Construction of New 2000 M.T. Godown, Ancillary works at Naswadi Ta. Naswadi Dist. Chhotaudepur (Deposit work)

Name of Work :- Construction of New 2000 M.T. Godown, Ancillary works at Naswadi

Ta. Naswadi Dist. Chhotaudepur (Deposit work).

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

1 Excavation for foundation upto 1.50 mt depth including sorting out and 1296.50 Cum 125.86

stacking of useful materials and disposing the excavated stuff within all lead

and lift for loose or soft soil.

2 Excavation for foundation upto 1.50 mt depth including sorting out and 168.50 Cum 160.89

stacking of useful materials and disposing the excavated stuff within all lead

and lift for Dense or hard soil.

3 Excavation for foundation from 1.50 mt to 3.00 mt. depth including sorting 681.70 Cum 162.54

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

all lead and lift for all sorts of soil.

4 Providing and laying controlled cement concrete M-150 and curing complete 96.70 Cum 3898.54

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

reinforced concrete work in Foundations, footings & mass concrete.

5 Providing and laying controlled cement concrete M-250 using B.T. stone 309.80 Cum 4578.57

aggregate and curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete work in Foundations,

footings & mass concrete.

6 Providing and laying controlled cement concrete M-250 using B.T. stone 50.80 Cum 5994.35

aggregate and curing complete including the cost of form work but

excluding cost of reinforcement for reinforced concrete work in R.C.C.

Columns upto plinth level.

7 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 250.80 Cum 3671.35

graded B.T. stone aggregate 20 mm nominal size) and curing complete

including cost of form work in foundation and plinth.

8 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 13.50 Cum 3106.67

hand broken stone aggregate 40 mm nominal size) and curing complete

including cost of form work in foundation and plinth.

9 Providing and laying controlled cement concrete M-250 including finishing 146.90 Cum 5783.26

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

cost of reinforcement for reinforced concrete work in R.C.C. plinth beam for

any cross sectional area of beam.

10 Providing and laying brick work using common burnt clay building 178.70 Cum 4279.98

conventional type bricks having crushing strength not less than

Kg./Sq.cm. in foundation and plinth in cement mortar 1:6 (1 cement : 6 fine

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

11 Filling in foundation and plinth with murrum or selected soil in layers of 20 2982.60 Cum 304.60

cm thickness including watering, ramming and consolidation etc. complete.

12 Filling in plinth with sand under floors including watering, ramming, 1024.80 Cum 489.28

consolidating and dressing etc. complete.

13 Filling available excavated earth (excluding rock) in trenches plinth side of 447.70 Cum 137.47

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

deposited layer by ramming and watering etc. complete.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

14 Applying general insecticide pest control treatment to floors, cupboards etc. 1281.80 Sq.m. 49.25

including labour material etc. complete. Using Heptachloride 20 EC. As per

6113_pests concentration weight 0.50 percent is recommended one litre

chemical emulsion dilute with 39 litter of water will give. Total dilute

concentration will be 40 litre inclusive of one litre chemical emulsion

application 0.5 Litre chemical / Sq.M. of surface is recommended as per I.S.

15 Providing and laying trimix vaccume dewatering process cement concrete 171.20 Cum 4172.54

work ordinary cement concrete M-200 and curing complete including

compaction & finishing of cement concrete road by trimix process providing

extra labour charge for trimix vaccum dewatering service process on

cement concrete road surface by using vaccum dewatering pump floater

surface vibrator including making groove 5mm width and filling with polynile

kpolynier and rough finish to surface as per instruction including levelling etc

complete for RCC TRIMIX FLOOR SURFACE.

16 Providing and laying controlled cement concrete M-150 and curing complete 9.00 Cum 4401.58

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

17 Providing and laying controlled cement concrete M-200 and curing complete 33.60 Cum 9393.06

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

reinforced concrete work Columns, pillars, posts and struts at GROUND

18 Providing and laying controlled cement concrete M-200 and curing complete 30.10 Cum 9433.47

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

R.C.C work in Column having any cross section area of Column for First

19 Providing and laying controlled cement concrete M-200 and curing complete 3.00 Cum 9473.88

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

R.C.C work in Column having any cross section area of Column for Second

20 Providing and laying controlled cement concrete M-200 and curing complete 12.10 Cum 7607.99

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

R.C.C work in beam having any cross section area of Beam for Ground

21 Providing and laying controlled cement concrete M-200 and curing complete 52.00 Cum 7648.40

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

R.C.C work in beam having any cross section area of Beam for First Floor.

22 Providing and laying controlled cement concrete M-200 and curing complete 3.00 Cum 7688.81

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

R.C.C work in beam having any cross section area of Beam for Second

23 Providing and laying controlled cement concrete M-200 and curing complete 22.00 Cum 7141.70

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

R.C.C work in Slab having any cross section area for Ground Floor.

24 Providing and laying controlled cement concrete M-200 and curing complete 15.00 Cum 7182.11

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

R.C.C work in Slab having any cross section area for First Floor.

25 Providing and laying controlled cement concrete M-200 and curing complete 3.00 Cum 7222.52

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

R.C.C work in Slab having any cross section area for Second Floor.

26 Providing and laying controlled cement concrete M-200 and curing complete 5.00 Cum 6972.82

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

reinforced concrete work in Staircases for all floors.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

27 Providing and laying controlled cement concrete M-200 and curing complete 12.50 Cum 7405.32

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

reinforced concrete work in Lintels for Ground floor.

28 Providing and laying controlled cement concrete M-200 and curing complete 2.00 Cum 7445.93

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

reinforced concrete work in Lintels for First floor and Second floor.

29 Providing and laying controlled cement concrete M-200 and curing complete 61.10 Cum 7362.90

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

reinforced concrete work in Chhajjas for all floor.

30 Providing and laying controlled cement concrete M-200 and curing complete 29.80 Cum 13073.50

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

reinforced concrete work in Vertical and horizontal fins / padadi for all floor.

31 Providing I.S.I. Mark T.M.T. bar Fe-500D bar reinforcement for R.C.C. work 118812.00 Kg. 77.29

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

32 Providing and laying brick work using common burnt clay building 119.30 Cum 4279.98

conventional type bricks having crushing strength not less than

Kg/sq.cm. in super structure in cement mortar 1:6 (1 cement : 6 fine sand)

for Ground Floor including the cost of all materials and labour charges etc.

33 Providing and laying brick work using common burnt clay building 107.60 Cum 26983.64

conventional type bricks having crushing strength not less than

Kg/sq.cm. in super structure in cement mortar 1:6 (1 cement : 6 fine sand)

for First Floor including the cost of all materials and labour charges etc.

34 Providing and laying brick work using common burnt clay building 12.00 Cum 4856.83

conventional type bricks having crushing strength not less than

Kg/sq.cm. in super structure in cement mortar 1:6 (1 cement : 6 fine sand)

for Second Floor including the cost of all materials and labour charges etc.

35 Providing and laying half brick work using common burnt clay building 44.00 Sq.m. 640.77

conventional type bricks having crushing strength not less than

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

structure for Ground level including the cost of all materials and labour

charges etc. complete.

36 Providing and laying half brick work using common burnt clay building 44.00 Sq.m. 696.50

conventional type bricks having crushing strength not less than

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

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

37 Providing and fixing rolling shutters of approved make made of 80 mm wide 50.00 Sq.m. 4546.01

M.S. laths inter-locked together through their entire length and jointed

together at the end locks mounted on specially designed pipe shaft with

bracket plates, guide channels and arrangements for inside and outside

locking with push-pull operation including the cost of hood cover and spring

etc. complete (A) Shutters having width above 3.5 mt.

38 Providing and fixing M.S. grill using 16 mm dia. M.S. bars @ 15 cm C/C 3445.00 Kg. 133.83

fixed in frame using angle 35 mm x 6 mm, 35 x 6 mm flat in center and

galvanized wiremesh jali 20mm x 20 mm spacing including red lead primer

coat and two coats of oil painting etc. complete also making one stair near

stair room on terrace and two for godown.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

39 Providing and laying 24" x 24" Vitrified 8 mm thick tiles flooring over 20 mm 212.50 Sq.m. 1521.95

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

surface or fixing on existing flooring by adhesive material including

dismentaling of existing flooring and jointed with color cement slurry

including finished with flush pointing & cleaning the surface etc. complete

for light shade.

40 Providing and laying Marbo Granite tiles 8mm to 10 mm thick, 24'' x 24'' in 17.50 Sq.m. 1195.02

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

cement : 3 coarse sand) and jointed with white cement slurry.

41 Providing and laying ceramic tiles 6mm thick in flooring treads of steps and 20.00 Sq.m. 1017.30

landing laid on a bed of 12mm thick cement mortar 1:3 (1 cement : 3 coarse

sand) finishing with flush pointing in white cement.

42 Providing and laying ceramic tiles 6mm thick in skirting, risers of steps and 99.50 Sq.m. 1070.50

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

jointed with white cement slurry.

43 Providing 10 mm. thick cement plaster in single coat on fair side 358.40 Sq.m. 221.99

brick/concrete walls for interior plastering upto floor two level and finished

even and smooth in cement mortar 1:3 (1 cement : 3 sand) including

finishing with a floating coat of neat cement slurry etc. complete for Ceiling

and soffits of stairs for Ground floor.

44 Providing 10 mm. thick cement plaster in single coat on fair side 96.50 Sq.m. 229.17

brick/concrete walls for interior plastering upto floor two level and finished

even and smooth in cement mortar 1:3 (1 cement : 3 sand) including

finishing with a floating coat of neat cement slurry etc. complete for Ceiling

and soffits of stairs for First floor.

45 Providing 10 mm. thick cement plaster in single coat on fair side 13.50 Sq.m. 255.84

brick/concrete walls for interior plastering upto floor two level and finished

even and smooth in cement mortar 1:3 (1 cement : 3 sand) including

finishing with a floating coat of neat cement slurry etc. complete for Ceiling

and soffits of stairs for Second floor.

46 Providing 15 mm thick cement plaster in single coat on brick / concrete 1307.80 Sq.m. 221.02

walls for interior plastering upto floor two level and finished even and

smooth in cement mortar 1:4 (1-cement : 4 sand) including finishing with a

floating coat of neat cement slurry etc. complete for Ground floor.

47 Providing 15 mm thick cement plaster in single coat on brick / concrete 261.50 Sq.m. 231.38

walls for interior plastering upto floor two level and finished even and

smooth in cement mortar 1:4 (1-cement : 4 sand) including finishing with a

floating coat of neat cement slurry etc. complete for First floor.

48 Providing 15 mm thick cement plaster in single coat on brick / concrete 90.50 Sq.m. 236.51

walls for interior plastering upto floor two level and finished even and

smooth in cement mortar 1:4 (1-cement : 4 sand) including finishing with a

floating coat of neat cement slurry etc. complete for Second floor.

49 Providing 20mm thick sand faced Double coat gutka plaster on walls with 1 1847.00 Sq.m. 353.98

x 1cm grooves consisting of 12 mm thick backing coat of C.M. 1:3 (1

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

sand) etc. complete for all height and as per pattern approved by the

Architect or as directed by Engineer-in-charge.

50 Providing and laying polished Kota stone slab flooring over 20mm (average) 113.90 Sq.m. 1019.39

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

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

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

polishing etc. complete. (A) 25mm thick.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

51 Providing and laying water proofing treatment with china mosaic tiles 252.60 Sq.m. 1084.09

flooring over avg 40 mm C.C. 1:2:4 {1 Cement : 2 sand : 4 Kapachi / Grit

to 12 mm size} bedding for maintaining slope for plain and curve surface &

12 mm to 20 mm of broken piece of ceramic / glazed tiles (one for more

color as directed) to be laid over cement mortar bedding of C M 1:3 (1

cement : 3 sand) containing one Kg of water proofing materials per bag of

O.P.C. at plain or / and slops and to be tempered to bring mortar ceramic

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 patterns or design as per drawing and cleaning by

using oxalic acid etc complete.

52 Providing and fixing Turbo Ventilator made from Alluminium and stainless 9.00 No. 14740.95

steel with ploy Carbonate Sky Light of size 3 x 7 feet including fixing in roof

with ISI mark chemical water proofing as directed by Engineer in charge

53 Applying two coats of putty & two coats of primer of approved brand and 1046.30 Sq.m. 59.58

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 + White washing with lime on wall surface

(three coats) to give an even shade including thoroughly booming the

surface to remove all dirt, dust; mortar drops and other foreign matter.

54 Finishing wall with water proofing cement paint of on wall surfaces (three 1688.90 Sq.m. 96.29

coats) to give an approved brand and manufacture and of required shape

even shade after thoroughly brushing the surface to remove all dirt and

remains of loose powered materials.

55 Providing and fixing PROFLEX type self supported Roof (Arch Type) using 1363.50 Sq.m. 2435.11

Cold rolled, Galvalume steel colour coated sheet 1.1mm thick conforming to

ASTMA 653, A792 DIN, ALU Zinc Coating : AZ150 and Regular Modified

Polyster painting with epoxy primer service coat at bottom including

necessary fixtures & fastening for Lighting arrangement and turbo ventilator

with sky light.

56 Painting three coats on steel and other metal surface with enamel paint of 26.40 Sq.m. 190.23

approved quality brushing interior to give an even shade including cleaning

the surface of all dirt, dust and other matters including applying priming coat

over new steel.

57 Providing and laying damp proof course 25mm thick cement concrete 1:2:4 1141.20 Sq.m. 316.17

(1-Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) and

curing complete.

58 Providing and laying mirror polished machine polished Granite marble stone 46.00 Sq.m. 2977.48

20 mm thick for Doors / Windows sill & jams cladding as per design

including full moulded round front edge in trade of steps laid on 20 mm thick

cement mortar 1:6 (1 cement : 6 coarse sand) jointed with grey cement

slurry including rubbing and polishing etc. complete. For Doors / Windows

sill & Jams cladding.

59 Providing and fixing anodised Aluminium section frame equivalent to Jindal 9.00 Sq.m. 4420.77

door section no. 19552 wt not less than 1.1 kg/rmt with wooden insert for

durable grip of door hinges (using frame of 38mm x 63.5 mm) single 3.8cm

thick shutter flush door solid core finished with 1mm thick lamination on

both side with fixing of necessary S.S. handle & other fixtures and fastening

etc. complete. (single shutter) For Door.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

60 Providing & fixing FRP frame size 100 x 50mm and 28mm think FRP 10.50 Sq.m. 2377.76

depress panel shutter having extra reinforcement on sides ad edges and in

gel coat finish. The cores of the shutter is to be filled up with injected fire

extinguishing grade polyurethane wooden pieces for stiffening and also for

taking hinges and fixtures. The FRP shutter is to be water proof, weather

proof, termite proof and resistance to mild acid / alkali including S.S hinges

with necessary screws and aluminium fixtures and fastenings.

61 Providing and fixing window having extruded aluminum colour anodized 19.00 Sq.m. 1768.31

section frame main outer size 95mm x 24mm x 1.17mm@ wt.of

Kg/mt, horizontal three track member size 92mm x 31.75mm x 1.30mm,@

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

1.06 Kg/mt with sliding shutters of horizontal member size 40 mm x 18mm x

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

1.29 mm @ wt.of 0.456 Kg/mt. with 5 mm thick transparent bronze colour

tinted float glass with powder coated aluminum fittings and fixtures and

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

for (W2) window.

62 Providing and fixing standard extruded of aluminium section of size 63mm x 1.50 Sq.m. 1175.56

38.10mm x 1.2mm (@ Wt. 0.643 Kg/mt) with colour anodized aluminium

frame for ventilation with 5 mm thick frosted glass as details etc. complete

for Ventilation.

63 Wall painting (two coats) with plastic emulsion paint of approved brand and 820.00 Sq.m. 84.82

manufacture on undecorated wall surfaces to give an even shade including

thoroughly brushing the surface free from mortar droppings and other

foreign matter and sand papered smooth for all floors.

64 Finishing wall with weather proof exterior emulsion paint on wall surface 420.00 Sq.m. 122.14

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

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

65 Providing and fixing 90 cm Height Stainless Steel Railing made from 10.00 Rmt. 3626.51

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

S.S. 304 grade baluster of 38 mm dia. box pipe (16 gauge) as a vertical

support fixed in RCC slab at 1.2m c/c including three horizontal S.S. pipes

of 25 mm dia (16 gauge) at equal distance fixed by 18.75 mm dia (16

gauge) S.S. pipe with baluster including accessories as per detailed

drawing as directed etc. complete.

66 Providing and fixing wash down water closet (European type, W.C. Pan) 2.00 No. 3196.84

with integral P or S trap including jointing the trap with soil pipe in cement

mortar 1:1 (1 cement : 1 fine sand) (Seal and cover to be measured and

paid for separately) (A) vitreous china pattern in white colour + providing

and fixing 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) (A) Vitreous China + providing and fixing washbasin with single

hole for pillar tap with C.I. or M.S. brackets painted white including cutting

holes and making good the same but excluding fittings. (A) Vitreous China

(ii) Flat back washbasin 550 mm x 400mm size. (i) In white colour.

67 Providing and fixing water closet squatting pan (Indian type W.C. pan) size 2.00 No. 2859.22

580mm (Earthwork, bed concrete, foot rest and trap to be measured and

paid for separately) (A) vitreous china. (i) Long pattern = white colour +

providing and fixing 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) (A) vitreous china + providing and fixing washbasin

with single hole for pillar tap with C.I. or M.S. brackets painted white

including sutting holes and making good the same but excluding fittings. (A)

Vitreous China (ii) Flat Back washbasin 550 mm x 400mm size. (i) In white

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

68 Providing, laying and jointing in true line and level I.S.I. mark 75mm dia. 65.00 Rmt. 1307.75

U.P.V.C. (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 75 mm diameter x 149 mm length x 145 mm heigh at

every 2000 mm centre to centre 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

69 Providing, laying and jointing in true line and level I.S.I. mark 110mm dia. 40.00 Rmt. 897.79

U.P.V.C. pipe (Type B) confirming to IS 13592-1992 with one end plain and

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

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

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

clamp of the size 110 mm diameter x 149 mm length x 145 mm height at

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

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

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

70 Providing and fixing in position SWR cowl vent to pipes (C) 75mm dia. as 3.00 No. 9.41

71 Providing and fixing in position UPVC SWR cowl vent to pipes (B) 110mm 2.00 No. 19.68

dia. as directed.

72 Providing, erecting and fixing double coated I.S.I. Mark P.V.C. water tank of 2000.00 Litre 3.95

required capacity each with all necessary fittings and connection etc.

complete on terrace as directed.

73 Providing, laying and jointing in true line and level I.S.I. mark 15mm dia. 20.00 Rmt. 72.65

U.P.V.C (Sch-40) for cold water including fitting as approved by Engineer in

charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c shall be concealed or open as directed including necessary fitting etc.

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

solvent including cost of all materials.

74 Providing, laying and jointing in true line and level I.S.I. mark 25mm dia. 30.00 Rmt. 91.84

U.P.V.C (Sch-40) for cold water including fitting as approved by Engineer in

charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c shall be concealed or open as directed including necessary fitting etc.

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

solvent including cost of all materials.

75 Providing, laying and jointing in true line and level I.S.I. mark 40mm dia. 25.00 Rmt. 148.12

U.P.V.C (Sch-40) for cold water including fitting as approved by Engineer in

charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c shall be concealed or open as directed including necessary fitting etc.

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

solvent including cost of all materials.

76 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 75 mm 6.00 Each 588.26

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

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

making good the walls.

77 Providing and fixing Gun metal check or non-return fullway wheel valve. (C) 2.00 Each 420.63

78 Providing and fixing Gun metal check or non-return fullway wheel valve. (E) 3.00 Each 663.43

79 Providing and fixing chromium plated brass half turn flush cock of approved 4.00 Each 263.77

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

by Engineer in charge.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

80 Providing and fixing screw down bib taps of following size.(A) Brass screw 7.00 Each 186.83

down bib tap polished bright. (i) 15mm dia. as directed by Engineer in

81 Providing and fixing 600mm x 450mm bevelled edge mirror of superior 6.00 Each 859.41

glass mounted on 6mm thick A.C. sheet or plywood sheet and fixing to

wooden plug with C.P. brass screws and washers.

82 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets 4.00 Each 616.42

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

83 Providing and fixing S.W. Gully trap with C.I. grating brick masonry chamber 2.00 Each 1292.19

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

standard weight (i) square mouth traps (A) 100mm x 100mm size P type.

84 Constructing brick masonry chamber for underground C.I. Inspection 4.00 Each 3660.76

chamber and bends with bricks having crushing strength not less than

35Kg./cm2 in C.M. 1:5 C.I. cover with frame (light duty) 455mm x 610mm

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

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

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

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

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

bed concrete etc. complete. (ii) Inside dimensions 500mm x 700 mm and

450mm deep for pipe line with one or two inlets.

85 Extra over items for every additional depth of 0.1 m or part thereof beyond 10.00 Each 242.39

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

86 Providing plinth protection to building including excavation in ordinary soil 68.00 Sq.m. 1464.70

and laying cement concrete 1:3:6 using stone aggregate of 40mm nominal

size in foundation layer 100mm thick below precast rubber dye inter locking

concrete block 60mm thick with grade of concrete M-200 pneumatic

compressed by mechanically pressed and as per approved design including

75mm sand layer for levelling and filling the joint with sand in proper line

and level etc. complete Including providing and fixing precast concrete kerb

stone of grey cement based concrete block 30cm length, 30cm height and

15cm thick M-250 grade concrete as per approved design and including

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

cement : 3 fine sand) etc. complete

87 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 5.10 Cum 4026.02

crushed stone aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Wall caps / coping.

88 Constructing kitchen platform of 18 mm thick Polished black granite at top 3.00 Sq.m. 4193.52

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

cementing materials / adhesives including making necessary grooves in

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

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

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

polished and jointed with grey cement slurry including rubbing and polishing

etc. complete for all floors

89 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white 1.00 No. 3640.04

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

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

90 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. angle 300.00 Rmt. 391.93

posts 40mm x 40 mm x 6 mm and oil painting 3 coats fixed at 2.5 mt, c/c.

with five horizontal lines and two diagonals of galvanised steel barbed wire

weighting 9.38 Kg. per 100 metre, strained and fixed to posts with G.I.

staples including fixing the posts in ground with 0.5 M x 0.5.M x 0.5 M. block

in C.C. 1:5:10 etc. complete.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

91 Box cutting the road surface to proper slop and camber for making a base 684.00 Cum 112.02

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

road side slope as directed for all lead and lift.

92 Providing, laying, spreading and compacting graded stone aggregate to wet 228.00 Cum 1102.99

mix macadam specification including premixing the material with water at

OMC in mechanical mix plant carriage of mixed material by tipper to site,

laying in uniform layers with paver in sub-base / base course on well

prepared surface and compacting with vibratory roller to achieve the desired

93 Supplying of hard murrum / binding murrum in layers of 20cm. thickness 114.00 Cum 885.40

including watering, ramming and consolidating etc. complete materials with

lead up to 10 km.

94 Providing and laying foundation cement concrete 1:3:6 (1 cement : 3 coarse 342.00 Cum 4026.02

sand : 6 aggregate 20mm nominal size) graded concrete and curing

95 Providing and laying controlled cement concrete M-250 and curing etc. 456.00 Cum 4277.60

complete excluding the cost of form work and reinforcement for R.C.C. work

for internal road.

96 Compaction and finishing of cement concrete road by tremix process, 2280.00 Sq.m. 88.88

providing extra labour charge for trimix (vaccum dewatering service)

process on cement concrete road surface by using vaccum dewatering

pump floater surface vibrator including making groove 5mm width and filling

with polyvynile polymer and rough finish to surface as per instruction

including leveling etc. complete.

97 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 20.00 Rmt. 4710.56

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 NP4 casted by

vertically vibrated technology of following internal diameter. 900mm dia.

98 Dewatering / watering. 2280.00 Sq.m. 53.53

99 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 2.00 Cum 2781.12

hand broken stone aggregates 40 mm nominal size) and curing complete

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

100 Providing and laying controlled cement concrete M-200 and curing complete 15.50 Cum 3973.96

excluding the cost of formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings, base of columns and mass concrete.

101 Steel work, welded in built up sections framed work including cutting, 117.22 Qtl. 9108.48

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 cross beams. Hip and jack rafters, purlins

conneted to common rafters and the like.

102 Providing corrugated G.I. sheet of class- 3 roofing fixed with galvanized iron 536.00 Sq.m. 734.19

J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet

washer or G.I. limpet washer, filled with white lead complete excluding the

cost of purlins, Rafters and Trusses. (1) 0.80 mm thick sheet.

103 Applying priming coat over new steel and other metal surface after and 563.50 Sq.m. 106.62

including preparing the surface by throughly cleaning, oil, grease, dirt and

other foreign matter and scoured with brushes fine steel wood, scrapers

and sand paper with ready mixed priming paint brushing red lead with

painting two coats (excluding priming coat) on new steel and other metal

surface with synthetic enamel paint, brushing to give an even shade

including cleaning the surface of all dirt, dust and other foreign matter.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

104 Excavation for foundation from 3.00 mt to 5.00 mt. depth including sorting 14.20 Cum 307.16

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

all lead and lift for Hard murrum.

105 Filling in foundation and plinth with bricks bats / chhara in layers of 20 cm. 8.90 Cum 625.47

thickness including watering, ramming and consolidating etc. complete.

106 Providing 15mm thick trowelled finished cement plaster in single coat on 154.80 Sq.m. 201.79

brick / concrete walls for interior plastering upto floor two level and finished

even with floating coat and smooth in cement mortar 1:3 (1 cement : 3-

sand) etc. complete for Ground Floor.

107 Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 24.50 Rmt. 24.28

1:1 including neat cement finishing, watering etc. complete.

108 Providing and laying (to level slopes) and jointing with stiff mixture of 180.00 Rmt. 317.48

cement mortar in proportion 1:1 salt glazed stoneware pipes including

testing of pipes and joints complete. (A) 150mm dia.

109 Providing and fixing to wall, ceiling and floor 10.0 kgF/cm2 working pressure 12.00 Rmt. 280.23

polythelene pipes of the following out side low density, complete with

special flange compression type fittings wall clamps etc. including making

good the wall, ceiling and floor (F) 75mm dia.

110 Providing and fixing in position cowl vent to pipes (C) 75mm dia. as 2.00 No. 393.04

111 Earthwork for embankment including breaking clods, dressing with all lead 2925.00 Cum 173.31

and lift (excluding watering and consolidation) (E) From Borrow pits within

all lead and lift.

112 Clearing and grubbing road land including uprooting rank vegetation grass 0.49 Hect. 28455.09

bushes, shrubs, sapling and trees girth upto 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials (C) By mechanical

means in area of light jungle.

Electrical Items

113 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 4.00 Pt. 582.77

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi

strand copper wires up to 10 mtr length, in below type of pipe erected with

6A Modular type switch / bell push & accessories and earth continuity of

following type, erected on PVC / Metallic / Wooden box, single mounting

base frame covered with textured / metallic / white front plate modules

erected on / in wall / ceiling as per pipe erected, with necessary Lamp

holder/ceiling rose / H.D. Connector as directed. (f) with medium class Rigid

PVC pipe and accessories erected concealed in wall / ceiling complete. Cat-

114 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both 4.00 Pt. 612.06

are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper

wires up to 10 mtr length, in below type of pipe erected complete with

Modular type switch & 5 pin Plug erected on PVC / Metallic / Wooden box

covered with appropriate front plate modules erected on / in wall / ceiling as

per pipe erected with following type of accessories. [I] For 6A Plug and 6 a

switch with 2-1.5 sq.mm Cu. Wire from nearby switch board/mcb db board

(f) with medium class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete Cat-III

[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb 4.00 Pt. 894.86

db board. (f) with medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete Cat-III

115 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin 2.00 Pt. 309.06

socket erected on PVC / Metallic/Wooden box, single mounting base frame

covered with textured / metallic / white front plate modules erected on / in

wall / ceiling with following type accessories. Cat-III

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

116 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 35.00 Mtr. 104.03

marked stranded Copper conductor wire in following type of pipe to be

erected concealed in /flushed on wall / ceiling, with 1.5 sq. mm copper

conductor FRLS PVC insulated stranded wire of green colour for earth

continuity of following size. (a) with medium class Rigid PVC pipe and

accessories (b) 2 wire 2.5 sq. mm

117 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 35.00 Mtr. 326.23

marked stranded Copper conductor wire in following type of pipe to be

erected in / on wall / ceiling with 2.5 sq. mm copper conductor FRLS PVC

insulated stranded wire of green colour for earth continuity of following size

(a) with medium class Rigid PVC pipe and accessories (e) 4 wire 6 sq. mm

118 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 4.00 Nos. 535.30

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

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

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

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

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

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

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

fittings.The Engineer incharge may select any wattage capacity between the

ranges shown) (A) Tube Light with integral driver. (iv) 36 Watts, Surge -

2KV,IP-20, conventional 4 feet. Cat-III

119 Supplying and erecting LED street light / Flood light fittings with High power 25.00 Nos. 5079.29

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

efficiency more than 130 lm/w and corrosion free High pressure die cast

aluminum housing with smooth finish powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics/ lenses, with toughened

glass with company mark/name engraved or embossed 160 to 270 V,

Power Factor more than 0.95, THD < 10%, CCT 3000 K to 5700K,

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

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

Below description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity between the

ranges shown.) (A) Street Light (IP-65), Surge protection -4KV integral and

Light must have 440 VAC line supply with over-voltage protection. (iii) 60 -

89 watts Cat-III

(B) Flood Light (IP-65), Surge protection -4KV integral and Light must have 22.00 Nos. 7186.15

440VAC line supply with over-voltage protection. (v) 120 - 159 watts Cat-III

(C) Post Top Lantern LED fitting comprises of finish cast aluminum spigot 2.00 Nos. 4096.56

and spun aluminum canopy fixed with opal polycarbonate, pipe

arrangement for vertical mounting driver and accessories wired upto

terminal block. IP 65 (b) 40 W Cat-III

120 Providing and erecting Approved make Four pole moulded case circuit 6.00 Nos. 6790.23

breaker having breaking capacity ICU of 25 KA. at 415 V, having normal

current rating up to 25 A to 100A. with fixed thermal & magnetic release

suitable to work on A.C. supply 50 c/s. with all internal connections,

spreader tinned copper & complete erected in existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

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

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 with necessary bus bar supports

/insulators, main cable socket to each bar, erected in existing cubical panel

with necessary connections. (A) Suitable for 100 Amp. Capacity

122 Providing and erecting Miniature circuit breaker single pole 0.5A to 2A 49.00 Nos. 297.95

system and having breaking capacity 10 KA to be erected in existing box

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

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

123 Providing and erecting Miniature circuit breaker single pole 6A to 25A 18.00 Nos. 123.22

suitable to operate on 240 V A.C. system and having breaking capacity

KA to be erected in existing box confirming to IS 8828/1996 with ISI Mark

124 Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B 1.00 Nos. 701.95

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

having following capacity (b) 40 Amp. Cat-III

125 Providing and erecting Sheet Steel powder coated MCB distribution board - 1.00 Nos. 2913.85

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 phase incoming and single phase

horizontal type outgoing per phase isolation type (PPI) (b) sheet steel

double door (ii) 6 way

126 Providing and erecting Approved make RCCBs conforming to IS: 12640 and 3.00 Nos. 2458.34

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

127 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 5.00 Kg. 794.87

128 Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron 5.00 Nos. 540.35

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

with necessary 8 SWG earth wire. & for using salt and charcoal / coke as

required for pipe type earthing.

129 Supplying & erecting earth pit of minimum bore dia.150mm size approved 1.00 Nos. 4591.46

make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-

1987 made of corrosion free hot dipped G.I. Pipes having Outer pipe dia of

50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having

200-250 Micron galvanising, connection terminal dia of 12mm with constant

ohmic value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber and

heavy duty cover. (approved make OEM has to submit test certificate) &

having back filling compound of (B) Inner chemical (CCM Compound)-

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

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

Earthing compound should be capable to retain moisture for long time

Necessary test report must be submitted. (a) For Electrical Installation up to

440V in normal soil Length of pipe - 1 Mtr Back filling compound - 1 Nos

130 Providing & erecting weather proof, dust & vermin proof, floor mounted front 1.00 Sq mtr 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 switch gears, 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

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

131 Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured copper cable 1.1 145.00 Mtr. 126.25

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

132 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand 85.00 Mtr. 264.62

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)

133 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand 800.00 Mtr. 151.50

/ 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

134 Making trench in soft soil of suitable width of 90 cm deep for laying cable or 400.00 Mtr. 55.55

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

surface as normal ground.

135 Providing & laying approved make Double walled corrugated pipes (DWC) 425.00 Mtr. 62.62

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

accessories of same material at required depth in existing trench for laying

of cable below ground / road surface for enclosing cable (A) 50 mm Outer

136 Providing and fixing heavy duty flange type brass cable gland with rubber 94.00 Nos. 38.38

ring for PVC insulated armoured cable complete with out going tails,

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

137 Providing and fixing heavy duty flange type brass double compression type 8.00 Nos. 75.75

cable gland with rubber ring for PVC insulated armoured cable complete

with out going tails, insulating tape etc. for following size of cables. (B) 3 &

1/2 core 35/50 Sq.mm

138 Solder less crimping type Aluminium lugs conforming to IS suitable for cable 32.00 Nos. 20.20

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

switchgear terminals with brass/cadmium plated nut bolts in an approved

manner. (D) 35/50 Sq.mm.

139 Supplying and erecting B class galvanised iron pipe 32 mm outside dia 45 6.00 Mtr. 343.40

cm long duly welded on 20 cm x 20 cm x 3 mm thick M.S. base plate,

erected on wall or corner for mounting street light luminaire with necessary

hardware materials duly painted.

140 Supplying and erecting approved make Octagonal pole made from HR 20.00 Nos. 9011.22

sheet steel. The pole should be made as per IS and shall be coated with hot

dip galvanizing as per IS 2629/2633/4759, suitable suspend local wind

speed with integral Junction box consist of terminal plate of min 6mm Hylam

sheet, standard profile 35mm x 7.5mm Din-Rail for MCB Mounting, stud

type terminal and arrangement for cable termination to be erected with

suitable foundation (Included) as per details given by manufacturer

considering site requirement. (D) 6 Mtr. Long 70 mm top x 135 mm bottom

dia, 3 mm thickness with 200mm x 200mm x 12mm base plate, 4-M20 Bolts

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

141 Supplying and erecting Street light pole bracket comprising main B Class GI 20.00 Nos. 491.87

pipe of 4.2 cm/require outside dia. complete with suitable B Class G.I.

sleeve tubing of approx. 45cms.length and suitable for 76.5mm / 80mm /

require size of pole top having nuts and bolts for fixing the brackets and

having spread of 0.5 mtr. Length with 110 deg. with vertical plane and

suitable welded stiffener reducer and nipple with check nut complete

painted with one coat of Red oxide / PU base primer and two coats of

Aluminium / PU paint. paint with following nos of arms. [A] Single Arm

bracket 0.5 Mtr

142 Supplying & erecting approved make SMC press moulded composite FRP 29.00 Nos. 476.72

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

strip 5way (3P+N+E), DIN rail for mounting mob & hinged doors as per

requirement having locking arrangements with mounting clamp with nuts,

bolts & washers suitable for erection on pole with cable clamps & earth bolt

of following size of box. (c) 150mm x 125mm x 100mm [deep]

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

143 Supplying and erecting approved make panel mounting type Digital 1.00 Nos. 1275.63

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

existing panel board with all connection, wiring etc. with manufacturers

calibration certificate.

144 Supplying and erecting approved make panel mounting type Digital 1.00 Nos. 1558.43

Ammeter having 3 digits LED display, external CT operated, calibrated for

to 1000 Amps suitable to operate on 500 Volt AC, erected on existing panel

board with all connection, wiring etc. with manufacturers calibration

145 Supplying and erecting Ammeter / Voltmeter selector switch for 3 phase 2.00 Nos. 317.14

AC Supply 500 V on existing panel board with necessary connections.

146 Providing & erecting L.T. Current Transformer with bar primary 50/5 to 3.00 Nos. 274.72

1000/5 ratio 15 VA burden erected in existing CRCA box duly secured with

insulating materials connected to the meter.

147 Supplying and erecting approved make suitable panel indicator LED type 3.00 Nos. 43.43

lamp, lens cover, complete erected with necessary connections.

i.e. Rs. Three Crore Seventy One lacs Seventy thousand Six hundred Twenty Seven and Sixty One paisa

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

Charge for which no extra payment shall be made.

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

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

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

10/2017 Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there

is a change as per actual mix design the cost of difference of cement consumption have been deducted from the

rate of original item at the rate of input rate mentioned in all the tender.

5. The Contractor will have to submit the all required mix design at his own cost before execution as

directed and to be approved from the Engineer in charge.

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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Chhotaudepur (R & B) Sub Division, Chhotaudepur (R & B) Division, Chhotaudepur (R & B) Division,

Chhotaudepur Chhotaudepur Chhotaudepur