Construction of New Staff Quarters of Cat-D1 (15 Unit) & Cat-D (17 unit) for District Panchayat Chhotaudepur, Dist. Chhotaudepur under C.D.P. - 3

Name of Work : Construction of New Staff Quarters of Cat-D1 (15 Unit) & Cat-D (17 unit) for District

Panchayat Chhotaudepur, Dist. Chhotaudepur under C.D.P. -

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to book of

No. specifications) Quantity Unit Rate Amount

1 Excavation for foundation up to 1.50 MT depth including sorting out and stacking of

useful materials and disposing the excavated stuff up to 50 mt lead (A) Loose & soft 2050.00 Cu.M 125.86

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

and stacking of useful materials and disposing off the excavated stuff upto 50 1670.00 Cu.M 139.54

Meter lead. (A) Loose & soft soil

3 Filling available excavated Earth (Excluding Rock ) in trench plinth side of foundation

etc. in layer not excluding 20 cm in depth consolidation each deposited layer by 2925.00 Cu.M 137.47

ramming and watering etc. complete

4 Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

thickness including watering, ramming and consolidating etc. complete. 1420.00 Cu.M 304.60

5 Providing and laying cement concrete 1:4:8 (1cement : 4 coarse sand : 8 B.T. stone

aggregates 40 mm. nominal size) and curing complete excluding cost of from work in 280.00 Cu.M 2868.40

:(a) Foundation and plinth

6 Providing and laying controlled cement concrete M150 for curing complete including

cost of formwork but excluding the cost of reinforcement for reinforced concrete 425.00 Cu.M 3885.18

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

7 Providing and laying controlled cement concrete M250 for curing complete including

cost of formwork but excluding the cost of reinforcement for reinforced concrete 725.00 Cu.M 4552.07

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

8 Providing and laying controlled cement concrete M250 and curing complete

including the cost of form work but excluding the cost of reinforcement for 79.00 Cu.M 7928.64

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

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

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

reinforced concrete work in Columns, pillars, posts and struts up to floor two level 310.00 Cu.M 8016.37

for Columns For All Floors.

10 Providing and laying controlled cement concrete M250 and curing complete

including the cost of form work but excluding the cost of reinforcement for 135.00 Cu.M 6018.59

reinforced concrete work For Plinth Beams

11 Providing and laying controlled cement concrete M200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 789.00 Cu.M 5042.11

reinforced concrete work in BEAMS For All Floor.

12 Providing and laying controlled cement concrete M200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 756.00 Cum 5176.95

reinforced concrete work for Slab All floors

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

including the cost of form work but excluding the cost of reinforcement for 96.00 Cu.M 7612.42

reinforced concrete work For Lintels & Sill Level in All Floors

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

including the cost of form work but excluding the cost of reinforcement for 21.00 Cu.M 6491.22

reinforced concrete work For Chajja in All Floors

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

including the cost of form work but excluding the cost of reinforcement for 60.00 Cum 8555.71

reinforced concrete work in STAIR CASES for All floor

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

including the cost of form work but excluding the cost of reinforcement for 160.00 Cum 9067.78

reinforced concrete work in Vertical Walls for All Floor

17 Providing TMT bar reinforcement of Fe-500D for R.C.C. work including bending

binding and placing in position complete for All Floor 442078.00 Kg. 79.51

18 Proving & Fixing Chicken mesh for joint between brick work & RCC work fixing with

nail & GI washer as per director in Charge 1080.00 Sq.M 74.74

19 Brick Work using Common Burnt Clay Building Bricks having crushing strength not

less than 35 Kg/sm. in super structure Above plinth level up to floor two level in 1538.00 Cu.M 4662.62

cement mortar (1:6) ( 1 cement : 6 fine sand) (Conventional) For All Floors

20 Half brick masonry in common brunt clay building bricks having crushing strength

not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in 2400.00 Sq.M 697.91

super structure above plinth up to floor two level Conventional Bricks for All

21 Providing throating or plaster drip and moulding to R.C.C. chhajja by making 5mm to

15 mm wide groove as per design etc. complete 155.00 Rmt 44.07

22 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single

or half brick walls for interior plastering all floor level and finished even and smooth 12060.00 Sq.M 226.14

in (ii) Cement mortar 1:4 (1-cement :4-sand)

23 Providing 10mm thick cement plaster (mala troweled finish) in single coat on

Celling,& Soffits of Stair, concrete wall for interior plastering finished even and 9230.00 Sq.M 223.21

smooth in (ii) cement mortar 1:3 (1 Cement : 3 Sand) For ALL Floors

24 20 mm thick Sand faced Gutka cement plaster with 1x1 cm grooves as suggested by

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

sand ) and 8 mm thick finishing coat of C.M. 1:1 ( 1 cement : 1 coarse sand) for all 6214.00 Sq.M 359.00

heights as directed etc. complete.

25 Providing Water proofing Treatment on Sunk Slab including cement concrete 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 750.00 Sq.M 373.70

Prepare slope including water proofing chemical etc. Complete for Sunk Slab All

26 Providing and fixing G.I. Rain water spout of 50mm dia. and 30cm. Length for Sunk

Slab or as directed by Engineer in Charge etc complete. 10.00 No 101.91

27 Applying two coats of Birla or Asian (or equivalent) acrylic lapy ( putty) & 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 21458.00 Sq.M 40.59

other foreign matter and sand papered smooth.

28 Wall painting (three coats) of plastic paint with one wall highlight in special effect

(royal play) colour, shade and colour of approved brand and manufacture on

undecorated wall surface to give an even shade including throughly brushing the 12060.00 Sq.M 128.38

surface free from mortar droppings and other foreign matter and sand papered

29 Wall painting (three coats) with plastic emulsion paint of approved brand and

manufacture on ceiling and soffits of slab surface to give an even shade including

throughly brushing the surface free from mortar droppings and other foreign matter 9230.00 Sq.M 90.48

and sand papered smooth.

30 Finishing wall with weather proof exterior emulsion paint on wall surface (two coats)

to give an required shape even shade after thoroughly brushing the surface to 6211.00 Sq.M 122.14

remove all dirt, and remains of loose powdered materials.etc complete

31 Providing and laying 60 x 60 Cm Double Charged vitrified 10 mm thick Tiles in flooring

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

surface or fixing on existing flooring by adhesive material including dismentaling of 2050.00 Sq.M 1663.47

existing flooring and jointed with color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for light shade

32 Providing and laying Double Charged vitrified 10 mm thick tile Tiles in skirting, risers

of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and 230.00 Sq.M 1212.00

pointing in white cement with white cement slurry

33 Providing and laying 60 x 60 Cm Glazed vitrified (GVT) 10 mm thick Tiles in flooring

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

surface or fixing on existing flooring by adhesive material including dismentaling of 380.00 Sq.M 1688.72

existing flooring and jointed with color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for Dark shade

34 Providing and laying Glazed vitrified (GVT) vitrified 10 mm thick tile Tiles in skirting,

risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse 40.00 Sq.M 1237.25

sand) and pointing in white cement with white cement slurry

35 Providing and laying Readymade Full Body Viitrified Tiles 8 to 10 mm thick , in skrting

risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse 175.00 Sq.M 1262.50

sand) and jointed with white cement slurry

36 Providing and fixing machine cut, free edges, pre mirror polished Grenite marble

stone slab 18 mm thick (single piece not less than 150 cm ) for vertical

wall/Doors/Windows Sill,Jams for cladding as per design including full moulded

round inside edge and laid on 10 mm thick cement mortar 1:3 ( 1 cement: 3 coarse

sand) jointed with grey cement slurry including rubbing and polishing finishing etc.

37 Providing and fixing 60 x60 CM Machine cut, mirror polished Blue Kotah stone slab

flooring 25 mm thick laid on 20 mm thick cement mortar 1:6 ( 1 cement:6 coarse

sand) jointed with matching pigment & cement slurry including rubbing and polishing 136.00 Sq.M 1189.78

finishing etc. complete.

38 Providing and fixing Machine cut & Polished kota stone in 7.5 CM width Strip flooring

for Ramp even grade over 20mm (Average) thick base of cement mortar 1:6 (1-

cement : 6-coarse sand) laid over and jointed with grey cement slurry mixed with 19.00 Sq.M 1154.43

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

39 Providing and laying coloured matt Porcelain tiles of the size 300 mm x 300 mm in

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

cement:3-coarse sand)finishing with flush pointing in white cement etc. complete. 215.00 Sq.M 1363.50

Colour and Shade approved by Engineer-In-Charge

40 P & L Colour Digital Printed glazed Ceramic tiles size 60 x 30 cm 6 mm thick in

skirting risers of steps and dedo on 10 mm thick cement plaster 1:3 (1- 2290.00 Sq.M 1070.50

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

41 Providing and laying water proofing treatment with china mosaic tiles flooring over

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

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.

42 Constructing Sandwich Platform of 18 mm thick Polished Black or selected Granite

at top and 25 mm thick Kota stone slab With 75CM height with necessary Support

using 20mm thick cement mortar 1:3 for sandwich and fitting at bottom & edges

with waterproof rigid adhesives including making necessary grooves in walls with

Vertical support of double Kota stone sandwich every 60 cm centre to centre 270.00 Sq.M 3306.74

including all labour material of approved quality including full moulded round front

edge fixed in wall for partition and jointed with grey cement slurry including

rubbing and polishing etc. complete

43 Providing and fixing Single shutter 35mm Thick door solid core wooden flush shutter

conferming to IS:2202 & ISI approved manufacture, covered with 1 mm thick

laminates on each side of shutter, 6 mm thick polished teak wood beading on

periphaery, 150 mm-200 mm S.S. Handles and S.S. Fixtures & Locking Arrangement 470.00 Sq.M 5955.97

on Each shutter, fixed with 4 Nos. 150 mm High S.S. hinges Complete as directed by

Engineer in charge

44 Providing and fixing jindal E (30 mm) series Four track alluminimum window (3

shutter + 1 Mosquito net shutter) standard extureded colour anodized section with

frame having frame bottom member jindal section no:21198 @ wt. of 3.197 kg/Rmt,

frame side and top member jindal section no.:21204 @ wt. of 1.694 Kg/Rmt with

sliding shutters of single glass shutter top bottom member Jindal section no.20993 @

wt.of 0.839 Kg/Rmt & side member jindal section no. 20553 @ wt. of 0.731 Kg/Rmt & 100.00 Sq.M 5497.43

inter lock member jindal section no. 20550 @ wt. of 0.994 Kg/Rmt. with 5 mm thick

transperent plain float glass in shutter including fitting, fixtures, rubber gasket and

transperent silicon seleant as per drawing and instruction of engineer in charge etc.

completed for Window Four Track

45 Providing and fixing jindal E (30 mm) series Three track alluminimum window (2

shutter + 1 Mosquito net shutter) standard extureded colour anodized section with

frame having frame bottom member jindal section no:20928 @ wt. of 2.032 kg/Rmt,

frame side and top member jindal section no.:20837 @ wt. of 1.197 Kg/Rmt with

sliding shutters of single glass shutter top bottom member Jindal section no.20993 @

wt.of 0.839 Kg/Rmt & side member jindal section no. 20550 @ wt. of 0.994 Kg/Rmt & 50.00 Sq.M 3373.40

inter lock member jindal section no. 20549 @ wt. of 0.809 Kg/Rmt. with 5 mm thick

transperent plain float glass in shutter including fitting, fixtures, rubber gasket and

transperent silicon seleant as per drawing and instruction of engineer in charge etc.

completed for Window Three Track

46 Providing and fixing in position standared extruded approved colour anodised

aluminum vantilation with outer frame of (Jindal section No. 21458 @ wt 0.658 kg/

Rmt ) with 5 mm thick bajari figure adgesteble tinted louvers glass fixed to 40.00 Sq.M 1961.42

alluminimum strip blade including fixtures, fastening, labours and equipments as per

detailed drawing as directed. For ventilation

47 Providing and fixing kitchen platform trolley having three drawers of SS (IS 304) of

required size like partition 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 tperforated, partition

type as directed including necessary S.S. fittings, handles, nobs, telescopic channels,

etc. as directed

48 Providing and fixing 90 cm high Stainless Steel railing made from anticorrosive

grade S.S. pipe of 50 mm dia (16 gauge) as hand rail with S.S. 304 grade baluster of

32 mm dia (16 gauge) as a vertical support fixed in RCC slab / steps of stair at 1.2 Mt.

c/c including three horizontal S.S. pipes of 16 mm dia (16 Gauge) at equal distance

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

detailed drawing as directed etc. complete.

49 Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall roofing sheet fixed

with hilti screw and rubber silicon sealer and alluminium strip of size 50 x 3 mm etc 20.00 Sq.M 1441.90

complete as directed by Engineer in charge.

50 Providing erecting and fixing double coated Syntex PVC. (ISI) water tank of

required capacity each with all necessary fittings and connection etc. complete on 40000.00 Liter 3.95

51 Providing, laying and jointing in true line and level 110 diameter U.P.V.C SWR (Type

B) Pipe 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 diameter x 149 mm 720.00 Rmt 897.79

length x 145 mm height at every 2000 mm centre to centre or shall be concealed in

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

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

including cost of all materials.

52 Providing, laying and jointing in true line and level U.P.V.C. SWR Type B Pipe

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

ring, & fitting conforming to IS 14735-1999 of approved make for drainage system

pipeline, pipe shall be jointed with each other with rubber lubricant, pipe shall be

fixed on wall using PVC Clamp of the size 160mm dia x 210 mm length x 196 mm high 960.00 Rmt 834.38

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

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

and joints and jointed with adhesive solvent cement including cost of all materials (i)

53 Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe ( 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 1440.00 Rmt 195.67

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

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

54 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( 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

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

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

55 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 40)

for cold water including fittings make 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 concealed

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

fixing the same with adhesive solvent, including cost of all materials. 25mm dia

56 Providing and fixing concealed centre point to wall ceiling & floor CPVC (SDR 13.5)

Pipe having National Sanitation Foundation (NSF) seal for potable water of following

dia. Nominal bore tube fitting and clamps including making good the wall, ceiling, 120.00 Rmt. 253.82

and floor, etc. complete 25 mm dia

57 Providing and fixing concealed centre point to wall ceiling & floor CPVC (SDR 13.5)

Pipe having National Sanitation Foundation (NSF) seal for potable water of following

dia. Nominal bore tube fitting and clamps including making good the wall, ceiling,

and floor, etc. complete 15 mm dia

58 Providing and fixing Gun metal check or non-return full way wheel valve.(D) 50mm

59 Providing and fixing Gun metal check or non-return full way wheel valve.(E) 40mm

60 Providing and fixing Gun metal check or non-return full way wheel valve.(C) 25mm

61 Providing and fixing ball cock of approved. quality as directed.(A) Copper Metal (ii)

62 Providing and fixing Water Closet Squatting Pan (Indian Type W.C. Pan) size 580mm

Integral Foot Rest Type (A) Vitreous China.(I) Long pattern = White colour including

100mm size P or S trap for water closet squatting pan including jointing the trap with

the pan and soil pipe in cement Mortar 1:1 (1-Cement : 1-Fine sand) with 25mm dia. 49.00 No 1678.67

Chromium plated brass half trun flush cock of approved quality including fixing in

pipe line G.I. inlet connection for flushing W.C. Pan etc. complete.

63 Providing & fixing of first quality (ii) Flat Back washbasin 550 mm x 400mm size. (i) In

white colour. including with approved sanitary grade material with C.P waste

coupling, waste pipe, 15mm dia Pillar & Stop Cock of approved brand with 81.00 No 2147.26

connection 15mm dia flexiable pvc pipe etc. complete

64 Providing and fixing screw down bib taps of following size.(B) Brass chromium plated

screws down Bib Tap. (i) 15mm dia. 128.00 No 186.83

65 Providing and fixing brass screw down stop tap.(A) 15mm dia. make as approved by

Engineer In Charge. 81.00 No 205.83

66 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter with

jali of the following nominal diameter of self cleansing design with C.I scread down or 160.00 No 600.23

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

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

water tight C I cover with frame of 300 x 300 mm size (inside) with standard weight 64.00 No 1246.92

(i)square mouth traps (C) 150 mm x 100 mm size P or R type

68 Providing and fixing C.P. brass towel rail complete with C.P. Brass brackets fixed to

wooden plugs with C.P. Brass screws, (B) 600mm x 20 mm size 81.00 No 616.42

69 Providing and fixing 600mm x 450mm Bevelled edge glass mirror of superior glass

mounted on 6mm the A.C. sheet or plywood sheet & fixed to wooden plugs with C.P. 81.00 No 859.41

brass screws and washers.

70 Providing and fixing in position PVC cowel went to pipes.(C) 160mm dia 64.00 No 75.75

71 Providing and fixing in position PVC cowel went to pipes.(B) 110mm dia. 64.00 No 50.50

72 Providing and fixing to wall, ceiling and floor 10.0 Kg f/cm2 working pressure

polyethylene pipes of the following outside dia. Low density, complete with special

flange compression type fittings wall clamps etc. including making good the wall, 1610.00 Rmt. 339.05

ceiling and floor. (G)110 mm

73 Constructing brick masonry chamber for under ground C.I. Inspection chamber and

bends with bricks having crushing strength not less than 35 Kg/cm2 in cm. 1:5 C.I.

Cover with frame (light duty) 455 mm. X 610 mm. Internal dimensions, Total weight

of cover with frame to be not less than 38 Kgs. weight of cover 23 Kg. and wt. of

frame 15 Kg) R.C.C. top slab with 1:2:4 mix(1 cement : 2 coarse sand : 4 graded stone 120.00 No 3660.76

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

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

abed concrete etc. complete.(ii) Inside dimensions, 500 mm. x 700 mm. and 450 mm.

Deep for pipe line with one or two inlets.

74 Applying general insecticide pest control treatment to floors, cupboards etc.

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

part-III (0.075% Concentration by mass) is recommended 10.5 ml chemical dilute 1130.00 Sq.M 49.25

with 5 litters of water application 0.5 Litre chemical / Sq.M of surface is

recommended as per I.S

75 Providing and laying (Two level or slopes) and jointing with stiff mixture or cement

mortar in proportion 1:1, salt glazed stone ware pipes including testing of pipes and

joints etc. complete and Providing and laying Cement concrete 1:5:10 (1-Cement : 5-

Fine sand :10-Graded stone aggregate 40mm nominal size) bedding for stoneware 230.00 Rmt 531.19

pipes (166mm Ave. bed thickness) of following internal diameters with necessary

formwork and curing complete.(B) 150mm dia.

76 Providing and laying (Two level or slopes) and jointing with stiff mixture or cement

mortar in proportion 1:1, salt glazed stone ware pipes including testing of pipes and

joints etc. complete and Providing and laying Cement concrete 1:5:10 (1-Cement : 5-

Fine sand :10-Graded stone aggregate 40mm nominal size) bedding for stoneware 480.00 Rmt 352.74

pipes (166mm Ave. bed thickness) of following internal diameters with necessary

formwork and curing complete.(B) 110mm dia.

77 Providing and laying (to level or slope) and jointing reinforced concrete not pressure

pipes IS class NP 2 of the following internal diameter with collars and nut ends 1725.00 Rmt 678.03

prepared for collar joints including testing of joints complete 300 mm dia

78 Providing and laying in trenches jointing in true line and level 50mm dia. U.P.V.C.

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

Charge, including necessary fittings etc. including testing of pipe and joints and fixing 360.00 Rmt 195.67

the same with adhesive solvent, including cost of excavation & refilling the same

with all materials.

79 Providing and fixing Safety Grills of required pattern for windows/door using 16mm x

16 mm square M.S. polished bars, Required at required spacing as per design and

hold fast with coach bolts including one coat of primer and two coats of matt 6260.00 Kg. 116.91

finished oil painting etc. complete.

80 Providing plinth protection to building including excavation in ordinary soil and laying

cement concrete 1:4:8 using stone aggregates of 40mm nominal size in foundation

layer 0.10 mt. thick below pre-cast Rubber Dye inter locking concrete block 60mm

thick with grade of concrete M200 pneumatic compressed by mechanically pressed

and as per approved design including 75mm Sand layer for levelling and filling the

joint with sand in proper line and level etc. complete, Including Providing and fixing 300.00 Sq.M 1341.28

pre-cast concrete kerb stone of grey cement based concrete block 30cm length,30cm

height and 15cm thick of M250 grade concrete as per approved design and including

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

(1cement:3fine sand) etc. complete.

81 Providing and fixing kitchen sink painted white with C.I. or M.S. brackets M.I. Fiber

union 32 mm dia. C.P. brass waste 32 mm dia. 15 mm stop cock etc. completed,

including cutting holes in walls and making good the same but excluding fittings, (C )

Vitreous China Sink (i) 600 mm X 450 mm X 150 mm Size

82 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 : 2006 including 35 1846.00 Sqmt. 707.55

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.

83 Providing and fixing Kotastone shelves (size 150 x 300mm) as approved by Engineer

In Charge. 130.00 Sq.mt. 220.25

84 Providing and fixing Granite shelves (size 150 x 300mm) as approved by Engineer In

Charge. 21.00 Sq.mt. 3689.55

85 Steel work, riveted in built up sections framed work including cutting, hoisting, fixing

in position and applying a priming coat of red lead paint. (A) In beams and joists,

channels angles Tees, flats, with connecting plates or angle cleats as in main and 30.00 Quintal 5889.50

cross beams. Hip and jack rafters, purlins conneted to common rafters and the like.

86 Providing and fixing jindal E (30 mm) series Three track alluminimum window (3

shutter + 1 Mosquito net shutter) standard extureded colour anodized section with

frame having frame bottom member jindal section no:20928 @ wt. of 2.032 kg/Rmt,

frame side and top member jindal section no.:20837 @ wt. of 1.197 Kg/Rmt with

sliding shutters of single glass shutter top bottom member Jindal section no.20993 @

wt.of 0.839 Kg/Rmt & side member jindal section no. 20549 @ wt. of 0.809 Kg/Rmt & 120.00 Sq.M 8115.35

inter lock member jindal section no. 20550 @ wt. of 0.994 Kg/Rmt. with 5 mm thick

transperent plain float glass in shutter including fitting, fixtures, rubber gasket and

transperent silicon seleant as per drawing and instruction of engineer in charge etc.

completed for Window Three Track

87 Excavation for foundation upto 1.5 m depth including sorting out and stacking of

useful materials and disposing off the excavated stuff upto 50 Meter lead. (B) Dense 1615.00 Cum 160.89

88 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working 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 480.00 Rmt. 515.27

and floor.(G)160 mm

89 Providing junction for rain water juncton chamber of size 0.60x0.60x0.75m 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 60.00 Nos. 7126.56

steel and 0.60mx0.45m cast iron manhole cover with frame weight not less than

kg as per directed by Engineer-in-charge

90 Providing Filter chamber of Brick work in C:M 1:6 of size 2.06mx1.20m x1.20m &

excavation dimension of 2.82mx 1.96x1.35m 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 15.00 Nos. 15152.02

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.

91 Providing Recharging pit of size 2.0m Dia.& 2.0m depth of water logging with

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

bore depth of 4.5mt & above concrete with kapchi in layers (25-40mm & 10-20mm) 6.00 Nos. 9971.73

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

92 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out

and stacking of useful materials and disposing off the excavated stuff upto 50 880.00 Cum 174.56

Meter lead. B) Dense or Hard soil

93 Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out

and stacking of useful materials and disposing off the excavated stuff upto 50 72.00 Cum 268.45

Meter lead.(D) Soft rock not requiring Blasting

94 Filling in foundation and plinth with sand in layers of 20 cm. Thickness including

watering ramming and consolidating etc. comp. with all lead and lift. 11.00 Cum 489.28

95 Brick work using common burnt clay building bricks having crushing strength not less

than 35 Kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 - 280.00 Cum 4279.98

fine sand) (B) Conventional.

96 Constructing brick masonry chamber for underground C.I. Inspection 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 30.00 No 2932.93

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.

97 Constructing brick masonry chamber for underground C.I. Inspection 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 15.00 No 7180.44

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.

98 Providing and laying (two level or slopes) and jointing with stiff mixture of Cement

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

concrete 1:2:4 (1-Lime putty :2-Fine samd : 4-Graded brick aggregates 40mm 375.00 Rmt 803.21

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

necessary formwork and curing complete.

99 Providing and laying controlled cement concrete M-200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 21.00 Cum 7870.93

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

100 Providing and laying controlled cement concrete M-200 and curing complete

including the cost of form work but excluding the cost of reinforcement for 23.00 Cum 5912.54

reinforced concrete work in Ground & Plinth BEAMS

101 Providing and laying controlled cement concrete M-200 and curing etc. complete

including the cost of form work and excluding the cost of reinforcement etc. 21.00 Cmt 8936.48

complete in RCC wall up to floor two level for Below plinth

102 Providing cement vata (10cm x 10cm size) quarter round in cement mortar 1:1

including neat cement finishing watering etc. Complete 35.00 Cmt 24.28

103 Providing 20 mm thick double coat mala cement plaster on interior brick / 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 228.00 Sqm 370.67

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

scaffolding curing etc. complete. For Ground floor

104 Providing and laying Ceramic tiles 6mm thick in skrting risers of steps and dedo on

10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white 159.00 Sqm 1070.50

cement slurry (upto 10 ton)

105 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not less

than 35Kg. 1.00 Nos. 958.17

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

head suitable for 65/80 mm dia delivery pipe

107 Providing 10 mm. Thick Mala cement plaster in single coat for plastering on ceiling

and soffits of stairs and finished even and smooth in : (I) Cement mortar 1:4 (1 133.00 Sqmt 161.60

cement : 4 sand) including Mala troveled finish etc. complete comp.For .Ground

108 P & L 60x60 cm Machin cut Mirror polished Blue Kota Stone slab 25 mm thick 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 65.00 Sqmt 1019.39

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

109 P & L 60x60 cm Machin cut Mirror polished Blue Kota Stone slab 25 mm thick in riser

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

coarse sand) and jointed with grey cement slurry mixed with pigment to match the 3.00 Sqmt 1205.60

shade of slab including rubbing and polishing etc.complete

110 Distempeing (Two coats) with oil bound distemper of approved brand and

manufacture and Washable of required shade on wall surfaces to give an even

shade, over and including a priming coat with distemper primer of approved brand

and manufacture after thoroughly brushing the surface free from mortar dropping 218.00 Sqmt 77.30

and other foreign matter and also including preparing the surface even and sand

papered smooth.

111 Distempeing (Two coats) with oil bound distemper of approved brand and

manufacture and Washable of required shade on Celling and sloping roof to give an

even shade, over and including a priming coat with distemper primer of approved

brand and manufacture after thoroughly brushing the surface free from mortar 129.00 Sqmt 85.85

dropping and other foreign matter and also including preparing the surface even and

sand papered smooth.

112 Providing and fixing rolling shutters of approved make made of 80 mm wide 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 Above 3.5M

113 Providing and fixing window having extruded aluminum Colour anodized section

frame main outer size 95mm x 24mm x 1.17mm (of Jindal Section no:2459 @ wt.of

0.738 Kg/mt) horizontal two track member size size 92mm x 31.75mm x 1.50mm (of

Jindal Section no:8933,@ Wt. 1.06 Kg/mt), vertical member of size size 92mm x

31.75mm x 1.50mm (of Jindal Section no:8933,@ Wt. 1.06 Kg/mt)with sliding

shutters of horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section 4.00 Sqmt 2362.39

no:8949 @ wt.of 0.456Kg/mt), vertical member of size 40mm x 18mm x 1.29mm (of

Jindal Section no:8947 @ wt.of 0.456Kg/mt/ Section 8948, @ Wt. 0.457 Kg/mt) with

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 W2&W3

114 Providing and fixing Mirrar polished 18 mm thick Green Marble stone with full round

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

windows/ ventilation with 20 mm thick cement motor CM (1:3) and fixing with 12.00 Sqm 1730.13

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

engineering in charge etc. complete.

115 Drilling of 200 / 215 mm dia. bore well in over burden rocky or loose collapsible /

boulder strata & lowering of 175 / 200 mm dia. UPVC / PVC / ERW casing pipe above 450.00 Rmt 414.10

12 meters and up to 40 meters depth by DTH rig etc.complete

116 Supplying slotted PVC pipes of approved quality at site of work confirming to IS.

117 Supplying PVC plain pipes of approved quality at site of work confirming to IS.

118 Providing and jointing flat flexible coppered calble PVC insulated enamelled aproved

make three core 2.50mm. 300.00 Rmt. 117.16

119 Supplying submersible pump set suitable for bore of 150 mm dia or more having

phase motor capacity not less than 10 HP with [A] 10 stage 575 to 480 LPM discharge

at 60 to 70 mtr head for 65 mm dia delivery pipe Supplying and erecting push

button operated fully automatic Star-Delta starter with 3 Nos.of 32A. rating 6.00 Nos. 54277.40

contactors and. 1 No. of directly operated thermal overload relay having 20-32A

range in sheet steel enclosure for 3 phase 415V. 50 c/s. A.C. motors up to 35 H.P.

(A)P.W.Blockwith necessary connection complete erected onas directed. Cat-II

120 Providing and fixing to wall ceiling and floor HDP pipes tubes (medium grade) of the

50mm nominal bore, tube, fittings and clamps include. Making good the wall ceiling 225.00 Rmt 513.08

and floor.(F) 50mm dia.

121 Providing and fixing to concealed wall ceiling and floor galvanized mild floor tubes

(medium grade) of the 50mm nominal bore, tube, fittings and clamps incldg. Making 150.00 Rmt 608.35

good the wall ceiling and floor (F) 40mm dia..

122 Providing and fixing to concealed wall ceiling and floor galvanized mild floor tubes

(medium grade) of the 25mm nominal bore, tube, fittings and clamps incldg. Making 105.00 Rmt 401.95

good the wall ceiling and floor.(C) 25mm dia.

123 Earthwork in cutting including preparing the slope and camber andstacking or

utilising the cutting stuff in bank as directed upto 200 Meters from the end of cutting

with all lead and lift.(i) Hard murrum.+ Add extra over item 9 for conveying and 247.00 Cum 457.61

utilising the stuff in bank from end of cutting with all required lead and lift.(C) Above

400 Meters upto 500 Meters

124 Box cutting the road surface to proper slope and camber for making a base for road

work including removing the excavated stuff with desposing on the road side slope 798.00 Cum 112.02

as directed up to 50 mt. Lead

125 BT Metal 25 to 40 MM & Aggregate 13.2 and down chips & SD including conveyence

+ Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of Blindage)(iii) 240.00 Cum 1153.62

25mm to 50mm size crushed stone

126 Providing and laying foundation cement concrete 1:3:6 ( 1 cement :3 coarse sand :

aggregate 20mm nominal size ) graded concrete and curing complete 160.00 Cum 4026.02

127 Providing and and laying controlled cement concrete M250 and curing etc. comp.

including the cost of form work and reinforcement for R.C.C. work for internal road. 320.00 Cum 4277.60

128 Compaction and finishing of cement concrete road by tremix process, providing extra

labour charge for tremix ( Vaccum dewatering service ) process on cement concrete

road surface by using vaccum dewatering pump floater surface vibrator including 1596.00 Sqm. 81.81

making groove 5mm width and filling with polyvynile polymer and rough finish to

surface as per instruction including leveling etc. complete.

129 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars

for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated technology of 50.00 Rmt 1095.18

following internal diameter. (i) 300 mm dia.

130 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete

block 30cm length,30cm height and 15cm thick of M200 grade concret as per

approved design and including excavation for fixing in proper line and level,filling the 398.00 Rmt 413.84

joint with C:M 1:3 (1cement:3fine sand) etc complete.

131 Clearing and grubbing road land including uprooting rank vegetation grass

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

132 Earthwork in cuting in all sorts of soil and soft murrum including conveying and

spreading the stuff, embankment as and where directed within 200meters from the 975.00 Cmt 137.33

end of the cutting with all required lead and lift.

133 Providing and casting in situ ordinary cement concrete M- 150 for coping, over riding

returns including formwork curing and finishing complete. 7.00 Cmt. 3788.09

134 Providing & fixing M.S. grills of required pattern in gaps of openings including frame

work etc. with one coat of red lead paint & two coats of oil paint etc. complete. 700.00 Kg 112.95

135 Providing and fixing concertina coil fencing with punched tape concertina coil

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 325.00 Rmt 342.39

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.

136 Constructing cattle trap made from ISMC 100 border and G.I. Pipe 50mm dia HEAVY

DUTY at 12 cm spacing by welding and necessary support of I.S.M.B. 100 x 75 x

section fixing in prepard chamber as per drawing by necessary arrangement etc. 12.00 Sqmt 4920.72

137 Providing and laying and fixing 50 mm thick expansion joint by hydro cell semi rigid

UV resistance with high performance laminated closed cell polythene foam joint filler 7.00 Sqmt 1491.03

in sheet foam as directed, etc. complete.

138 Demolition including stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work 209.00 Cu.M 1108.12

139 Demolition of Brick work and stone masonry including stacking of serviceable

material and disposal of unserviceable materials with all lead and lift. (ii) In cement 13.00 Cu.M 576.30

140 Dismentling doors, windows, ventilators etc. (wood or steel) shutters including

chowkhats architraves, holdfasts and other attachment etc. complete and stacking 28.00 Each 196.66

them within all lead and lift.(i) Not exceeding 3 Sq.M. in area.

141 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings and clamps

including stacking the materials with all lead and lift ( for any dia, of pipe) 100.00 Rmt 78.50

142 Dismantling santtary fittings like wash basin . W.C. pan Indian and European type,

flushing tank etc. including stacking the materials with all lead and lift. 13.00 Each 424.10

143 Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. tacking of

serviceable materilas and disposal of unserviceable materials with all lead and lift.(i) 114.00 Sqmt 50.28

G.I.sheet roofing.

144 (a) Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (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 680.00 Pt. 582.77

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

(b) For Toilet Block 96.00 Pt. 291.39

145 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (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 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

146 (a) Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (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 complete with Modular type switch & 5 pin

Plug erected on PVC / Metallic/Wooden box covered with appropriate front plate

modules erected on / in wall / ceiling as per pipe erected with following type of 64.00 Pt. 612.06

accessories. [I] For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from nearby

switchboard/mcb db board (f) with medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete Ca-III

(b) [II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb db board.

(f) with medium class Rigid PVC pipe and accessories erected concealed in 241.00 Pt. 894.86

wall/ceiling complete Ca-III

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

148 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked

stranded Copper conductor wire in following type of pipe to be erected concealed in

/flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated

stranded wire of green colour for earth continuity of following size. (a) with medium

class Rigid PVC pipe and accessories (b) 2 wire 2.5 sq. mm

149 (a) Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 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 1215.00 Mtr. 140.39

colour for earth continuity of following size (a) with medium class Rigid PVC pipe and

accessories (a) 2 wire 4 sq. mm

(b) (b) 2 wire 6 sq. mm 20.00 Mtr. 184.83

(c) (h) 4 wire 6 sq. mm 800.00 Mtr. 326.23

150 Decorative call bell Ting-tong box type 250 volts complete erected 32.00 Ea. 71.71

151 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 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-80 471.00 Ea. 535.30

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. (v) 36-40 Watts, Surge-2 KV, IP-20,

conventional 4 feet Ca-III

152 Supplying and erecting led lamps with following wattage capacity of 220 to

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

surge,protection,Polycarbonate diffuser, mounting suitable for E14 / E27 / B22 lamp 273.00 Ea. 112.11

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

holder. (ii) 8 watts

153 Supplying and erecting LED street light / Flood light fittings with High power White

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

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

finish powder coated and heat sink extruded aluminium with diffuser and

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

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

3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED 45.00 Ea. 5079.29

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.(iii) 60 - 89 watts Ca-III

(b) (B) Flood Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC

line supply with over-voltage protection. (v) 120 - 159 watts Ca-III

(c) (C) Post Top Lantern LED fitting comprises of finish cast aluminum spigot 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

154 Providing and erecting Approved make Four pole moulded case circuit breaker

having breaking capacity ICU of 25 KA. at 415 V,having normal current rating up to

A to 100A. with Fixed thermal & magnetic release suitable to work on A.C. supply 50 22.00 Ea. 6790.23

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

155 Supplying and erecting triple pole & neutral 440V / 500V panel mounting Copper

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 0.50 Rn.Mtr 1961.42

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

in existing cubical panel with necessary connections. (A) Suitable for 100 Amp.

156 Providing and erecting Miniature circuit breaker single pole 0.5A to 2A system and

having breaking capacity 10 KA to be erected in existing box. confirming to IS 59.00 Ea. 297.95

8828/1996 with ISI Mark. Ca-III

157 Providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to

operate on 240 V A.C. system and having breaking capacity 10 KA to be erected in 600.00 Ea. 123.22

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

158 Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) having

10 KA breaking capacity & confirms to IS : 8828 in existing box having following 6.00 Ea. 325.22

capacity (B) 40 Amp. Ca-III

159 Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve) having

10KA breaking capacity & confirms to IS :8828 in existing box having following 64.00 Ea. 701.95

capacity (b) 40 Amp. Ca-III

160 (a) Providing and erecting Sheet Steel powder coated MCB distribution board - flush /

surface mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to

IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The

DBs should be used of same company of MCB to be used) suitable for (B) three 32.00 Ea. 2913.85

phase incoming and single phase horizontal type outgoing Per phase isolation type

(PPI) (b) sheet steel double door (iii) 6 way

(b) (A) single phase incoming and horizontal single phase outgoing. (b) sheet steel

double door (IP-43) (iv)12 way

161 Providing and erecting Approved make RCCBs conforming to IS: 12640 and 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 (iI) 40 Amps. DP Cat-III

162 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 10.00 Kg 794.87

163 Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron pipe with

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

SWG earth wire. & For using salt and charcoal / coke as required for pipe type

164 Supplying & erecting earth pit of minimum bore dia.150mm size approved 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 9.00 Ea. 4591.46

submit test certificate) & having back filling compound of (B) Inner chemical (CCM

Compound)- Resistivity:- 0.2 / meter testing as per IEC 62561-2017, Voltage drop:- <

1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill Compound :- Earthing

compound should be capable to retain moisture for long time Necessary test report

must be submitted. (a) For Electrical Installation up to 440V in normal soil Length of

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

165 Providing & erecting weather proof, dust & vermin proof, floor mounted front

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, 1.00 Sq mtr 10468.65

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

166 Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured copper cable 1.1 KV grade

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

167 (a) Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium

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

/ pipe of following size of cables.(B) 3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core)

168 (a) Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand / Solid

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

existing trench / pipe of following size of cables (b) 4 core 6 Sq. mm

(b) Providing and erecting FRLS-XLPE (IS:7098)(I)-88 ISI armoured cable multistrand

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

existing trench / pipe of following size of cables. (B) 4 core 25 Sq. mm

169 Making trench in soft soil of suitable width of 90 cm deep for laying cable or locating

the fault all over the run and back filling the same and making the surface as normal 600.00 Mtr. 55.55

170 Providing & laying approved make Double walled corrugated pipes (DWC) 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 dia

171 Providing & laying approved make ISI marked HDPE 6Kg / cm2 (Class-3) as per

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

of cable. The pipes as following size of dia & weight per 6 mtr. (E) 90 mm inner Dia.

172 (a) Providing and, fixing heavy duty flange type brass cable gland with rubber ring for

PVC insulated armoured cable complete with out going tails, insulating tape etc for 118.00 Ea. 38.38

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

(b) (C) 2 to 4 core 10 Sq. mm 8.00 Ea. 38.38

173 Providing and, fixing heavy duty flange type brass double compression type cable

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

tails, insulating tape etc for following size of cables. (B) 3 & 1/2 core 35/50 Sq. mm

174 (a) Solder less crimping type Aluminium lugs conforming to IS suitable for cable 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/

175 Providing & erecting Approved make Ceiling Fan with double ball bearing ISI mark

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

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

176 Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe down rod

erected duly painted for fan complete with proper insulation without leakage and 211.00 Mtr. 108.07

177 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the RCC

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

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

178 Supplying and erecting approved make Octagonal pole made from HR 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

mm bottom dia, 3 mm thickness with 200mmX200mmX12mm base plate, 4-M20

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

179 (a) Supplying and erecting Street light pole bracket comprising main B Class GI 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

(b) [B] Double Arm bracket 0.5 Mtr 15.00 Ea. 622.16

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

181 Supplying and erecting approved make panel mounting type Digital Voltmeter

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

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

182 Supplying and erecting approved make panel mounting type Digital Ammeter 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.

183 Supplying and erecting Ammeter / Voltmeter selector switch for 3 phase AC Supply

500 V on existing panel board with necessary connections.

184 Supplying and erecting approved make suitable panel indicator LED type lamp, lens

cover, complete erected with necessary connections.

185 Providing & erecting L.T. Current Transformer with bar primary 50/5 to 1000/5 ratio

15 VA burden erected in existing CRCA box duly secured with insulating materials 12.00 Ea. 274.72

connected to the meter.

186 Supply, Installation, Testing & Commissioning of following size of Grid Tied Solar

Power Plant with

Solar Panels (ALMM approved): Frame Material : Anodized Aluminum alloy Frame

With Twin Wall Profile, Front Cover : High Transmission Low-Iron Tempered Glass

(AR Coated), High efficency and positive power tolerance Pmax: 0/+5, Module

Efficiency should be approx. 19.5%-22%, Normal operating temperature 45'C,

Junction Box with Waterproof IP67 & MC4 Compatible and Enclosed with Bypass

diodes, 100% Electroluminescence test to ensure error free Modules, Thep. temp. co-

efficient of the PV module shall equal or better than -0.45%/degree C. Solar PV

modules of minimum fill factor 75% to be used. Unit Production:- More than 4.5 Unit

/kw /day (Actual)(1Year Avg) With 10 year Product warranty and 25 year Linear

Power Warranty includes all mechanical and electrical parameters of the Solar panel.

Modules must be complied to the DCR(Domestic content requirements). The Ration

of AC to DC is 5:6 for the Installation capacity which are given in AC KW.

Solar Inverter: MPPT Range: MPPT Range: 80-1000 V , Max efficiency: 97.5% - 98.9%,

O/p Frequency: 50/60Hz, Operating Altitude (m) ≤4000, O/p Power Factor: ~1, O/P

THDi: <3%, Operating Tempreture Range: -25~60°C, Integrated protection of Inverter

are Anti-islanding Protection, Input Reverse Polarity Protection, Insulation Resistor

Detection, Ground fault protection, Residual Current Monitoring Unit, Output Over

Current Protection, Output Short Circuit Protection, Output Over Voltage Protection,

PV array string fault Protection. Protection Degree: IP65, User Interface LCD & APP,

Datalogger & Communication: GPRS / Wi-Fi. ntegrated, Input Reverse Polarity

Protection Integrated, Insulation Resistor Detection Integrated, Residual Current

Monitoring Unit Integrated, Output Over Current Protection Integrated, Output

Short Circuit Protection Integrated, Output Over Voltage Protection Integrated,

Protection Degree: IP65, User Interface LCD & APP,Datalogger & Communication:

GPRS / Wi-Fi, Module Mounting Structure:

he mounting (Rectangular pipe / square pipe / circular pipe) with requisite cross

bars, nuts and bolts, etc. shall be Hot deep galvanized with minimum 80micron

coating. The Rectangular / square /circular hollow pipe section used for the structure

should have a minimum thickness of 2.0 mm. other than above, the material

thickness should be minimum 2.5 mm. A certificate of a structural engineer certifying

the strength and stability of the mounting structure to withstand the weight and

wind speed of 150 km/hour throughout the life span of 25 years of the system, shall

be submitted by the vendors. Hot Dipped Galvanized steel coils. suitable

arrangement for base plate for foundation , solar panel mounting, the structure

should be suitable for carry the load of solar panel,wiring, sprinkler system etc. with

necessary foundation work/wall mount, j bolt, anchor fastner etc. the nut bolt used

for installtion of stucture should be (SS 304) quality.The ground clearance of the

bottom most edge of solar panel shall not be less than 300 mm to 1200 mm or as per

site’s technical/feasibility requirement.

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

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

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

System with necessary Swichgears (Suitabel size and protection of ACDB & DCDB),

inter connecting wiring, earthing system as per the CEIG drawing approval, lightining

arrester system as per the CEIG drawing approval, all liasoning work with various

gov. dipartment like state nodal agency,DISCOM & CEIG is included in agency scope

187 (C ) Grid Tied Solar Power System: 11 - 25 kW (3 - phase) 75.00 Per KW 42455.35

188 [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.[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 s/s

304 chaker plate design sugeested of engineer in charge. 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 3.00 Ea. 1392848.58

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

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

capacity with Manual Rescue Operation ( Manual Cranking Facility).

[9] Audio visual indication in the lift car showing over loading shall be provided such

that doors kept open till excess load is removed. [10] Spring buffers/PU Buffers shall

[11] Car fan as per passenger capacity with automatic sleep timer shall be provided.

[12] Voice annunciator with suitable music shall be provided in lift car.

[13] Self diagnostics system for operational and safety parameters shall be provided

in control panel.

[14] Mechanical over speed governor with governor calibration as per actual site

parameters and submission of calibration certificate submission, door key holes in

the floor doors, fireman switch shall be provided.

[15] Lift machine hoisting arrangement in the lift machine room and monkey ladder

for lift pit should be provided by the lift agency, along with the other steel structure

works, foundations for the machine etc…

[16] In the hoist way fascia plate shall be provided without any extra cost, where

ever required as / if directed by engineer in charge.

([17] Permanent wiring with necessary safety devices like RCCB in all circuit, Over

Voltage Under Voltage protection and THD eliminator in circuit for lift machine room

and lift well with proper numbers of light points, with fixtures, exhaust fan and plug

points shall be provided by the agency. Only 3 phase Power Supply shall be made

available by department in lift machine room. Necessary Earthing as per Lift

Act/Rules shall be arranged by Lift Agency.

[18] Any civil/ electrical works for additional and alteration in lift shaft and machine

room related to erection of lift shall be made by lift agency without any extra cost.

(granite/marble fixing around all landing door openings are not in lift agency’s

[19] Agency has to provide all working drawings and documents and liaison services

for obtaining all necessary permission from lift inspector and other authorities.

[20] acrylic transparent licence/display A4 size holder in lift car [20A] As per statutory

requirement of Govt. Of Gujarat lift & escalator act 2000, lift agency has to provide

1. Car top safety barricade

2. Push & talk communication system.

3. Fireman's switch operation at Ground Floor.

4.carrying out third party lift inspection during/after lift erection and provide report

by third party authorized by concern licensing authority 5.agency has to provide

third party insurance upto completion of free maintenance period and submit the

document for the same.

[21] Car Panel Operating Buttons with floor position indicator/buttons must be of

Auto Glow type clearly visible when view from inside cabin.

[22] For Physically Handicapped person Full Length Handrails of hairline finish steel

grade of 304 should be provided at appropriate height on the Rear & Side Wall

Panels in Lift Car. [23] With Necessary KVA rating voltage controlled Stabilizer

suitable for your controller, drive and all equipments of lift.

[24] Necessary rating of DP Elcb and FP Elcb required for lift is in scope of work which

rating is sugested by CEICED Department (electrical Inspector)

(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

4/5/6 Passengers, Ground plus 4 upper floors with Rated Speed of 1.0 m/sec., (C)

With General PLUS ADDITIONAL SPECIAL FEATURES attached herewith. Prem. Cat.

In Word : Rupees Twelve Crore Fifty-Two Lakh Forty-Three Thousand Four Hundred Sixty-One and Paise Thirty-Five Only.

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 * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

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 amount of dismentalled credit materials at Rs. 207102.06 shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for different grades his own cost befor execution as directed and to be approved From the

Engineer In Charge.

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub Division Panchayat (R&B) Division

Chhotaudepur Chhotaudepur