalic acid etc. complete.

72 Providing & fixing in position standard extruded Aluminum Three track (3 shutter + 47.00 Sqmt 3781.44

1 Mosquito net shutter) with Standard Extruded Colour Anodied Alluminium

Section Equivalent to Jindal Series E (30mm) Section Numbered: Frame -Bottom

with Weep Holes -20928, Frame Top & Side-20837 ,Shutter Top & Bottom

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

Transparent Tinted Float Glass With EPDM Rubber Gasket, Air Lock Stirip dd

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

shutter section and Finishing , Joint With Section Sealant, With Power Coated

Standard Alluminium Fitting.with as per window size including all required

materials labours and equipments as per detailed drwg. as directed.

73 Providing and fixing in position standard extruded Aluminium three-track sliding 7.00 Sqmt 4481.37

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

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

Bottom with weep holes – Section No. 20928, Frame Top & Side – Section No.

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

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

with 5 mm thick transparent tinted float glass fixed with EPDM rubber gasket, and

one shutter provided with SS wire mosquito mesh jali in the same Aluminium

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

sealant, and finishing with powder-coated standard Aluminium fittings, complete as

per window size and detailed drawings. The rate shall be inclusive of all materials,

fittings, fixtures, labour, equipment, and accessories, and the work shall be carried

out as directed by the Engineer-in-Charge.

74 Providing & Fixing in position standard extruded approved colour anodised 6.00 Sqmt 1874.56

Aluminum Ventilator with outer frame (of Jindal Section No.21458,@ Wt0.650

kg/Rmt ) with 5mm 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

75 Providing and fixing 35 mm thick flush single door shutter, solid core type, 125.20 Sqmt 4317.75

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

mm × 50 mm for durable grip of hinges. The shutter shall be finished with 1 mm

thick decorative laminate on both sides, with machine-glued PVC banding on the

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

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

standard make, and fixing of 4 nos. 150 mm long stainless steel hinges per shutter.

All fittings, fasteners, accessories, labour, and materials shall be included, with

sample and shade approved by the Engineer-in-Charge.

76 Providing and laying 60 x 60 cm Machine polished Machine cut Kota Stone slab 79.00 Sqmt 1084.30

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

77 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of 54.00 Sqmt 1099.95

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

coarse sand ) finishing with flush pointing in white cement.

78 P & L 24" x 24" Soluble salt vitrified 8 mm thick tile flooring over 20 mm (average) 352.00 Sqmt 1146.26

base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on

existing flooring by adhesive material including dismentaling of existing flooring

and jointed with color cement slurry including finised with flush pointing &

cleaning the surface etc. complete for DARK shade

79 Providing and laying antiskid ceramic tiles 30 x 30 cm size 6 mm thick in flooring 186.00 Sqmt 929.39

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

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

80 Providing and laying glazed tiles tiles size 60 x 30 cm 6 mm thick in skirting risers 348.00 Sqmt 1477.25

of steps and dedo on 10 mm thick cement plaster 1:3 (1-cement:3coarse sand) and

jointed with colour cement slurry

81 Providing and fixing staircase riser with 600x600x10 mm thick Soluble Salt Vitrified 195.00 Sqmt 1553.38

Tiles 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 incl. making Three No.s of grooves

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

82 Providing and fixing polished 18 mm thick black granite Shalves with full round 276.50 Sqmt 2651.25

edge and double side polished of approved quality fixing with cement slurry &

adhesive including moulding of both exposed edges as directed by engineering in

charge etc. complete.

83 Providing and fixing mirror polished 18-20 mm thick Granite stone with full round 191.00 Sqmt 2930.01

edge and polished of approved quality in clading on sill and around the doors/

windows/ ventilation with 12 mm thick cement mortor CM (1:4) and fixing with

cement slurry & adhesive including moulding of exposed edges as directed by

engineering in charge etc. complete.

84 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 715.50 Sqmt 704.07

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

85 Providinfg and fixing Safty grills of required pattern for windows/ Door using 1654.00 Kg 111.10

necessary 12x12 mm M.S. Square bar, M.S flats and other structural steel at

required spacing including cutting, welding and fabriction etc. including one coat of

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

86 Providing erecting and fixing double coated Syntex PVC. (ISI) water tank of required 10000.00 Litre 3.95

capacity each with all necessary fittings and connection etc. complete on terrace.

87 Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe ( SCH- 280.00 Rmt 195.67

40) for cold water including fittings as approved by Engineer In Charge. Pipe shall

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

concelled as directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all materials.

88 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 280.00 Rmt 148.12

40) for cold water including fittings as approved by Engineer In Charge. Pipe shall

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

concelled as directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all materials.

89 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 400.00 Rmt 91.84

40) for cold water including fittings as approved by Engineer In Charge. Pipe shall

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

concelled as directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all materials.

90 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 150.00 Rmt 72.65

40) for cold water including fittings as approved by Engineer In Charge. Pipe shall

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

concelled as directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all materials.

91 Providing, laying and jointing in true line and level 160 diametre U.P.V.C (Type B) 92.00 Rmt 834.38

conforming to IS 13592-1992 with one end plain and other end socketed with

rubber ring, & fittings conforming to ISI 14735-1999 of approved make for drainage

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

shall be fixed on wall using of PVC clamp of the size 160 mm diametre x 210 mm

length x 196 mm heigh at every 2000 mm center to center or shall be concealed in

walls as directed including necessary fittings such as bends, shoes etc. including

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

of all materials.

92 Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B) 224.00 Rmt 857.65

conforming to IS 13592-1992 with one end plain and other end socketed with

rubber ring, & fittings conforming to ISI 14735-1999 of approved make for drainage

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

shall be fixed on wall using of PVC clamp of the size 110 mm diametre x 149 mm

length x 145 mm heigh at every 2000 mm center to center or shall be concealed in

walls as directed including necessary fittings such as bends, shoes etc. including

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

of all materials.

93 Providing, laying and jointing in true line and level 75 mm dia. UPVC SWRType B 72.00 Rmt 798.91

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

rubbering and fitting conforming to ISI 14735-1999 of approved make for drainage

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

shall be fixed on wall using of PVC clamp at every 2000 mm c/c or shall be conceled

in walss as directed including necessary fittings such as bends, shoes etc. including

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

of all materials.

94 Providing and fixing in PVC SWR cowel went 75mm dia to pipes.(B) 75mm dia. 6.00 No 16.16

95 Providing and fixing in PVC SWR cowel went 110mm dia to pipes.(B) 110mm dia. 24.00 No 29.29

96 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter 48.00 No 585.37

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.

97 Provision and fixing water closet squatting orissa type W.C. pan size 580mm 8.00 No 1838.20

integral footrest and 100 mm P or S trap and in cluding 25 mm dia CP brass flush

valve and GI inlet connection etc. comp. (A) Vitreous china long pattern white or

98 Providing and fixing brass screw down stop tap.(A) 15mm dia. 50.00 No 205.83

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

100 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 28.00 No 1649.22

brackets painted white including Rubber plug, sutting holes and making good the

same but excluding fittings and also including rate of C.P. brass waste for

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

32mm dia.; (A) Vitreous China:(ii) Flat Back washbasin 550 mm x v 400mm size. (i)

In white colour.

101 Providing and fixing 600mm x 450mm bevelled edge mirrror of superior glass 32.00 No 852.76

mounted on 6mm thick A.C. sheet or plywood sheet and fixing to wooden pluge with

C.P. brass screws and washers.

102 Providing and fixing C.P. brass towel rail comlete with C.P. brass brackets fixed to 32.00 No 616.42

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

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

bib tap polished bright. (i) 20mm dia.

104 Providing and fixing pillar tap, capstan head, screw down high pressure with 28.00 No 308.73

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

105 Providing laying (to level or slopes) and jointing reinforced concrete Light duty non- 340.00 Rmt 673.59

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. (D)

106 Providing and laying (two level or slopes) and jointing with stiff mixture of Cement 570.00 Rmt 522.18

Mortar in proportion 1:1, Salt glazed stone ware pipes of pipes 150mm laying lime

concrete 1:2:4 (1-Lime putty :2-Fine samd : 4-Graded brick aggregates 40mm

nominal size) bedding for stoneware pipes of following internal diameters with

necessary formwork and curing complete.

107 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and 14.00 No 1246.92

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

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

108 Constructing brick masonry chamber for underground C.I. Inspection chamber and 26.00 No 3223.92

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

109 Constructing brick masonry chamber for underground C.I. Inspection C.I. Inspection 16.00 No 3933.95

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.

110 Constructing brick masonry chamber for underground C.I. Inspection chamber and 10.00 Each 242.39

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

Extra over items for every additional depth of 0.1M. of part thereof beyond 450mm

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

111 Constructing brick masonry chamber for underground C.I. Inspection C.I. Inspection 10.00 Each 264.86

chamber and bends with briocks having croshing strength not less than 35Kg. Cm2

in C.M. 1:5 precast RCC cover 500mmx 700mm intenal dimensions with frame

(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate

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

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

concrete etc. complete (i) Inside dimensions 500mmx 700mm and 450mm deep for

single pipe line.

Extra over items for every additional depth of 0.1M. of part thereof beyond 450mm

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

112 Providing and fixing GI Ladder of required pattern with GI flats(30x3mm) or round 900.00 Kg 95.95

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

113 Providing, fixing and construction of sandwich type 18 mm thick One Side polished 18.00 Sqmt 6715.49

Granite Stone of uniform size and colour for kitchen/pantry/countr/

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

necessary cement mortar bedding in cement mortar 1:2 of required thickness.

Granite Stone shall be fixed over 25 mm thick Polished Kota bottom, cement joints

and pointing as specified with necessary making of edges, polishing curing daily

mopping with water and kerosene as directed for atleast 15 days or upto the

satisfaction of engineer-in-charge.

114 Providing and fixing 25 mm thick polished kota stone Shalve with full round edge 18.00 Sqmt 667.61

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

including both exposed edges cut and Smooth Finished as directed by engineering

in charge etc. complete.

115 Providing and fixing Kitchen platform trolley having three drawers of SS (IS 304) of 18.00 Sqmt 12664.39

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

116 Providing & fixing 25mm thick cupboards of plywood shutter including fixing 19 193.00 Sqmt 3463.29

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

Wood frame 50 mm x 50 mm size as directed etc. complete including necessary

both side lamination 1 mm thick outer side & 0.80mm thick inner side fixing by

necessary SS hinges, handles, magnet, stoppers, etc. as directed including fevicol,

and other hardware material required. Plywood and all fixture shall be of ISI quality

and as approved by engineer-in-charge including cost of teak wood beading, one

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

117 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white including 8.00 Nos 9736.40

cutting holes in walls and making good the same but excluding fittings. © Vitreous

China Sink.(i) 400x550 size

118 Providing and fixing in position 300 mm high, 150 mm wide English letters made 100.00 No 707.00

from 1.0 mm thick stainless steel sheet as directed by Engineer in charge with all

necessary tools & plants etc. complete.

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

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

& plants etc. complete.

120 Providing and fixing MS squire hollow pipe Section 75 x 50 x 5mm section 15.00 Sqmt 2118.98

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

horizontally/vertical with priming coat and two coat enamel paint including all

material , laboure charges and accessories as per requirement as directed by

Engineer-in-charge etc. complete.

121 Providing and fixing acrylic multilingual Braille (raised dots) DIRECTIONAL 80.00 Nos 2041.72

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

122 Box cutting the road surface to proper slope and camber for making a base for road 787.00 Cum. 106.65

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

as directed upto 50Mt.lead.

123 Filling in plinth with sand under floors including watering ramming, consolidating 96.39 Cum. 317.14

and dressing complete for road work

124 Construction of granular sub-base 150 mm thick by providing coarse graded 182.00 Cum. 1238.28

machine crushed B.T. material satisfying MOST specification of grading I (B.T. stone

aggregate 53 mm to 26.5 mm 35 %, 26.5 to 4.75 mm - 45 % and 2.36 mm below -

% )including spreading in uniform layer with motor grader on prepared surface,

mixing by mix in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

125 Providing and laying wet mix macadam base course 200- 250 mm thick using 193.00 Cum. 1410.97

machine crushed B.T. chips as per required gradation mixing with required

optimum quantity of water, conveying the mix to site of work, spreading in to grade

and camber with mechanical paver and consolidation each layer with vibratory

roller including cost of material labour plant and equipment etc. complete.

126 Compaction and finishing of cement concrete road by trimix M.250 process 964.00 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

127 Providing and Laying homoginious Grey cement based concrete kerbing of size 30 356.00 Rmt 370.68

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.

128 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not less 2.00 Nos 958.17

129 Providing & erecting open well horizontal mono block pump set with cast iron 2.00 Nos 36107.50

body, complete for three phase submersible motor having [H]For 15 H.P,3 phase

open well horizontal mono block pump set suitable for 1600 LPM to 1025 LPM @

33 to 42 MTR head suitable for 65/80 mm dia delivery pipe

130 Supplying & erecting approvedmake 3 phase motor control cubicalpanel (Star- 2.00 Nos 19695.00

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- 3/23duty) main fuses,single phasing preventer cum water

level, Guard(Compe unit), Toggle switch to by pass Single phase preventercum

WLG,indicating lamps forR-Y-Bphases, over load relay.Automatic water level

controller, Ammeter &Voltmeter each with two way selector switch incoming wires

duty socket 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 &cntractors ofL&T,Siemens or Cuttler Hamer

make only.Panel to be erected on angle iron frame ground on wall (e)S/D upto

131 Providing and fixing rolling shutters of approved make made of 80 mm wide M.S 10.00 Sqmt 3554.40

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

132 Providing and fixing decorative entrance gate made out of cast iron and various 725.00 kg 165.64

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 architect.

133 Providing and fixing concertina coil fencing with punched tape concertina coil 600 200.00 Rmt 342.39

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

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.

134 Constructing providing and fabricating cattle guard using channel section frame of 6.00 sqmt 5227.76

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.

135 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure 240.00 Rmt 339.05

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

136 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure 100.00 Rmt 696.90

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

137 Providing junction for rain water juncton chamber of size 0.60x0.60x0.75m with 16.00 No 9101.11

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

kg as per directed by Engineer-in-charge

138 Providing Filter chamber of Brick work in C:M 1:6 of size 2.06mx1.20m x1.20m & 4.00 No 16933.66

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

139 Providing Recharging pit of size 2.0m Dia.& 2.0m depth of water logging with 2.00 No 15502.49

excavation filling the pit with gravel & sand in layers including making 300mm dia

bore depth of 4.5mt & above concrete with kapchi in layers (25-40mm & 10-20mm)

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

140 Drilling pilot borehole of size 250/300 mm at above site by mud flush direct rotery 100.00 Rmt 853.25

141 Reaming of 250/300 mm dia.Pilot borehole to size 550 mm dia. Incliding 15.00 Rmt 527.95

assembling ,lowering housing ,casing strainerpipers with gravel packing and

clayball packing etc.

142 Development of cach water bearingzone coming across the full depth of tubewell by 1.00 Job 13212.90

lowering 100 mm dia.Droplineand 32 mm dia airline for each water bearing Zone

with suitabale capacity air compressar up to avilability of sand free discharge.

143 900 CFM /200 PSI capacity air compressar upto the availability of sand free 1.00 Job 27206.17

discharge for upto 250 mtrs

144 Supply of M.S. E.R.W. plain end medium duty pipe confirming to IS 4270/2001 with 100.00 Rmt 2440.64

latest amendments Of size 250 mm dia (minmum thicknes of 7.1 mm)

145 Screen Slotting of MS ERW balnce pipe with size of slot 6.75 cm X 6.35 cm X 3.12 200.00 slots 0.22

mm for 250 mm dia pipe

146 Supply of miscellenious bore material suitable to 250 mm dia pipes as following (A) 1.00 Pair 1912.70

MS Bore clamps made from M.S. plate with 3 holes on either side with nuts & bolts

of std make of size 900X100X16 mm flat suitable for 250 mm dia pipe.

147 Supply of miscellenious bore material suitable to 250 mm dia pipes as following (B) 1.00 No 1385.64

MS Bore Plug having 100mm height made from M.S. plate with 3 holes at equal

distance on circumferrence for nut-bolts type, locking arrrangement with nuts-

bolts & lock nuts of std make complete from 5 mm thick M.S. plate suitable for

250mm dia pipe.

148 Supply of miscellenious bore material suitable to 250 mm dia pipes as following (C) 1.00 No 999.90

MS Bail Plug having length 0.45 mtr from medium class pipe as per I.S. suitable for

250 mm dia pipe.

149 Supply of miscellenious bore material suitable to 250 mm dia pipes as following (D) 168.00 NO 86.21

Steel bent plate suitable for ERW pipe for 250mm dia (size:200 X 150X6 mm)

150 Supply of GRAVEL OF selected size 4 mm to 6mm 40.00 Cum 2020.24

151 Electrologging of Pilot bore hole with carting. 1.00 Job 10665.60

152 Geohydrological ground water investigation including vehicle charges for three 1.00 No 14220.80

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

153 Providing, supplying and commissioning ISI mark CI D/F Reflux Valves of following 1.00 No 4753.30

class and diameter including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to departmental stores

stacking etc. complete. Reflux valves PN 1 IS 5312 with ISI mark size: 100 mm

154 Providing and laying in trenches galvanised mild steel tubes (Midium grade) of the 100.00 Rmt 921.68

following nominal bore, and tube fitting (Earthwork in trenches to be measured

and paid for separately (H) 80mm

155 Constructing brick masonry chamber for underground C.I. Inspection chamber and 6.00 No. 7180.44

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.

156 Clearing and grubbing road land including uprooting rank vegetation grass 0.04 Hect. 28455.00

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By mechanical means in area of

157 Earthwork for embankment including breaking clods, dressing with all lead and lift 1580.00 Cumt 165.25

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

158 Rolling of earthwork in layers with power roller including filling in depressions 1580.00 Cumt 22.89

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

159 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) 138.00 Pt. 485.81

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

160 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) 16.00 Pt. 242.91

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

For point wiring in bathroom and W/C and washbasin

161 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are 36.00 Pt. 674.68

of .ISI marked 1.1 KV Grade FRLS PVC insulated multi strand copper wires up to

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

162 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin socket 32.00 Pt. 257.55

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

163 Providing following type of Modular Type Accessories mounted with PVC / 40.00 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

164 Providing following type of Modular Type Accessories mounted with PVC / 40.00 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. (2) One No 5 pin plug Cat.III

165 Providing following type of Modular Type Accessories mounted with PVC / 8.00 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

166 Providing following type of Modular Type Accessories mounted with PVC / 60.00 Nos 180.79

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

167 Providing following type of Modular Type Accessories mounted with PVC / 56.00 Nos 199.98

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

168 Providing following type of Modular Type Accessories mounted with PVC / 12.00 Nos 316.13

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. (21) Foot Light as per colour requirement

with concealed box, modular accessories, acrylic glass cover with suitable LED watt

with all accessories as per following module (a) Two modules Cat-III

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

complete to be erected on/in wall or ceiling erected with necessary PVC fittings &

Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in

approved manner as directed (a)20 mm

170 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked 1800.00 Mtr. 82.82

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

171 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked 1600.00 Mtr. 112.11

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

172 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked 390.00 Mtr. 147.46

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 (b) 2 wire 6 sq. mm

173 Providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi 30.00 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

174 Providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi 40.00 Mtr. 91.91

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. (f) One wire 10.00 sq. mm

175 Providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi 40.00 Mtr. 142.41

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. (g) One wire 16.00 sq. mm

176 Providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi 10.00 Mtr. 236.34

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. (h) One wire 25.00 sq. mm

177 Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv grade 90.00 Mtr. 46.46

ISI marked copper wires of following size to be erected as directed. (e) 1.50 Sq.mm

3 core round PVC sheathed

178 Providing & Erecting approved make following size of TV Co-axial flexible cable 200.00 Mtr. 39.39

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

179 Providing & erecting Switch board for Computer or electric apparatus consisting of 8.00 Nos. 1133.22

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.

3 nos. 6A Switch

3 nos. 6A 5 pin Plug

For Modular Type Accessories

180 Decorative call bell Ting-tong box type 250 volts complete erected 8.00 Nos. 71.71

181 Supply of Fibreglass Platform Step (A Type) Ladder - 8 FT having following 1.00 Nos. 23726.92

specifications :

It should have large fully serrated

platform 15” wide 20” deep which locks ladder, Aluminium feet with thick rubber

tread, top rail guard to serve as a railing, two pairs of gusset support at the bottom

step and All gussets are heavy duty steel. Capacity : 300 lbs. Step Width : 3’

Approx. spread : 62” Width : 29.5” Approx. Wt. : 22 Kg Approx. Cube :

182 Supply of Fibreglass Platform Step (A Type) Ladder - 15 FT having following 1.00 Nos. 31636.23

specifications :

It should have large fully serrated

platform 15” wide 20” deep which locks ladder , Aluminium feet with thick rubber

tread, top rail guard to serve as a railing, two pairs of gusset support at the bottom

step and All gussets are heavy duty steel. Capacity : 300 lbs

183 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 60.00 Nos. 373.70

Watt assembled on single MCPCB, with housing used as a heat sink shall be made of

thick sheet Steel conforming to IS: 513/ CRCA/ aluminium die cast powder coated

and high U.V. & corrosion resistance with diffuser with company mark/name 160V

to 270V, Power Factor more than 0.95, THD < 15%, CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/ watt, LED 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 Cat.III

184 Supplying and erecting led lamps with following wattage capacity of 220 to 240 62.00 Nos. 69.69

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 (i) 2 to 3 watts Cat.III

185 Supplying and erecting LED street light / Flood light fittings with High power White 18.00 Nos. 4997.48

LEDs wattage of 3 Watt and above assembled on single MCPCB, efficiency more

than 130 lm/w and corrosion free High pressure die cast aluminum housing with

smooth finish powder coated and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened glass with company mark/name

engraved or embossed 160 to 270 V,Power Factor more than 0.95, THD < 10 %, CCT

3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt .

LED driver efficiency > 85 %. (fittings required LM-79 & LM-80 certificates)(NOTE:

Below description have shown ranges of Wattage capacity of LED fittings.The

Engineer incharge 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

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

aluminum canopy fixed with opal polycarbonate, pipe arrangement for vertical

mounting driver and accessories wired upto terminal block.IP 65 (ii)32-40W Cat.III

187 Providing and erecting Approved make Four pole moulded case circuit breaker 3.00 Nos. 6173.12

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

188 Providing and erecting Approved make Four pole moulded case circuit breaker 1.00 Nos. 8055.76

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 III

189 Providing and erecting Approved make Four pole moulded case circuit breaker 1.00 Nos. 8861.33

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 III (With Enclsoure)

190 Providing and erecting Approved make Four pole moulded case circuit breaker 4.00 Nos. 16221.61

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

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

191 Providing and erecting Approved make Earth fault Relay suitable to mount with 2.00 Nos. 4983.34

inter connection suitable to following size of moulded case circuit breaker having

CT ratio & MCCB rating as following along with shunt trip 220V AC. with all internal

connections & complete erected in existing M.S.housing.. (2) 125 A -200 A , CT

192 Supplying and erecting triple pole & neutral 440V /500V panel mounting Copper 1.00 Rmt 1961.42

Busbars with four equal Nos. of electrolyte bus having current density not more

than 1.6 Amp. / sq.mm (Rated current /cross section area) duly wrapped with

colour insulating tape for phase sequence of following current carrying capacity,

erected with necessary bus bar supports /insulators, main cable socket to each bar,

erected in existing cubical panel with necessary connections. (A) Suitable for

193 Supplying and erecting triple pole & neutral 440V /500V panel mounting Copper 2.00 Rmt 3202.71

Busbars with four equal Nos. of electrolyte bus having current density not more

than 1.6 Amp. / sq.mm (Rated current /cross section area) duly wrapped with

colour insulating tape for phase sequence of following current carrying capacity,

erected with necessary bus bar supports /insulators, main cable socket to each bar,

erected in existing cubical panel with necessary connections. (B) Suitable for

194 Providing and erecting Miniature circuit breaker single pole 0.5A to 2A system and 20.00 Nos. 270.68

having breaking capacity 10 KA to be erected in existing box. confirming to IS

8828/1996 with ISI Mark Cat.III

195 Providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to 100.00 Nos. 112.11

operate on 240 V A.C. system and having breaking capacity 10 KA to be erected in

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

196 Providing & erecting 240 V MCB double pole switch for motor & inductive load (C 24.00 Nos. 330.27

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

having following capacity (B) 40 Amp. Cat.III

197 Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) 6.00 Nos. 668.62

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

following capacity (b)40 Amp. Cat.III

198 Sheets steel powder coated enclosure suitable for incorporating One/Two nos. 12.00 Nos. 176.75

199 Providing and erecting Sheet Steel powder coated MCB distribution board - flush / 2.00 Nos. 355.52

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 (a) single door (IP-30)

200 Providing and erecting Sheet Steel powder coated MCB distribution board - flush / 10.00 Nos. 1492.78

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

201 Providing and erecting Approved make RCCBs conforming to IS: 12640 and having 10.00 Nos. 2235.13

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 (ii) 40Amps. DP Cat. III

202 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 120.00 Kg. 794.87

203 Providing and erecting Pipe type earthing having 150 cms.long and 2.5 cms. dia. 20.00 Nos. 368.65

galvanised iron pipe with coupling and buch buried in specially prepared earth pit

complete with necessary 8 SWG earth wire.

204 For using salt and charcoal / coke as required for pipe type earthing. 20.00 Nos. 171.70

205 Supplying & erecting earth pit of minimum bore dia.150mm size approved make 6.00 Nos. 4591.46

Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of

corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200

Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising,

connection terminal dia of 12mm with constant ohmic value surrounded by highly

conductive compound with high charge dissipation suitable for following type of

applications with chamber and heavy duty cover. (A)(approved make OEM has to

submit test certificate including value of earth resistance of installation duly

stamped and signed by agency and officer Incharge has to ensure the value of

earthing resistane mentioned in test Certificate) & having back filling compound of

(B) Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter testing as per

IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar content:-

<2%(C) Back fill Compound :- Earthing compound should be capable to retain

moisture for long time Necessary test report must be submitted by Agency. (a) For

Electrical Installation up to 440V in normal soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

206 Providing & erecting weather proof, dust & vermin proof, floor mounted front 7.00 Smt. 10468.65

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

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

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

necessary accesories, supporting angles/ flats channel including cutting, bending,

drilling, welding, riveting with internal partitions & cable alley as per requirements

& instruction of engineer-in-charge with erection of supplied switch gears,

BUSBARS, suitable size of inter connecting PVC copper wire / copper-aluminium

strips, rubber grommets, rib, bakelite control fuses/MCB for measuring

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

nos. of hinged doors, handles with locking arrangement and rubber gasket,heavy

duty end terminal connection,danger notice board, necessary ventilation, earthing

strip complete. The Panel shall be painted with epoxy powder coating. (The rates

excludes the cost of switchgears, bus bars, inter connecting mains & Copper

Aluminium strips, meters, Fuses etc. The dimension shall be measured excluding

base beams) The panel shall be supplied with following approved manufacturers

with following size. (A) locally fabricated panel board (i) with 350 mm depth

207 Providing, erecting, fabricating the M.S. structure as per requirement on site 30.00 Kg. 77.77

incorporating proper size of M.S. angles,square,round, flats, bars, channels, sections

complete with cutting, welding, grinding & finishing duly painted with one coat of

red oxide with erection on site as per direction of engineer in charge with

necessary grouting, cementing, plastering & finishing complete.

208 Providing and erecting XLPE (IS:7098) (I)-88 ISI armoured cable Aluminium 20.00 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

209 Providing and erecting XLPE (IS:7098) (I)-88 ISI armoured cable multistrand 120.00 Mtr 378.75

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

existing trench / pipe of following size of cables (D) 3 1/2 core 70 Sq. mm ( 35 Sq.

210 Providing and erecting XLPE (IS:7098) (I)-88 ISI armoured cable multistrand 320.00 Mtr. 490.86

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

existing trench / pipe of following size of cables (E) 3 1/2 core 95 Sq. mm ( 50 Sq.

211 Providing and erecting XLPE (IS:7098) (I)-88 ISI armoured cable multistrand / Solid 400.00 Mtr. 126.25

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. mm

212 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand 30.00 Mtr. 190.89

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 25 Sq. mm

213 Making trench in soft soil of suitable width of 90 cm deep for laying cable or 924.00 Mtr. 55.55

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

as normal ground.

214 Providing & laying approved make Double walled corrugated pipes (DWC) of 924.00 Mtr. 62.62

polyethylene (conforming to IS 14930 II) with necessary connecting accessories of

same material at required depth in existing trench for laying of cable. below

ground / road surface for enclosing cable (A)50 mm outer dia

215 Providing & laying. R.C.C. Hume pipe for cable to be laid 90 cm. below ground across 100.00 Mtr. 343.40

the road crossing or on floor with necessary material in an approved manner and

making the ground as per original. (C) 300 mm dia

216 Providing and, fixing heavy duty flange type brass cable gland with rubber ring for 32.00 Nos. 38.38

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

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

217 Providing and, fixing heavy duty flange type brass double compression type cable 4.00 Nos. 131.30

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

tails, insulating tape etc for following size of cables. (D) 3 & 1/2 core 95 Sq. mm

218 Solder less crimping type Aluminium lugs conforming to IS suitable for cable of 128.00 Nos. 6.06

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

terminals with brass/ cadmium plated nut bolts in an approved manner. (A) 1.5/

219 Solder less crimping type Aluminium lugs conforming to IS suitable for cable of 16.00 Nos. 40.40

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

terminals with brass/ cadmium plated nut bolts in an approved manner. (F)

220 Providing and fixing approved make Ladder type cable tray. Made from M.S sheet. 1.00 Mtr. 309.06

The cable tray should be bended as per IS 2062/1079 shall be fabricated of double

bended channel section longitudinal members with single bended Channel section.

Rungs of members welded to the base of the longitudinal members at 250 mm c/c

spacing . as per IS and shall be coated with hot dip galvanizing as per IS 2629/4759.

with coupler plate / Fish plate and GI hardware like nut - bolt and washers etc.

erected on existing support as per Specification and as per instruction of engineer

in charge.. (3) 300 X 50 X 2.0 mm Thick

221 Providing and erecting Approved make Ceiling fan with double ball bearing ISI 36.00 Nos. 1596.81

mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep complete, canopy erected

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

222 Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe down rod 36.00 Mtr. 108.07

erected duly painted for fan complete with proper insulation without leakage and

223 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the RCC 36.00 Nos. 108.07

bars up to 50mm length each side and pierced through a 16 Gauge M.S. box / Heavy

Duty PVC box complete erected concealed in Ceiling with necessary finishing.

224 Supply of approved make FRP Pole having following specifications: FRP Light Pole 16.00 Nos. 11719.03

made by CNC filament winding machine using thermoset resin polyester/epoxy

resin system) having minimum 62% glass content. The pole should be in one piece

and tapered round in shape, having smooth finish and should be totally free from

corrosion as well as non conductive & shock proof Pole should be provided with

225 Supplying & erecting approved make SMC press moulded composite FRP. loop-in, 2.00 Nos. 476.72

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]

226 Supplying and erecting Street light pole bracket comprising main B Class GI pipe of 10.00 Nos. 491.87

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

227 Supplying and erecting Street light pole bracket comprising main B Class GI pipe of 4.00 Nos. 569.64

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.[B] Double Arm

Bracket 0.5 Mtr

228 Supplying & erecting IP 55 grade following size section pillar fabricated from joint 1.00 Nos. 3595.60

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.

229 Supplying & erecting approved make IP 55 grade Company fabricated Timer Panel 1.00 Nos. 13350.18

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

230 Supplying and erecting approved make panel mounting type Digital Voltmeter 2.00 Nos. 1275.63

having 3 digits LED display, 0 to 750 AC Volts range erected on existing panel

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

231 Supplying and erecting approved make panel mounting type Digital Ammeter 2.00 Nos. 1558.43

having 3 digits LED display, external CT operated, calibrated for 0 to 1000 Amps

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

connection, wiring etc .with manufacturers calibration certificate.

232 Supplying and erecting Ammeter / Voltmeter selector switch for 3 phase AC Supply 4.00 Nos. 317.14

500 V on existing panel board with necessary connections.

233 Providing & erecting L.T. Current Transformer with bar primary 50/5 to 1000/5 6.00 Nos. 274.72

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

materials connected to the meter

234 Supplying and erecting approved make suitable panel indicator LED type lamp, lens 6.00 Nos. 43.43

cover, complete erected with necessary connections.

235 Supplying & erecting carbon dioxide (CO2) fire extinguisher user of following 2.00 Nos. 8671.86

capacity with necessary clamps made from 50 x 6 mm M.S. Flat with nut & bolts

grouted in wall complete. [B] For 5.5 / 6.5 KG Capacity

236 SITC of Vertical Air Termination Solid aluminium with Base- 10 mm dia and 1000 4.00 Nos. 9416.23

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 2017 protocol with MAST

34mm dia 3000 mm long- Cold Galvanized

237 SITC of 8 mm dia solid Aluminium Conductor for roof top mesh grid and tested as 80.00 Mtr 299.97

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

238 SITC of 10 mm MS Round Solid Conductor having smooth surface Should be tested 80.00 Mtr 728.21

and use exclusively for lightning protection (Vertical Riser/Down Conductor which

shall be concealed in Column OR Flushed on) to meet the requirement of IS IEC

62305 With Accessories - Earthing stud of dimension SS-75mm OD plate with

10mm dia tail connector used in structural steel ring earthing system to meet the

requirements of IS/IEC 62305. (For Interconnecting the Column and the Terrace

AL Conductor / Strip/Flat), SS Cross Connector to connect Earth fixing point to

vertical raiser/Down conductor, SS Straight Splicer at every 4 Mtr to connect MS

conductor in column, Bonding /Rebar Clamp at every 3 mtr suitable for

interconnecting round conductor with reinforcement inside the concrete for

structural earthing system, SS connector -To connect external conductor 8- 10 mm

with earth fixing point. All Accessories should be tested as per IEC 62561-1

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

239 SITC of Galvanized Steel Flat 25x6 mm thickness from earth electrode directly in 20.00 Mtr 154.53

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.

240 SITC of 14.2 mm dia 3 mtr long Earth electrode of High tensile steel electrode with 8.00 Per Set 5992.33

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 (height). ENERGY AUDIT & SAFETY AUDIT

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

Amount of my /our

Tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment

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

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

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement

4 consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

5 GST will be paid Extra as per Govt. amendment

Executive Engineer

Tapi ( R & B ) Division