schedule of rates for construction works

548
Sl. No. Sch. Item No. Description Unit Rate 1 2 Axe Mazdoor Day 213.00 2 4 Blacksmith - I Class Day 281.00 3 4A Blacksmith - II Class Day 258.00 4 5 Boat Mazdoor Day 236.00 5 8 Bullocks pair with driver (with bandy) Day 420.00 6 8A Bullocks single with driver (with bandy) Day 303.00 7 11 Carpenter - I Class Day 355.00 8 12 Carpenter - II Class Day 326.00 9 13 Caulker Day 236.00 10 15 Cleaner - First Grade Day 191.00 11 15A Cleaner - Second Grade Day 180.00 12 18 Ferry Mazdoor Day 236.00 13 19 Fitter - I Class Day 322.00 14 19A Fitter - II Class Day 300.00 15 20 Fitter (Pipe Laying / Bar bending) I Class Day 316.00 16 20A Fitter (Pipe Laying / Bar bending) II Class Day 293.00 17 21 Floor Polisher Day 281.00 18 22 Gardener Day 213.00 19 25 Hammer Mazdoor Day 226.00 20 26 Head Mazdoor for Well Sinking Day 236.00 21 27 Driver (Light Duty) Day 281.00 RATES OF LABOUR ADOPTING SCHEDULE OF RATES 2013-2014

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Page 1: Schedule of rates for construction works

Sl.

No.

Sch.

Item No.Description Unit Rate

1 2 Axe Mazdoor Day 213.00

2 4 Blacksmith - I Class Day 281.00

3 4A Blacksmith - II Class Day 258.00

4 5 Boat Mazdoor Day 236.00

5 8 Bullocks pair with driver (with bandy) Day 420.00

6 8A Bullocks single with driver (with bandy) Day 303.00

7 11 Carpenter - I Class Day 355.00

8 12 Carpenter - II Class Day 326.00

9 13 Caulker Day 236.00

10 15 Cleaner - First Grade Day 191.00

11 15A Cleaner - Second Grade Day 180.00

12 18 Ferry Mazdoor Day 236.00

13 19 Fitter - I Class Day 322.00

14 19A Fitter - II Class Day 300.00

15 20 Fitter (Pipe Laying / Bar bending) I Class Day 316.00

16 20A Fitter (Pipe Laying / Bar bending) II Class Day 293.00

17 21 Floor Polisher Day 281.00

18 22 Gardener Day 213.00

19 25 Hammer Mazdoor Day 226.00

20 26 Head Mazdoor for Well Sinking Day 236.00

21 27 Driver (Light Duty) Day 281.00

RATES OF LABOUR

ADOPTING SCHEDULE OF RATES 2013-2014

Page 2: Schedule of rates for construction works

22 27A Driver (Heavy Duty) Day 300.00

23 28 Jumper Mazdoor Day 213.00

24 36 Maistry, Road Inspector & Work Inspector Day 271.00

25 36AMaistry, Road Inspector &

Work Inspector (Degree Holder)Day 300.00

26 37 Mason for Brick Work - I Class Day 363.00

27 37A Mason for Brick Work - II Class Day 326.00

28 38 Mason for Stone Work - I Class Day 363.00

29 38A Mason for Stone Work - II Class Day 326.00

30 39A Mazdoor - I Class Day 228.00

31 39B Mazdoor - II Class Day 206.00

32 39C Head Mazdoor Day 236.00

33 40 Mechanic - I Class Day 281.00

34 40A Mechanic - II Class Day 258.00

35 42 Mopla - I Class Day 280.00

36 42A Mopla - II Class Day 258.00

37 43 Navagonies or Javali Man - I Class Day 236.00

38 44 Painter / Varnisher - I Class Day 293.00

39 44A Painter / Varnisher - II Class Day 271.00

40 46 Pile Driver Day 258.00

41 47 Plumber - I Class Day 316.00

42 47A Plumber - II Class Day 293.00

43 48 Pump Driver Day 236.00

44 52 Sawyer Day 258.00

45 54 Smith - I Class Day 280.00

46 54A Smith - II Class Day 258.00

Page 3: Schedule of rates for construction works

47 55 Sprayer Mazdoor (for bitumen, tar etc.,) Day 213.00

48 56 Stone Cutter - I Class Day 280.00

49 56A Stone Cutter - II Class Day 258.00

50 58 Syrang - I Class Day 280.00

51 58A Syrang - II Class Day 258.00

52 60 Thatcher Day 226.00

53 62 Tinker - I Class Day 226.00

54 62A Tinker - II Class Day 213.00

55 63 Turner - I Class Day 258.00

56 63A Turner - II Class Day 236.00

57 64 Time Keeper - I Class Day 280.00

58 64A Time Keeper - II Class Day 258.00

59 67 Welder / Bracer - I Class Day 280.00

60 67A Welder / Bracer - II Class Day 258.00

61 68 Well Diver for removing silt-I Class Day 280.00

62 68A Well Diver for removing silt-II Class Day 258.00

63 69 Well Sinker - I Class Day 316.00

Page 4: Schedule of rates for construction works

64 69A Well Sinker - II Class Day 293.00

65 70Well Sinking Diver working with Helmet

(above two metres depth of water)Day 326.00

66 72 Wodder Day 236.00

Technical Assistant

67 76A Technical Assistant-Grade-I (B.E. Passed) Day 467.00

68 76B

Technical Assistant-Grade-II

(Diploma in Engineering Passed / B.E. Failed /

Degree in Geology for Ground water works)

Day 420.00

69 76C

Technical Assistant-Grade-III

(Diploma in Engineering Failed /

I.T.I (civil) Passed

Day 355.00

70 76D Cinema Operator (I.T.I. Passed) Day 293.00

71 76E B.Sc., (Agriculture) Passed Day 420.00

72 77ALaboratory Assistant-Grade-I

(Post Graduate in Science)Day 355.00

Page 5: Schedule of rates for construction works

73 77B

Laboratory Assistant-Grade-II

(Degree in Science /

Degree in Geology for Ground water)

Day 326.00

74 77C

Laboratory Assistant-Grade-III

(With Degree Qualifiacation to work as works

clerk)

Day 293.00

75 78A Mazdoor employed for Geological maping Day 228.00

76 78BMazdoor employed for Pitting, Trenching, Sampling

and Drilling worksDay 228.00

77 78CMazdoor employed for Geophysical investigation

worksDay 228.00

78 78D Head Mazdoor to Supervise exploratory works Day 241.00

79 79 Mixer Operator (including concrete mixer) Day 248.00

80 80 Mixer Driver Day 236.00

81 81 Compressor Operator Day 248.00

82 89A

Computer Operator-Grade-I

[B.E. (Computer Science) /

M.Sc., (Computer Science)]

Day 467.00

83 89B

Computer Operator-Grade-II

[B.Sc. (Computer Science) /

Diploma in Computer Science]

Day 420.00

84 90A

Irrigation Community Organaiser - Grade-I

[B.E. (Agri) Passed / B.Sc. (Agri) Passed /

P.G. (Geology) & Rural Development]

Day 450.00

85 90B

Irrigation Community Organaiser - Grade-II

[B.E. (Agri) Failed / B.Sc. (Agri) Failed /

Diploma in Agri. Passed]

Day 375.00

Page 6: Schedule of rates for construction works

86 95 Heatmaster Operator Day 236.00

87 96 Raker Day 236.00

88 97 Geological Assistant Day 346.00

89 98 Stone & Crusher Operator Day 248.00

90 99 Heavy Mazdoor Day 248.00

Electrical Workers

91 100 Wireman Grade-I / Electrician Grade-I Day 317.00

92 101 Wireman Grade-II / Electrician Grade-II Day 300.00

93 102 Electrical Helper Day 226.00

Page 7: Schedule of rates for construction works

94 103 Lift Operator Day 271.00

95 104 Laboratory Attendant Day 202.00

96 105 Sound Service Operator Day 226.00

97 106 Electrical Maistry Day 346.00

Sl. No. Name of Material Unit Rate

1 Water proofing compound Kg 42.35

2 Mild Steel Flats of all sizes 47.00 Kg 48.00

3 Mild Steel Square Rods of all sizes 47.00 Kg 48.00

4 First Quality Design Ceramic tiles of All

coloursi 305 mm x 305 mm x 6 mm Each 50.80

ii 200 mm x 200 mm x 6 mm Each 22.35

iii 200 mm x 100 mm x 6 mm Each 12.10

5 First Quality Plain ceramic tiles of all colours

i 305 mm x 305 mm x 6 mm Each 36.30

ii 200 mm x 200 mm x 6 mm Each 16.25

iii 200 mm x 100 mm x 6 mm Each 8.45

6 First quality White glazed tiles

RATES OF OTHER CONSTRUCTION MATERIALS

Page 8: Schedule of rates for construction works

i 150 mm x 150 mm x 6 mm Each 8.45

ii 100 mm x 200 mm x 6 mm Each 7.25

7 First quality colour glazed tiles

i 150 mm x 150 mm x 6 mm Each 9.65

ii 100 mm x 200 mm x 6 mm Each 8.45

8 First quality colour glazed tiles with printed

design

i 150 mm x 150 mm x 6 mm Each 11.40

ii 100 mm x 200 mm x 6 mm Each 10.25

9 White Cement Kg 23.00

10 Colour Cement (White cement mixed with

colouring pigments)

Kg 26.65

11 Multi-colour marble chips of all Grades / Sizes Bag 97.00

12 White Marble slab (Adanga) 18 mm to 20

mm thick

i 4'0'' x 2'0'' and above sq.m. 935.00

ii 2'0'' x 2.0" or 2'0" x 1'0" or 1'0" x 1'0" sq.m. 511.00

13 Granite tiles - (Superfine polished with Machine

cut edges) of size 2'0" x 1'0" or 1'0" x 1'0" or 1'0"

x 0'6", of 10 mm thick

a Jet Black sq.m. 902.00

b Ruby Red, Raw Silk sq.m. 781.00

c Sinthetic Grey, Paradise and Similar varieties. sq.m. 726.00

Page 9: Schedule of rates for construction works

14 Granite slabs (Super fine polished with machine

cut edges) of sizes 4'x2' and above 18mm to

20mm thick.

a Jet Black sq.m. 1815.00

b Ruby Red, Raw Silk sq.m. 1694.00

c Sinthetic Grey, Paradise and Similar varieties. sq.m. 1331.00

15 Polished shahabad stone slabs of 20 mm thick with

machine cut edges of size 2' 0" x 2'0" and above.

sq.m. 363.00

16 Polished shahabad stone slabs 20 mm thick with

machine cut edges of size below 2' 0" x 2'0".

sq.m. 302.00

17 Polished Rajasthan Kota stone slabs of 20 mm

thick with machine cut edges of size 2' 0" x 2'0"

and above.

sq.m. 533.00

18 Polished Rajasthan Kota stone slabs of 20 mm

thick with machine cut edges of size below 2' 0" x

2'0".

sq.m. 467.00

19 Dolphur stone slabs - semi polished with machine

cut edges of all sizes

a 40 mm thick sq.m. 398.00

b 20 mm thick sq.m. 363.00

20 Aluminium strips of size 40 mm wide x 1.5 mm

thick

RM 30.00

21 Brass strips of size 40 mm wide x 1.5 mm thick RM 60.00

22 Glass strips of size 40 mm wide and 4 mm thick RM 15.00

23 Marblex Tiles 3 mm thick sq.m. 605.00

24 Red Oxide - Superior quality for floor finish Kg 127.00

25 Decorative pressed tiles of 12 mm thick of all sizes

and shapes

sq.m. 1027.00

Page 10: Schedule of rates for construction works

26 Exterior Emulsion Paint - Water based primer

(Liquid)

Litre 145.00

27 Alkali Resistant Distemper Primer Litre 145.00

28 Sandtex matt Litre 169.00

29 Vinaratex or equivalent Textured coat sq.m. 218.00

30 Best Lac Polish / French Polish Litre 282.00

31 Varnish Litre 290.00

32 Cotton Waste Kg 9.20

33 Cement based Hydraulically pressed Anti skid tiles

(pattern design) - 20 mm thick

sq.m. 484.00

34 Marble Powder Kg 4.80

35 Polishing Stone

i Rough Each 60.50

ii Medium Each 84.70

iii Fine / Nice Each 96.80

36 Oxalic Acid Kg 39.80

37 Tupentine Litre 26.60

38 Mansion polish 400 gram 159.00

39 Poly Sulphide Kg 181.00

40 Primer for expansion joints Kg 162.00

41 Filler material sq.m. 133.00

42 Bond Breaker RM 3.60

43 PVC Water Bar 150mm wide with singel bulb RM 271.00

44 Plain G.I. sheet 0.8mm thick (22 Gauge) sq.m. 332.00

45 Phil Plug Each 4.80

46 G.I. Screws

Page 11: Schedule of rates for construction works

i 30mm x 6mm Each 1.20

ii 19mm x 6mm Each 0.75

47 G.I. Limpet / Cup Washers Each 1.75

48 Bitumen washers 15mm dia Each 1.20

49 Asbestos Cement pipe - 100mm dia 3 RM 133.35

50 A.C. shoe - 100mm dia Each 42.40

51 A.C. Bend - 100mm dia Each 48.50

52 A.C. Cylindrical Cowl - 100mm dia Each 72.75

53 C.I. Brackets for A.C. pipe 100mm dia Each 19.95

54 C.I. Grating - 100mm dia Each 29.30

55 Asbestos cement fully corrugated sheet - 6mm

thick

sq.m. 175.50

56 Asbestos cement plain sheet

i 6mm thick sq.m. 157.60

ii 4mm thick sq.m. 109.10

Page 12: Schedule of rates for construction works

57 Asbestos cement adjustable ridges Pair 181.85

58 G.I. "J" or "L" Bolts with nuts 6mm Dia Each 3.60

59 Steel - special extruded sections for steel windows

and ventilators conforming to I.S.S. 7452 / 1990

including Fabrication charges

Kg 63.30

60 CRCA pressed steel Box section 18 Gauge or

1.25mm thick for Door frames including providing

holes and fixing wooden blocks for fixing furniture

and fittings

a With one coat of Red oxide priming coat. RM 427.00

b With powder coated primer RM 455.00

61 Aluminium extruded sections (for Doors, windows,

ventilartors, partitions, false ceiling etc.) including

charges for Anodising for 15 micron thickness -

a Natural colour matt finish. Kg 292.00

b With powder coating of any colours. Kg 312.00

62 Alumninum Extruded Box Section for Staircase

Hand Rails including charges for Adnodising for 15

micron thickness - Natural colour matt finish

Kg 298.00

63 Rubber beading for aluminium glazed doors RM 36.30

64 Rubber beading for aluminium glazed windows. RM 27.80

65 PVC / Woollen felt for aluminium doors 6mm thick RM 8.45

66 Pivot for Aluminium Door Set 145.20

67 Hydraulic Door closer of various sizes of approved

quality using Aluminium Extruded section body

tubular type universal hydraulic door closer with

double speed adjustment like HARDWYN (make)

'GAZEL' (or) equivalent (with ISI Monogram)

Each 867.30

Page 13: Schedule of rates for construction works

68 Hydraulic Floor springs of various sizes double

acton hydraulic floor sping of approved quality,

brand, manufacture asper BIS standards for doors

including cost of cutting floors as required,

embedding in to floors and Stainles Steel Cover

plates with Aluminium Pivet and single piece M.S.

sheet outer box with side plate etc., capaple of

taking upto 130 Kg. weight from door shutter, like

HARDWYN make (U-32) or its euivalent with ISI

monogram.

Each 2079.00

69 Lock for Aluminium doors Each 238.70

70 Lock for Aluminium sliding windows Each 59.40

71 Aluminium Grill of standard pattern (diamond

shape) - 10mm thick including 'F' (or) 'H' Section.

sq.m. 1870.00

72 Aluminium Grill of standard pattern (diamond

shape) - 6mm thick including 'F' (or) 'H' Section.

sq.m. 1512.50

73 Bolts and Nuts 10mm dia for false ceiling Each 5.25

74 Rawl Plugs for false ceiling Each 8.40

75 PVC Roller for sliding windows Each 13.30

76 Synthetic Resin - Fevicol or equivalent (Phenol

Formal Dehide based Resin)

Kg 181.50

77 Butt Hinges with nylon washers of various sizes.

Length and width (with required screws).

a 125mm x 30mm Each 69.85

b 100mm x 30mm Each 56.10

c 75mm x 30mm Each 38.50

d 50mm x 30mm Each 31.10

78 Tower Bolts of various lengths and diameter (with

required screws)

a 400mm long and 12mm dia Each 132.00

b 300mm long and 12mm dia Each 101.60

c 250mm long and 12mm dia Each 76.20

d 200mm long and 12mm dia Each 64.05

e 150mm long and 12mm dia Each 50.60

f 100mm long and 10mm dia Each 44.40

g 75mm long and 10mm dia Each 31.10

79 Aldrops of following lengths and diameter with

required screws, bolts and nuts.

Page 14: Schedule of rates for construction works

a 300mm long and 16mm dia Each 183.70

b 250mm long and 16mm dia Each 158.40

c 200mm long and 16mm dia Each 107.25

d 200mm long and 12mm dia Each 89.10

80 Handles "D" type of various sizes with required

screws

a 200mm long Each 56.50

b 150mm long Each 50.60

c 100mm long Each 31.10

81 Ornamental handles of various sizes with required

screws

a 200mm long Each 152.35

b 150mm long Each 101.60

c 100mm long Each 56.10

82 Aluminium door stopper with rubber bush with

required screws

Each 44.40

83 Rubber bush - 40 mm dia and 60 mm long with

required screws

Each 24.20

84 Mortice Lock-(Godrej or equivalent) with required

screws with 3 Keys

a With night latch Each 509.30

b Without night latch Each 380.60

c Wire nails Kg 60.50

85 Teakwood beading

a 15mm x 12mm RM 14.40

b 35mm x 12mm RM 36.30

86 Teakwood Beading (ordinary)

a 30mm x 12mm RM 30.00

b 25mm x 12mm RM 24.20

87 Teakwood beading - Ornamental / design

a 40mm x 12mm RM 84.70

b 40mm x 15mm RM 96.80

c 25mm x 12mm RM 66.00

d 15mm x 12mm RM 45.50

88 Medium Desity Fibre (MDF) Board - Exterior

Grade, Both sides pre-lamiated including external

lipping with kiln dried soft wood 35mm thick

sq.m. 1936.00

Page 15: Schedule of rates for construction works

89 Medium Density Fibre (MDF) Board - exterior

Grade - Both sides pre-laminated, 12mm thick

sq.m. 935.00

90 MDF Board exterior Grade - Plain including

external lipping with kiln dried soft wood

i 35mm thick sq.m. 1573.00

ii 30mm thick sq.m. 1452.00

91 Medium density fibre (MDF) Board 12 mm thick

Exterior grade - with melamine finish.

a One side melamine finish sq.m. 995.00

b Both sides melamine finish sq.m. 1116.00

92 Medium density fibre (MDF) board - Exterior grade

- Plain - With teak wook external lipping alround

a 35mm thick sq.m. 1694.00

b 30mm thick sq.m. 1512.00

93 Solid core Flush shutters with Teak ply on both

side with teak wook lipping alround 35 mm thick

sq.m. 1996.00

94 Solid core Flush shutters with Teak ply on one side

and commercial ply on other side with teak wook

lipping alround 35 mm thick

sq.m. 1754.00

95 Solid core Flush shutters with commercial ply on

both side with teak wook lipping alround 35 mm

thick

sq.m. 1512.00

96 Solid PVC door shutters using 19 Gauge 19mm MS

square tubes for styles and outer frames. 15mm

MS square tubes for top, lock and bottom rails.

The steel tubes shall be covered with 5mm thick

solid PVC sheets. Shutter using 5mm thick solid

PVC sheets for panelling shall rigidly fixed in

position including necessary furniture and fittings.

The over all size of styles shall be 50mm x 30mm.

The over all size of top rail, Lock rail and bottom

rail shall be 75mm x 30mm. The over all size of

frames shall be 50mm x 45mm, with suitable

rabate for housing the shutter.

a Solid panel PVC door with frame sq.m. 2875.00

b Solid panel PVC door without frame sq.m. 2425.00

Page 16: Schedule of rates for construction works

97a FRP door Sutter with FRP door frames made out of

FRP Sheets of 3mm thick of over all size 65mm x

50mm with rebate suitably reinforced using MS

Angle / Flats, cost of holdfasts and solid core FRP

shutter Panel of 5mm thick and hollow core frames

of 3m wall thickness for styles and rails etc., of

sizes specified by Engineers.

sq.m. 3755.00

b Excluding door frames sq.m. 3115.00

98a PVC panelled door shutters hollow type - 200 mm

x 20 mm panels with 1 mm wall thickness for

panels and styles and rails of suitable size with 2

mm wall thickness suitably reinforced using MS

Angle / Flat including cost of necessary Aluminium

hinges and other furniture fittings.

sq.m. 2055.00

b Excluding door frames sq.m. 1815.00

99 RCC door frame of 100mm x 65mm cross sectional

size with necessary rebate for housing the

shutters, manufactured with cement concrete of

grade not less than M20 using 10 mm and below

graded stone jelly and using steel reinforcement as

per C.E. (B) circular instructions.

RM 290.00

100 Stainless Steel (Salem Stainless Steel) Door Frame

(Box Section using Stainless Steel Plate of 1 mm

thick) of size 100 mm x 60 mm with a rebate of 30

/ 35 mm x 15 mm on one side of the frame

including supplying and fixing dovetail splayed end

stainless steel Hold fast etc.,

RM 908.00

101 Stainless Steel (Salem Stainless Steel) Door Frame

(Box Section using Stainless Steel Plate of 1.6mm

thick) of size 100mm x 60mm with a rebate of 30

/ 35mm x 15mm on one side of the frame

including supplying and fixing dovetail splayed end

stainless steel hold fast etc.,

RM 1270.00

102 Supplying and erecting pull and push type rolling

shutter with ISI make of approved size and section

using 18 GI sheet. The shutter shall be painted

with one coat of red oxide primer and the rate is

inclusive of hood covers, transportation charges

etc.,

A ROLLING SHUTTERS (WITH ISI MONOGRAM)

a Manually operated (up to 8 m2 area) sq.m. 2430.00

b Gear operated type (from 8 m2 to 12 m

2 area) sq.m. 2700.00

c Electrically operated type (exceeding 12m2 area) sq.m. 2940.00

B ROLLING GRILLS (WITH ISI MONOGRAM)

Page 17: Schedule of rates for construction works

a Manually operated (up to 8 m2 area) sq.m. 2480.00

b Gear operated (from 8 m2 to 12 m

2 area) sq.m. 2777.00

c Electrically operated (exceeding 12m2 area) sq.m. 3090.00

103 Barbed Wire - 10 Gauge - Two ply and four

pronged (Galvanised)

1 Kg or

6 RM

69.30

104 Chain link - 2" x 2" using 10 Gauge Galvanised

Iron Wire (of all sizes)

sq.m. 178.50

105 Pin Headed / Fluted / Figured Glass 3mm thick sq.m. 242.00

106 Plain Glass - 4mm thick sq.m. 326.70

107 Plain Sheet Glass - 5.5mm thick sq.m. 387.20

108 Metal screws (for Aluminium Doors, windows etc.)

i 75mm x 8mm Each 2.30

ii 38mm x 6mm Each 1.65

iii 19mm x 8mm Each 1.15

iv 19mm x 6mm Each 0.85

109 Cement paint (First quality) Kg 53.10

110 Oil Bound Distemper Kg 78.50

111 Acrylic Distermper Kg 90.60

112 Primer for Plastic Emulsion paint Litre 156.75

113 Plastic Emulsion paint (First quality) Litre 315.15

114 Wood Primer Litre 156.75

115 Synthetic Enamel paint for Wood work Litre 254.10

116 Red Oxide primer for Iron work Litre 145.50

117 Synthetic Enamel paint for Iron work Litre 242.55

118 G.I. Pipes "B" Class

i 65 mm dia RM 254.65

ii 50 mm Dia RM 218.30

iii 40 mm Dia RM 169.75

iv 32 mm Dia RM 157.60

v 25 mm Dia RM 133.35

vi 20 mm Dia RM 102.80

vii 15 mm Dia RM 72.75

119 G.I.Specials

A Union

i 50 mm Dia Each 277.20

Page 18: Schedule of rates for construction works

ii 40 mm Dia Each 205.55

iii 32 mm Dia Each 132.80

iv 25 mm Dia Each 102.80

v 20 mm Dia Each 72.75

vi 15 mm Dia Each 60.60

B G.I. Elbow

i 50 mm Dia Each 133.35

ii 40 mm Dia Each 102.80

iii 32 mm Dia Each 90.60

iv 25 mm Dia Each 60.60

v 20 mm Dia Each 26.55

vi 15 mm Dia Each 16.70

C G.I. Bend

i 50 mm Dia Each 121.25

ii 40 mm Dia Each 90.60

iii 32 mm Dia Each 72.75

iv 25 mm Dia Each 54.25

v 20 mm Dia Each 24.25

vi 15 mm Dia Each 14.40

D G.I. TEE

i 50 mm Dia Each 145.50

ii 40 mm Dia Each 114.90

iii 32 mm Dia Each 102.80

iv 25 mm Dia Each 84.85

v 20 mm Dia (30.00) Each 36.35

vi 15 mm Dia Each 30.00

E G.I. COUPLING

i 50 mm Dia Each 72.75

ii 40 mm Dia Each 60.60

iii 32 mm Dia Each 48.50

iv 25 mm Dia Each 30.00

v 20 mm Dia Each 16.70

vi 15 mm Dia Each 14.40

F G.I. REDUCER

i 50 mm x 40 mm Dia Each 97.00

Page 19: Schedule of rates for construction works

ii 40 mm x 32 mm Dia Each 72.75

iii 32 mm x 25 mm Dia Each 54.25

iv 25 mm x 20 mm Dia Each 30.00

v 20 mm x 15 mm Dia Each 21.30

vi 40 mm x 25 mm Dia Each 54.25

vii 32 mm x 20 mm Dia Each 42.10

G G.I. REDUCER ELBOW

i 50 mm x 40 mm Dia Each 114.90

ii 40 mm x 32 mm Dia Each 97.00

iii 32 mm x 25 mm Dia Each 72.75

iv 25 mm x 20 mm Dia Each 54.25

v 20 mm x 15 mm Dia Each 42.10

vi 40 mm x 25 mm Dia Each 75.75

vii 32 mm x 20 mm Dia Each 60.00

H G.I. REDUCER TEE

i 50 mm x 40 mm Dia Each 145.50

ii 40 mm x 32 mm Dia Each 121.25

iii 32 mm x 25 mm Dia Each 102.80

iv 25 mm x 20 mm Dia Each 78.50

v 20 mm x 15 mm Dia Each 72.75

vi 40 mm x 25 mm Dia Each 109.10

vii 32 mm x 20 mm Dia Each 84.85

I G.I. HEX NIPPLE

i 50 mm Dia Each 90.60

ii 40 mm Dia Each 72.75

iii 32 mm Dia Each 60.60

iv 25 mm Dia Each 45.60

v 20 mm Dia Each 36.35

vi 15 mm Dia Each 24.25

120 Gun Metal Gate Valve (Heavy Duty)

i 65 mm dia Each 1697.00

ii 50 mm Dia Each 1386.00

iii 40 mm Dia Each 1091.00

iv 32 mm Dia Each 848.00

v 25 mm Dia Each 663.00

Page 20: Schedule of rates for construction works

vi 20 mm Dia Each 392.00

Note: Gate Valves should be used only in

devlivery line to OHT scour pipe in OHT (for

cleaning of OHT) where pressure pumping is

involved. In all other cases only wheel valve

should be used.

121 Gun Metal Wheel Valve (Heavy Duty)

i 40 mm Dia Each 727.00

ii 32 mm Dia Each 574.00

iii 25 mm Dia Each 393.00

iv 20 mm Dia Each 271.00

v 15 mm Dia Each 193.00

122 Brass chromium plated screw down Tap 15 /

12mm Dia (Heavy Type)

Each 211.00

123 Chromium plated stop cock 15mm Dia Each 169.00

124 Brass chromium plateed pillar Tap (Heavy type)-

15/12mm Dia

Each 302.00

125 Brass chromium plated shower Rose - 100mm Dia Each 217.00

126 Wooden plug, clamp and screws Set 12.10

127 Shellac 100 gram 18.15

128 Thread Ball Each 3.60

129 Oriya Type Indian Water closet 580mm x 440mm

with "P" or "S" Trap

i White Set 1089.00

ii Colour Set 1390.00

130 European Water closet with "P" or "S" Trap with

Double Flapped seat and seat cover with Brass

Hinges and 10 litre capacity PVC low level flushing

tank with all internal fittings

i White Set 2785.00

ii Colour Set 3150.00

131 European water closet with "P" or "S" Trap with

Double falpped seat and seat cover with Brass

Hinges and 12.5 litre capacity porcelin low level

flushing tank with all internal fittings

i White Set 3925.00

ii Colour Set 4730.00

Page 21: Schedule of rates for construction works

132 Wash Hand Basin of size 550mm x 400mm with all

accessories such as cast iron brackets, 32mm dia

C.P. waste coupling, rubber plug and chain, 32mm

dia 'B' Class G.I. waste pipe, 15mm dia G.M. wheel

valve, 15mm dia nylon connection, 15mm dia

brass nipples, 15mm C.P. pillar tap etc.

i White without pedastal Set 1510.00

ii White with pedastal Set 1815.00

iii Colour without pedastal Set 2024.00

iv Colour with pedastal Set 2235.00

133 White Porcelin Sink of size 600mm x 450mm x

200mm with 32mm dia 'B' Class G.I. waste water

pipe and 32mm dia C.P. waste coupling.

Set 1936.00

134 Cuddapah Slab Sink of size 600mm x 450mm x

200mm with 32mm dia 'B' Class G.I. waste water

pipe & 32mm dia C.P. waste coupling.

Set 663.00

135 Cuddapah Slab Sink of size 600mm x 600mm x

200mm with 32mm dia 'B' Class G.I. waste water

pipe & 32mm dia C.P. waste coupling.

Set 877.00

136 Lipped Mouth Porcelin Flat Back Urinal with all

accessories such as 32mm dia Bell mouth PVC

connection, 15mm dia G.M. wheel value, 15mm

dia 'B' Class G.I. waste water pipe, 15mm dia

nylon connection, 15 mm dia brass nipple etc.,

i White Set 847.00

ii Colour Set 970.00

137 Porcelin soap dish of size 150mm x 150mm x

50mm

i White Each 178.00

ii Colour Each 242.00

138 Brass chromium plated soap tray of size 150mm x

100mm

Each 149.00

139 Brass chromium plated towel rail 60cm long and

20mm dia with brackets

Set 242.00

140 Anodised Aluminium Towel Rail 60cm long and

20mm dia with Brackets.

Set 121.00

141 PVC / Fibre Glass framed 5.5mm thick mirror,

shelf type with Hard Board Backing

i 600mm x 450mm Each 449.00

Page 22: Schedule of rates for construction works

ii 500mm x 400mm Each 363.00

142 Stone ware gully trap of size 150mm x 100m with

cast Iron Double Gratings

Each 169.00

143 Cast Iron Nahini / Floor Trap with stainless

Steel Grating

i 100mm x 75mm Each 277.00

ii 75mm x 50mm Each 217.00

144 PVC Nahini / Floor Trap with PVC Grating

i 100mm x 75mm Each 150.00

ii 75mm x 50mm Each 132.00

145 First Quality cast Iron pipe

i 150mm Dia RM 1004.00

ii 100mm Dia RM 606.00

iii 75mm Dia RM 485.00

iv 50mm Dia RM 344.00

146 First Quality cast Iron Specials

A Plain Bend

i 150mm Dia Each 545.00

ii 100mm Dia Each 266.00

iii 75mm Dia Each 205.00

iv 50mm Dia Each 157.00

B Bend with Door

i 150mm Dia Each 630.00

ii 100mm Dia Each 320.00

iii 75mm Dia Each 266.00

iv 50mm Dia Each 211.00

C Plain TEE

i 150mm Dia Each 1091.00

ii 100mm Dia Each 484.00

iii 75mm Dia Each 332.00

iv 50mm Dia Each 229.00

D TEE with Door

i 150mm Dia Each 1151.00

ii 100mm Dia Each 557.00

iii 75mm Dia Each 387.00

iv 50mm Dia Each 278.00

Page 23: Schedule of rates for construction works

E "Y" Junction with Door (single)

i 150mm Dia Each 1212.00

ii 100mm Dia Each 606.00

iii 75mm Dia Each 423.00

iv 50mm Dia Each 302.00

F "Y" Junction with Door (Double)

i 150mm Dia Each 1333.00

ii 100mm Dia Each 678.00

iii 75mm Dia Each 509.00

G COWL

i 150mm Dia Each 332.00

ii 100mm Dia Each 199.00

iii 75mm Dia Each 133.00

iv 50mm Dia Each 102.00

147 Stone Ware Pipe

i 150mm Dia Each

(0.6.RM)

96.50

ii 100mm Dia Each

(0.6.RM)

60.00

148 Stone ware specials

A Stone ware TEE

i 150mm Dia Each 157.00

ii 100mm Dia Each 121.00

B Stone Ware Bend

i 150mm Dia Each 133.00

ii 100mm Dia Each 96.00

C Stone ware "Y" Junction

i 150mm Dia Each 162.00

ii 100mm Dia Each 121.00

149 Spun Yarn Kg 12.00

150 Hemp Yarn Kg 10.80

151 Gunny Tape / Kithan sq.m. 10.80

152 Tar Kg 38.75

153 Bitumen Felt 15 mm thick pad sq.m. 242.00

154 Supplying, fabricating, erecting and fixing gyp

board false ceiling upto a ceiling height of 4.5m

from floor level.

Page 24: Schedule of rates for construction works

a Using plain sheets (10mm thick) sq.m. 727.00

b Using perforated sheets (10mm thick) sq.m. 944.00

155 Supplying and laying Glass wool for insulation

including necessary packing materials.

a Using 50mm thick Glass wool sq.m. 372.00

b Using 25mm thick Glass wool sq.m. 199.00

WATER SUPPLY AND SANITARY ARRANGEMENTS

156PVC ITEMS FINOLEX (OR) EQUIVALANT

(WITH ISI MONOGRAM)

1 4 kg. per cm2

a 50 mm Dia RM 54.20

b 63 mm Dia RM 78.50

c 75 mm Dia RM 109.10

d 90 mm Dia RM 127.00

e 110 mm Dia RM 169.70

f 160 mm Dia RM 351.00

156PVC ITEMS FINOLEX (OR) EQUIVALANT

(WITH ISI MONOGRAM)

1 6 kg. per cm2

a 50 mm Dia RM 84.80

b 63 mm Dia RM 114.80

c 75 mm Dia RM 163.30

d 90 mm Dia RM 194.00

e 110 mm Dia RM 254.60

f 160 mm Dia RM 497.00

156PVC ITEMS FINOLEX (OR) EQUIVALANT

(WITH ISI MONOGRAM)

10 kg. per

cm2

1

a 15 mm Dia RM 14.40

b 20 mm Dia RM 21.30

c 25 mm Dia RM 36.30

d 32 mm Dia RM 54.20

e 40 mm Dia RM 84.80

f 50 mm Dia RM 127.00

Note (1) For Rainwater down fall pipe works, only PVC

Pipe of working Pressure of 4 kg. per sq.cm.

shall be adopted.

PVC Pipes

PVC Pipes

PVC Pipes

Page 25: Schedule of rates for construction works

(2) For Sanitary arrangement items of works, only

PVC Pipe of working Pressure of 6 kg. per sq.cm.

shall be adopted.

(3) For Water Supply arrangement items of

works, only PVC Pipe of working Pressure of 10

kg. per sq.cm. shall be adopted.

157 PVC Specials for water supply arrangements

A Coupler

a 15 mm Dia Each 3.60

b 20 mm Dia Each 4.15

c 25 mm Dia Each 4.80

d 32 mm Dia Each 6.05

e 40 mm Dia Each 9.00

f 50 mm Dia Each 12.10

B Elbow

a 15 mm Dia Each 5.35

b 20 mm Dia Each 6.05

c 25 mm Dia Each 8.45

d 32 mm Dia Each 12.10

e 40 mm Dia Each 16.90

f 50 mm Dia Each 24.20

C BEND

a 15 mm Dia Each 6.05

b 20 mm Dia Each 7.25

c 25 mm Dia Each 9.65

d 32 mm Dia Each 14.40

e 40 mm Dia Each 19.35

f 50 mm Dia Each 30.25

D Tee

a 15 mm Dia Each 7.25

b 20 mm Dia Each 8.45

c 25 mm Dia Each 12.10

d 32 mm Dia Each 14.50

e 40 mm Dia Each 24.20

f 50 mm Dia Each 36.30

E End Cap

Page 26: Schedule of rates for construction works

a 15 mm Dia Each 3.60

b 20 mm Dia Each 4.80

c 25 mm Dia Each 6.05

d 32 mm Dia Each 7.25

e 40 mm Dia Each 11.40

f 50 mm Dia Each 15.70

F Reducer

a 20 mm x 15 mm Each 4.80

b 25 mm x 20 mm Each 5.35

c 32 mm x 25 mm Each 8.45

d 40 mm x 32 mm Each 11.40

e 50 mm x 40 mm Each 19.35

G Reducer Tee

a 20 mm x 15 mm Each 7.25

b 25 mm x 20 mm Each 8.45

c 32 mm x 25 mm Each 12.10

d 40 mm x 32 mm Each 14.50

e 50 mm x 40 mm Each 24.20

H Reducer Elbow

a 20 mm x 15 mm Each 6.05

b 25 mm x 20 mm Each 7.25

c 32 mm x 25 mm Each 9.65

d 40 mm x 32 mm Each 12.10

e 50 mm x 40 mm Each 18.15

J Jet Nipple

a 25 mm Dia Each 15.70

b 32 mm Dia Each 20.55

158 PVC SPECIALS FOR SANITARY ARRANGEMENTS

FINOLEX (OR) EQUIVALENT (WITH ISI

MONOGRAM)

"O" Ring

Jointing

A Elbow

a 75 mm Each 66.30

b 90 mm Each 84.80

c 110 mm Each 102.70

d 160 mm Each 114.80

B Door Elbow

Page 27: Schedule of rates for construction works

a 75 mm Each 84.80

b 90 mm Each 109.10

c 110 mm Each 133.20

d 160 mm Each 157.60

C Tee

a 75 mm Each 90.60

b 90 mm Each 114.80

c 110 mm Each 151.20

d 160 mm Each 169.70

D Tee with Door (Single)

a 75 mm Each 114.80

b 90 mm Each 139.10

c 110 mm Each 175.50

d 160 mm Each 211.80

E Tee with Door (Double)

a 75 mm Each 145.50

b 90 mm Each 199.70

c 110 mm Each 242.50

d 160 mm Each 278.80

F Bend

a 75 mm Each 72.70

b 90 mm Each 90.60

c 110 mm Each 109.10

d 160 mm Each 121.10

G "Y"

a 75 mm Each 97.00

b 90 mm Each 121.10

c 110 mm Each 157.60

d 160 mm Each 175.50

H "Y" with Door (single)

a 75 mm Each 114.80

b 90 mm Each 145.50

c 110 mm Each 194.00

d 160 mm Each 224.00

I "Y" with Door (Double)

Page 28: Schedule of rates for construction works

a 75 mm Each 157.60

b 90 mm Each 211.80

c 110 mm Each 254.60

d 160 mm Each 308.00

J Double Tee with Door (Single)

a 75 mm Each 199.70

b 90 mm Each 230.30

c 110 mm Each 271.30

d 160 mm Each 303.10

K Double "Y" with Door (single)

a 75 mm Each 218.20

b 90 mm Each 242.50

c 110 mm Each 278.80

d 160 mm Each 339.50

L Reducer

a 75 mm x 63 mm Each 66.30

b 110 mm x 63 mm Each 84.80

c 110 mm x 75 mm Each 97.00

d 110 mm x 90 mm Each 109.00

f 160 mm x 110 mm Each 127.00

M Shoe

a 110 mm dia Each --

b 160 mm dia Each --

N Vent Cowl

a 50 mm dia Each --

b 75 mm dia Each --

c 110 mm dia Each --

159 PVC AND HDPE PIPES FOR BORE WELLS

A Special Blue Pipes for Bore Well

a 110 mm dia RM --

b 125 mm dia RM --

c 140 mm dia RM --

d 160 mm dia RM --

B Special Blue Slotted Pipes for Bore Wells

a 110 mm dia RM --

Page 29: Schedule of rates for construction works

b 125 mm dia RM --

c 140 mm dia RM --

d 160 mm dia RM --

C End Cap for Bore Well

a 110 mm dia Each --

b 125 mm dia Each --

c 140 mm dia Each --

d 160 mm dia Each --

D HDPE PIPES FOR SUB-MERSIBLE PUMP IN BORE

WELL Class-5 1 MPa or 10 kg. / cm2 pressure)

a 20 mm dia RM --

b 25 mm dia RM --

c 32 mm dia RM --

d 40 mm dia RM --

e 50 mm dia RM --

OTHER ITEMS :

160 PVC screw down tap heavy type 20 mm dia Each --

161 PVC screw down tap heavy type 15 mm dia Each --

162 PVC Adhesive (solution) 100 gm --

163 PVC low level flushing tank with all internal fittings

- (wall mounting type)

a White - 10 litre capacity Set --

b White - 7.5 litre capacity Set --

c Colour - 10 litre capacity Set --

d Colour - 7.5 litre capacity Set --

164 PVC Water Tank Litre --

NEW ITEMS

Hire charges for polishing machinery Day 173.25

Electrical charges Unit 9.90

Marbonite (Vitrified) Tiles of size 600 x 600 x 8mm sq.m. 990.00

Pre-polished concrete anti-skid step tiles of 20mm

thick

sq.m. 531.00

Teak wood plug Each 1.15

Teak wood plug (50 x 50 x 100mm) Each 5.75

Welding charges

Page 30: Schedule of rates for construction works

50mm Each 1.70

40mm Each 1.35

Add for painting / tarring for Hex Nipple Each 2.30

Brass Screws (30 x 6mm) Each 2.30

Brass Screws (75 x 10mm) Each 4.60

CI Brackets for fixing the sink Set 115.00

Squatting Urinal Set 462.00

Manhole Cover 60 x 60cm (heavy duty) with frame Each 2079.00

Special clamp, teak wood plugs and screws Set 23.00

PVC clamp, teak wood plugs and screws Set 9.20

Colour designed glazed tiles 300 x 200 x 6mm Each 31.10

Swan Neck Tap Each 259.00

Labour charges for fixing cuddapah slab to cup-

board

sqm 34.65

RATES FOR MATERIALS: ELECTRICAL LAMPS, FITTINGS

AND CONNECTED ACCESSORIES.

PART - A

1INCANDESCENT BULBS 230V / 250V GRADE B.C / E.S

WITH ISI

a 15 Watts Each

b 25 Watts Each

c 40 Watts Each

d 60 Watts Each

e 100 Watts Each

f 200 Watts Each

2INCANDESCENT BULB 230V/250V GRADE B.C/E.S

Colour 15 Watts Each

11.00

11.00

11.00

11.00

RATES OF ELCTRICAL ITEMS OF WORKS

11.00

22.00

13.50

Page 31: Schedule of rates for construction works

3 Blended Lamp 160 Watts Each

3aPLLAMP (PHILIPS / OSRAM)

a 9 Watts Each

b 11 Watts Each

c 18 Watts Each

d 36 Watts Each

4FLUORESCENT TUBULAR LAMPS WITH ISI MARK.

a Cool Day light 2 Ft.20 Watts Each

b Cool Day light 4 Ft.40 Watts Each

c Cool Day light 4 Ft.36 Watts Each

5MERCURY VAPOUR DISCHARGE LAMP 230V GRADE 3 PIN

BC

a 80 Watts Each

b 125 Watts Each

c 250 Watts Each

d 400 Watts Each

6 BOX TYPE SINGLE FLUORESCENT FITTING WITH COPPER

CHOKE AND CONDENSOR COMPLETE WITH ISI MARK.

a 4. Ft 40 Watts with ballast. Each

b 4 Ft. 40 Watts Box type with Ballast.

(Philips / Crompton / Wipro)

Each

7 BOX TYPE TWIN FLUORESCENT FITTING WITH COPPER

CHOKE AND CONDENSOR (HPF) COMPLETE WITH ISI

MARK.

a 4 Ft. 40 Watts Each

b 4 Ft. 40 Watts Box type of

(Philips / Crompton) with Ballast.

Each

8 INDUSTRIAL TYPE FLUORESCENT FITTING STOVE

ENAMELLED WITH COPPER CHOKE AND CONDENSOR

(HPF) 4' 40 W

a Single type suitable for 1 No.tube Each

b Twin type suitable for 2 Nos. tube Each

41.50

154.00

41.50

40.50

266.00

82.50

88.00

138.50

689.00

353.00

519.00

663.00

865.00

975.00

1200.00

191.00

200.00

489.00

Page 32: Schedule of rates for construction works

9 DECORATIVE AND SINGLE FLUORESCENT TYPE FITTING

WITH COPPER CHOKE & CONDENSOR (HPF) COMPLETE

SUITABLE FOR ONE NUMBER FLUORESCENT TUBE WITH

ISI MARK

a 4 Ft. 40 Watts with Perspex

10 DECORATIVE TWIN FLUORESCENT TYPE FITTING WITH

COPPER CHOKE & CONDENSOR COMPLETE SUITABLE

FOR 2 NOS. FLUORESCENT TUBES

a 4' 40 W Twin Mirror optic Recessed mounting

fitting.

Each

b 4' 40 W Twin Mirror optic Suspension type fitting.

(Philips / Crompton / Wipro)

Each

c 4'40 W Twin Mirror optic Recessed mounting type

Philips / Crompton / wipro.

Each

11 SINGLE TYPE STREET LIGHT FLUORESCENT FITTING

SUITABLE FOR THE ONE NO. FLUORESCENT TUBE WITH

COPPER CHOKE & CONDENSOR COMPLETE

a 4 Ft. 40 Watts type Each

12 TWIN TYPE STREET LIGHTS FLUORESCENT FITTING

SUITABLE FOR 2 NOS. FLUORESCENT TUBES WITH

COPPER CHOKE & CONDENSOR COMPLETE

a 4 Ft. 40 Watts type Each

13 POST TOP LANTERN FITTING OF (INTEGRAL TYPE WITH

COPPER CHOKE & CONDENSOR & NECESSARY

ACCESSORIES (PHILIPS / CROMPTON GREAVES /

WIPRO) (SPHERICAL / RIBBED / CONICAL ACRYLIC

COVER)

a Suitable for 125 Watts M.V. Lamp Each

b Suitable for 70 Watts S.V. Lamp Each

c Post top lantern fitting with S.C. holder suitable for

160W blended lamp / incandescent lamp

Each

14 STARTERS FOR FLUORESCENT TUBES

a Starters of capacity 20 Watts Each

b Starters of capacity 40 Watts Each

15 POLYSTER FILLED COPPER CHOKE 250V / 50HZ GRADE

SUITABLE FOR (Philips / Crompton / Wipro)

a 20 Watts fluorescent tube Each

b 40 Watts fluorescent tube Each

Deleted

3770.00

2060.00

1680.00

330.00

2220.00

740.00

995.00

3580.00

11.00

11.00

196.00

196.00

Page 33: Schedule of rates for construction works

c 36 / 40W Electronic ballast for flu. Tube

(Philips / Crompton)

Each

d 36 / 40W Electronic ballast for flu. Tube

(Indo Asean / Equivalent)

Each

16 CONDENSOR FOR S.V. / M.V. LAMP

a 8 Mfd for 80 Watts Bulb Each

b 10 Mfd for 125 Watts Bulb Each

c 15 Mfd for 250 Watts Bulb Each

d 20 Mfd for 400 Watts Bulb Each

17 Battern type Bakelite Holder for lamp Each

18 Water tight bulk head fitting suitable for 100 / 60

Watts lamp with guard heavy type (PHILIPS /

BAJAJ / CROMPTON GREAVES)

Each

19 Ceiling Rose Each

20 a Ceiling fixtures 250 / 300 mm complete with

Gallery etc. Clear glass opac / crystal suitable for

40 / 60 Watts Bulb.

Each

b. Ceiling luminaire with mirror optics suitable for 2

Nos. 9 watts / 11 watts (Philips / Crompton /

Bajaj)

Each

(For Items 6 to 13, 20 & 22, the rates are exclusive of

cost of tubes and lamps)

21 Fan clamp (dia 12mm) with 6mm MS side plates &

45 cm cross arm

Each

22 CALL BELLS

a Call bell / Buzzer 6 mm suitable for AC / DC Each

b Push bell Each

c Gong bell 9" size suitable for 250V Each

d Gong bell 12" size suitable for 250V Each

23 WATER HEATER WITH I.S.I MARK

a Automatic Electrical Water Heater with copper

container, with Glass Wool / Puf insulation with MS

powder coated shell suitable for 25 Litres capacity

230V / 1000W

Each

148.30

198.00

132.00

324.00

264.00

124.50

273.00

19.80

330.00

16.50

195.00

1230.00

716.00

5770.00

49.50

19.80

495.00

Page 34: Schedule of rates for construction works

b Automatic Electrical Water Heater with copper

container, with Glass Wool / Puf insulation with MS

powder coated shell suitable for 25 Litres capacity

230V / 1000W (Venus / Racold)

Each

c Automatic Electrical Water Heater with copper

container, with Glass Wool / Puf insulation with MS

powder coated shell suitable for 35 Litres capacity

230V / 1000W

Each

d Automatic Electrical Water Heater with copper

container, withGlass Wool / Puf insulation with MS

powder coated shell suitable for 35 Litres capacity

230V / 1000W (Venus / Racold)

Each

PART "B"

I FANS - CONFORMING TO ISS 374 / 1979.

a A.C Ceiling fan complete 1200 mm (48") sweep

with 300mm Down rod. (without regulator)

Each

b A.C Ceiling fan complete 1400 mm (56") sweep

with 300mm Down rod. (without regulator)

Each

c Stepped electronic 300W / 450W square type fan

regulator (Anchor Deluxe / Equivalent)

Each

d Dimmer type electronic 300W / 450W square type

fan regulator (Anchor Deluxe / Equivalent)

Each

e A.C. Ceiling fan complete 1200mm (48") sweep

with 300mm Down rod (without regulator)

(Crompton make)

Each

f A.C. Ceiling fan complete 1400mm (56") sweep

with 300mm Down rod (without regulator)

(Crompton make)

Each

II EXHAUST FANS

a A.C Exhaust Fan 225mm (9") sweep (Light duty) Each

b A.C Exhaust Fan 300mm (12") sweep (Light duty) Each

c A.C Exhaust Fan 375mm (15") sweep (Light duty) Each

d A.C Exhaust Fan 450mm (18") sweep (Light duty) Each

e A.C Exhaust Fan 375mm (15") sweep (Heavy

duty)

Each

f A.C Exhaust Fan 450mm (18") sweep (Heavy

duty)

Each

III LOUVER SHUTTERS ARRANGEMENTS

224.00

179.00

7790.00

6690.00

8950.00

1320.00

1415.00

1495.00

1615.00

1220.00

1395.00

1440.00

2020.00

2650.00

3300.00

Page 35: Schedule of rates for construction works

a M.S / Fibre Louvers shutters arrangements for 300

mm A.C Exhaust Fan.

Each

b M.S / Fibre Louvers shutters arrangements for 375

mm A.C Exhaust Fan.

Each

c M.S / Fibre Louvers shutters arrangements for 450

mm A.C Exhaust Fan.

Each

PART "C"

I SWITCHES

a 5 Amps (flush type) Dozen

b 5 Amps (Flush type staircase) Dozen

II DOUBLE POLE SWITCHES (GEM / HPL / HAVELLS /

EQUIVALENT)

a 16 Amps DP switch with metal clad (Front handle) Each

b 32 Amps DP switch with metal clad (Front handle) Each

c 16 Amps DP switch with metal clad (side handle). Each

d 32 Amps DP switch with metal clad (side handle) Each

III A TRIPLE POLE SWITCHES (side Handle) (Standard / HPL /

Havell's / Equivalent)

a 100 Amps TPN Switch with HRC fuses sheet steel

double break

Each

b 125 Amps TPN Switch with HRC fuses sheet steel

double break

Each

c 200 Amps TPN Switch with HRC fuses sheet steel

double break

Each

d 315 Amps TPN Switch with HRC fuses sheet steel

double break

Each

e 400 Amps TPN Switch with HRC fuses sheet steel

double break

Each

f 16 Amps TPN Metal clad switch with rewirable fuse

units.

Each

g 32 Amps TPN Metal clad switch with rewirable fuse

units.

Each

h 63 Amps TPN Metal clad switch with rewirable fuse

units.

Each

264.00

280.00

6690.00

313.00

203.00

253.00

3270.00

476.00

975.00

394.00

885.00

7330.00

9470.00

13500.00

17300.00

1015.00

1500.00

Page 36: Schedule of rates for construction works

i 100 Amps Metal clad switch with rewirable fuse

units.

Each

j 200 Amps metal clad switch with rewirable fuse

units.

Each

IV A SWITCH DISCONNECTOR FUSE UNITS IN SHEET STEEL

ENCLOSURE (SDF) (L & T / SIEMENS)

1 63A TPN switch disconnector fuse units in sheet

steel enclosure with HRC fuses Double break.

Each

2 100A TPN switch disconnector fuse units in sheet

steel enclosure with HRC fuses Double break.

Each

3 125A TPN switch disconnector fuse units in sheet

steel enclosure with HRC fuses Double break.

Each

4 200A TPN switch disconnector fuse units in sheet

steel enclosure with HRC fuses Double break.

Each

5 250A TPN switch disconnector fuse units in sheet

steel enclosure with HRC fuses Double break.

Each

6 315A TPN switch disconnector fuse units in sheet

steel enclosure with HRC fuses Double break.

Each

7 400A TPN switch disconnector fuse units in sheet

steel enclosure with HRC fuses Double break.

Each

IV B SWITCH DISCONNECTOR FUSE UNITS IN OPEN

EXECUTION (INTERIOR FOR CUBICAL) (L & T /

SIEMENS)

1 63A TPN switch disconnector fuse units interior

only with HRC fuses Double break.

Each

2 100A TPN switch disconnector fuse units interior

only with HRC fuses Double break.

Each

3 125A TPN switch disconnector fuse units interior

only with HRC fuses Double break.

Each

4 200A TPN switch disconnector fuse units interior

only with HRC fuses Double break.

Each

5 250A TPN switch disconnector fuse units interior

only with HRC fuses Double break.

Each

6 315A TPN switch disconnector fuse units interior

only with HRC fuses Double break.

Each

6430.00

11400.00

14300.00

8200.00

10300.00

12850.00

15400.00

17700.00

2730.00

4970.00

6770.00

8740.00

9750.00

4130.00

6950.00

Page 37: Schedule of rates for construction works

7 400A TPN switch disconnector fuse units interior

only with HRC fuses Double break.

Each

V FUSE UNITS (Anchor / Equivalent)

a 16 Amps Porcelain Fuse unit (500V) Each

b 32 Amps Porcelain Fuse unit (500V) Each

c 63 Amps Porcelain Fuse unit (500V) Each

d 100Amps Porcelain Fuse unit (500V) Each

e 200 Amps Porcelain Fuse unit (500V) Each

VI SINGLE PHASE DBS (GEM / Equivalent)

a 4 Way DB 16 Amps / Way with fuse & Neutral each

(250V)

Each

b 6 Way DB 16 Amps / Way with fuse & Neutral each

(250V)

Each

c 8 Way DB 16 Amps / Way with fuse & Neutral each

(250V)

Each

VII THREE PHASE DBS (GEM / Equivalent)

a 4 Way TPDB 16A / Way with fuse & Neutral link Each

b 6 Way TPDB 16A / Way with fuse & Neutral link Each

c 8 Way TPDB 16A / Way with fuse & Neutral link Each

d 4 Way TPDB 32A / Way with fuse & Neutral link Each

e 6 Way TPDB 32A / Way with fuse & Neutral link Each

f 8 Way TPDB 32A / Way with fuse & Neutral link Each

g 4 Way TPDB 63A / Way with fuse & Neutral link Each

h 6 Way TPDB 63A / Way with fuse & Neutral link Each

VIII CHANGE OVER SWITCHES (GEM / HAVELL'S / HPL /

STANDARD / EQUIVALENT)

a 16 Amps three phase 500V 4 pole Change over

switch

Each

b 32 Amps three phase 500V 4 pole Change over

switch

Each

c 63 Amps three phase 500V 4 pole Change over

switch

Each

d 100 Amps three phase 500V 4 pole Change over

switch

Each

892.00

16900.00

55.00

97.50

218.00

392.00

634.00

529.00

719.00

1700.00

3710.00

2085.00

2860.00

3460.00

2640.00

3520.00

4460.00

6160.00

7930.00

1440.00

5900.00

Page 38: Schedule of rates for construction works

e 200 Amps three phase 500V 4 pole Change over

switch

Each

PART "D"

I a 5 Amps 3 pin & 2 pin combined flush type wall

socket only.

Each

b 5 Amps / 15 Amps 3 pin flush type wall socket

only.

Each

c 5 Amps 3 pin Top Each

d 15 Amps 3 pin Top Each

e 15 Amps Flush type switch Each

f 10 Amps M.C plug with 3 pin top Each

g 20 Amps M.C plug with 3 pin top Each

II A SINGLE PHASE WATT HOUR METERS (HPL / Equivalent)

a A.C single phase 230V / 250V / 50 HZ 5 Amps

Watt Hour Meter.

Each

b A.C single phase 230V / 250V / 50 HZ 10 Amps

Watt Hour Meter.

Each

c A.C single phase 230V / 250V / 50 HZ 20 Amps

Watt Hour Meter.

Each

II B THREE PHASE WATT HOUR METERS (Anchor /

Equivalent)

a A.C 3 phase 400V 50HZ unbalanced load 4 wire 10

Amps watt hour meter.

Each

b A.C 3 phase 400V 50HZ unbalanced load 4 wire 25

Amps watt hour meter

Each

c A.C 3 phase 400V 50HZ unbalanced load 4 wire 50

Amps watt hour meter

Each

PART "E"

I SERVICE CONNECTION ACCESSORIES L.T. 1100V PVC

ALUMINIUM ARMOURED UNDER GROUND CABLE WITH

ISI MARK.

a 2 Core 6 sq.mm PVC armoured UG cable Metre

b 2 Core 10 sq.mm PVC armoured UG cable Metre

c 2 Core 16 sq.mm PVC armoured UG cable Metre

d 2 Core 25 sq.mm PVC armoured UG cable Metre

55.40

64.60

11100.00

27.70

62.30

39.20

128.50

146.00

1100.00

1100.00

2270.00

2270.00

2880.00

97.30

118.50

207.00

236.00

1100.00

Page 39: Schedule of rates for construction works

e 31/2 Core 25 sq.mm PVC armoured UG cable Metre

f 31/2 Core 35 sq.mm PVC armoured UG cable Metre

g 31/2 Core 50 sq.mm PVC armoured UG cable Metre

h 31/2 Core 70 sq.mm PVC armoured UG cable Metre

i 31/2 Core 95 sq.mm PVC armoured UG cable Metre

j 31/2 Core 120 sq.mm PVC armoured UG cable Metre

k 31/2 Core 150 sq.mm PVC armoured UG cable Metre

l 31/2 Core 185 sq.mm PVC armoured UG cable Metre

m 31/2 Core 240 sq.mm PVC armoured UG cable Metre

n 31/2 Core 300 sq.mm PVC armoured UG cable Metre

o 31/2 Core 400 sq.mm PVC armoured UG cable Metre

p 4 Core 6 sq.mm PVC armoured UG cable Metre

q 4 Core 10 sq.mm PVC armoured UG cable Metre

r 4 Core 16 sq.mm PVC armoured UG cable Metre

II PVC INSULATED SINGLE CORE MULTI STRAND FIRE

RETARDANT FLEXIBLE COPPER CABLE WITH ISI MARK

CONFORMING TO IS:694/1990.

a 14 / 0.3 (1.0 sq.mm.) Metre

b 22 / 0.3 (1.5 sq.mm.) Metre

c 36 / 0.3 (2.5 sq.mm.) Metre

d 56 / 0.3 (4 sq.mm.) Metre

e 84 / 0.3 (6 sq.mm.) Metre

f 140 / 0.3 (10 sq.mm.) Metre

g 101 / 0.45 (16 sq.mm.) Metre

h 168 / 0.45 (25 sq.mm.) Metre

III CONDUCTOR

a Hard drawn copper conductor (Gauge No. 8&6) KG

b 14 SWG TC wire KG

c G.I.No.8 wire and No. 6 wire KG

1970.00

126.00

220.00

259.00

338.00

433.00

560.00

685.00

810.00

994.00

1255.00

1540.00

277.00

138.00

182.00

8.95

14.05

21.80

34.60

51.20

76.80

125.50

519.00

531.00

88.00

Page 40: Schedule of rates for construction works

IV CABLE GLANDS

a Cable gland suitable for 2 core 4sq.mm UG cable. Each

b Cable gland suitable for 2 core 6 sq.mm UG cable. Each

c Cable gland suitable for 2 core 10 sq.mm UG

cable.

Each

d Cable gland suitable for 2 core 16 sq.mm UG

cable.

Each

e Cable gland suitable for 2 core 25 sq.mm UG

cable.

Each

f Cable gland suitable for 31/2 core 25 sq.mm UG

cable.

Each

g Cable gland suitable for 31/2 core 35 sq.mm UG

cable.

Each

h Cable gland suitable for 31/2 core 50 sq.mm UG

cable.

Each

I Cable gland suitable for 31/2 core 70 sq.mm UG

cable.

Each

j Cable gland suitable for 31/2 core 95 sq.mm UG

cable.

Each

k Cable gland suitable for 31/2 core 120 sq.mm UG

cable

Each

l Cable gland suitable for 31/2 core 150 sq.mm UG

cable

Each

m Cable gland suitable for 31/2 core 185 sq.mm UG

cable

Each

n Cable gland suitable for 31/2 core 240 sq.mm UG

cable

Each

o Cable gland suitable for 31/2 core 300 sq.mm UG

cable

Each

p Cable gland suitable for 31/2 core 400 sq.mm UG

cable

Each

q Cable gland suitable for 31/2 core 500 sq.mm UG

cable

Each

r Cable gland suitable for 4 core 6 sq.mm UG cable Each

s Cable gland suitable for 4 core 10 sq.mm UG

cable.

Each

t Cable gland suitable for 4 core 25 sq.mm UG

cable.

Each

28.80

42.60

19.50

24.20

28.80

50.80

79.60

97.00

123.50

162.50

192.50

192.50

230.00

328.00

382.00

24.20

50.80

50.80

64.60

64.60

Page 41: Schedule of rates for construction works

V FUSE WIRE (COPPER)

a 5 Amps fuse wire KG

b 10 Amps fuse wire KG

c 20 Amps fuse wire KG

VI NEUTRAL LINK 15 AMPS

a 4 Way Neutral link Each

b 6 Way Neutral link Each

c 8 Way Neutral link Each

d 12 Way Neutral link Each

PART "F"

M.S.BOX WITH PAINTING (16 SWG)

a M.S.Box of size (100 x 100 x 75 mm) Each

b M.S.Box of size (150 x 100 x 75 mm) Each

c M.S.Box of size (200 x 150 x 75 mm) Each

d M.S. Box complete with Lock & Key arrangements

with painting of size (300 x 200 x 100mm)

Each

PART "G"

MS ANGLES

I a 11/2"x1

1/2"x

1/4" (37.5 x 37.5 x 6.24mm) (1M=3.25

kg)

KG

b 11/2" x 1

1/2" x

1/2" (37.5 x 37.5 x 12.5mm) KG

c 2" x 2" x 1/2" (50 x 50 x 12.5mm) KG

II ALUMINIUM FLAT

a Aluminium Flat (1" x 1/4") (25 x 6.25mm) KG

b Aluminium Flat (1" x 1/8") KG

III COPPER FLAT

a Copper Flat (25 x 3mm) KG

b Copper Flat (25 x 6mm) KG

c Copper Flat (33 x 6mm) KG

d Copper Flat (50 x 6mm) KG

48.50

519.00

519.00

519.00

26.50

39.30

49.00

71.00

67.00

109.00

330.00

50.40

519.00

50.40

50.40

192.00

519.00

519.00

192.00

519.00

Page 42: Schedule of rates for construction works

IV POWER CAPACITOR

a Power capacitor for power factor improvement with

oil filled with discharge resistance 3 phase 415 /

440V 50 HZ conforming to ISS:2384 with ISI

marking.

KVAR

PART "H"

I CONDUIT MATERIALS 16 GAUGE.

a Conduit pipe 16mm (5/8") Heavy Gauge Metre

b Conduit pipe 19mm (3/4") Heavy Gauge Metre

c Conduit pipe 25mm (1") Heavy Gauge Metre

d Conduit pipe 32mm (11/4") Heavy Gauge Metre

e Conduit pipe 38mm (11/2") Heavy Gauge Metre

II CONDUIT TEE BENDS

a Conduit Tee bends 16mm (5/8") Dozen

b Conduit Tee bends 19mm (3/4") Dozen

c Conduit Tee bends 25mm (1") Dozen

d Conduit Tee bends 32mm (11/4") Dozen

e Conduit Tee bends 38mm (11/2") Dozen

f Conduit Tee bends 50mm (2") Dozen

III CONDUIT BENDS - 16 GAUGE

a Conduit solit bends 16mm (5/8") Dozen

b Conduit solit bends 19mm (3/4") Dozen

c Conduit solit bends 25mm (1") Dozen

d Conduit solit bends 32mm (11/4") Dozen

e Conduit solit bends 38mm (11/2") Dozen

f Conduit solit bends 50mm (2") Dozen

IV CONDUIT INSPECTION BEND-16 GAUGE

a Conduit Inspection bends 16mm (5/8") Dozen

b Conduit Inspection bends 19mm (3/4") Dozen

c Conduit Inspection bends 25mm (1") Dozen

145.00

363.00

33.00

98.00

115.00

136.00

193.00

236.00

91.00

116.00

181.00

88.00

34.10

41.90

55.00

65.00

93.00

94.00

112.00

116.00

88.00

Page 43: Schedule of rates for construction works

d Conduit Inspection bends 32mm (11/4") Dozen

e Conduit Inspection bends 38mm (11/2") Dozen

f Conduit Inspection bends 50mm (2") Dozen

g Conduit Inspection bends 65mm (21/2") Dozen

PART "I"

I P.V.C.(RIGID) PIPES (1.8MM THICK) WITH ISI

a P.V.C. rigid pipes 16mm (5/8") Metre

b P.V.C. rigid pipes 20mm (3/4") Metre

c P.V.C. rigid pipes 25mm (1") Metre

d P.V.C. rigid pipes 32mm (11/4") Metre

e P.V.C. rigid pipes 40mm (11/2") Metre

f P.V.C. rigid pipes 50mm (2") Metre

II P.V.C. RIGID BENDS

a P.V.C. rigid bends 16mm (5/8") Each

b P.V.C. rigid bends 20mm (3/4") Each

c P.V.C. rigid bends 25mm (1") Each

d P.V.C. rigid bends 32mm (11/4") Each

e P.V.C. rigid bends 40mm (11/2") Each

f P.V.C. rigid bends 50mm (2") Each

III P.V.C COUPLES

a P.V.C Couples 16mm (5/8") Dozen

b P.V.C Couples 19mm (3/4") Dozen

c P.V.C Couples 25mm (1") Dozen

d P.V.C Couples 32mm (11/4") Dozen

e P.V.C Couples 38mm (11/2") Dozen

f P.V.C Couples 50mm (2") Dozen

IV P.V.C. TEES

a P.V.C. Tees 16mm (5/8") Dozen

30.30

65.40

45.90

98.00

140.00

181.00

205.00

264.00

14.20

20.40

27.50

62.70

3.30

3.30

4.50

7.95

19.80

24.10

14.20

14.20

135.00

141.00

14.20

Page 44: Schedule of rates for construction works

b P.V.C. Tees 19mm (3/4") Dozen

c P.V.C. Tees 25mm (1") Dozen

d P.V.C. Tees 32mm (11/4") Dozen

e P.V.C. Tees 38mm (11/2") Dozen

f P.V.C. Tees 50mm (2") Dozen

V P.V.C. SADDLES Dozen

a P.V.C. Saddles 16mm (5/8") Dozen

b P.V.C. Saddles 19mm (3/4") Dozen

c P.V.C. Saddles 25mm (1") Dozen

d P.V.C. Saddles 32mm (11/4") Dozen

e P.V.C. Saddles 38mm (11/2") Dozen

f P.V.C. Saddles 50mm (2")

VI P.V.C. JUNCTION BOXES

a Junction Boxes 1, 2, 3 & 4 way 16mm (5/8") Dozen

b Junction Boxes 1, 2, 3 & 4 way 19mm (3/4") Dozen

c Junction Boxes 1, 2, 3 & 4 way 25mm (1") Dozen

d Junction Boxes 1, 2, 3 & 4 way 32mm (11/4") Dozen

e Junction Boxes 1, 2, 3 & 4 way 38mm (11/2") Dozen

VII P.V.C. HYLEM SHEETS

a Hylem sheet 3mm Thick Sq.m

VIII INSULATION TAPE P.V.C

a PVC Insulation Tape (19mm) Roll/10mt

b Empire Tape (12mm) Roll/10mt

c Empire Tape (19mm) Roll/10mt

PART "J"

TEAK WOOD MATERIALS

I T.W. BOX CONCEALED TYPE

a T.W. Box concealed type 12" x 8" x 3" Each

20.90

3.30

3.80

16.40

26.40

672.00

4.40

5.50

6.60

13.20

44.00

44.00

16.40

115.00

137.00

22.00

51.70

93.60

301.00

330.00

82.60

Page 45: Schedule of rates for construction works

b T.W. Box concealed type 8" x 6" x 3" Each

c T.W. Box concealed type 6" x 4" x 3" Each

d T.W. Box concealed type 4" x 4" x 3" Each

e T.W. Plugs 11/2" x 1" x 2" 1000 Nos.

f T.W. Round blocks 100 Nos.

PART " K"

ICRIMPING LUGS SUITABLE FOR THE FOLLOWING SIZES

Size Aluminimum

a 4.0 Sq.mm Each 1.60

b 6.0 Sq.mm Each 1.80

c 10.0 Sq.mm Each 2.30

d 16.0 Sq.mm Each 2.30

e 25.0 Sq.mm Each 3.45

f 35.0 Sq.mm Each 4.60

g 50.0 Sq.mm Each 6.90

h 70.0 Sq.mm Each 9.20

j 95.0 Sq.mm Each 10.40

j 120.0 Sq.mm Each 13.85

k 150.0 Sq.mm Each 18.45

l 185.0 Sq.mm Each 24.20

m 225.0 Sq.mm Each 35.80

n 240.0 Sq.mm Each 39.25

o 300.0 Sq.mm Each 54.25

p 400.0 Sq.mm Each 80.80

II CABLE ROUTE INDICATOR

a Cable route indicator for L.T. Cable Each Box

b Cable route indicator for H.T. Cable Each Box

PART "L"

44.00

19.80

16.40

341.00

660.00

77.00

77.00

Page 46: Schedule of rates for construction works

I BRASS SCREWS

a Brass Screws (20mm) 3/4" No.6 Gross

b Brass Screws (25mm) 1" No.6 Gross

c Brass Screws (40mm) 11/2" No.6 Gross

d Brass Screws (20mm) 3/4" No.8 Gross

e Brass Screws (25mm) 1" No.8 Gross

f Brass Screws (50mm) 2" No.10 Gross

g Brass Screws (75mm) 3" No.10 Gross

II Coach screws 2" x 1/4" (50 x 6.25mm) Dozen

III CONDUIT SADDLES

a Conduit Saddles 16mm (5/8") Gross

b Conduit Saddles 19mm (3/4") Gross

c Conduit Saddles 25mm (1") Gross

d Conduit Saddles 32mm (11/4") Gross

e Conduit Saddles 38mm (11/2") Gross

f Conduit Saddles 50mm (2") Gross

g Conduit Saddles 65mm (21/2") Gross

IV A SODIUM VAPOUR FITTINGS & LAMP (for External

electrification & campus lighting)

a 250 Watts Sodium Vapour fittings Each

b 250 Watts Sodium Vapour Lamp Each

c 150 Watts Sodium Vapour fittings Each

d 150 Watts Sodium Vapour Lamp Each

e 70 Watts Sodium Vapour fittings Each

f 70 Watts Sodium Vapour Lamp Each

V B SODIUM VAPOUR LAMP FITTING SINGLE PIECE DIE

CAST ALUMINIUM HOUSING AND LAMP FOR HEAVY

TRAFFIC ROADS (PHILIPS / CROMPTON GREAVES /

WIPRO / BAJAJ)

a 400 Watts Sodium Vapour fittings Each

b 400 Watts Sodium Vapour Lamp Each

3490.00

46.80

55.00

71.50

236.00

14.25

770.00

88.00

99.00

113.00

44.00

3440.00

660.00

2780.00

440.00

10460.00

1080.00

71.50

77.00

159.00

71.50

77.00

82.50

Page 47: Schedule of rates for construction works

c 250 Watts Sodium Vapour fittings Each

d 250 Watts Sodium Vapour lamp Each

e 150 Watts Sodium Vapour fittings Each

f 150 Watts Sodium Vapour Lamp Each

g 70 Watts Sodium Vapour fittings Each

h 70 Watts Sodium Vapour Lamp Each

VI MINIATURE CIRCUIT BREAKERS 240 V / 415V 50 HZ -

AC SUPPLY suitable for both lighting and Motor Circuits.

Legrand / Hager

a Single Pole 6 A to 32A, 10KA Each 202.50

b Single Pole 40A, 10KA Each 412.50

c Single Pole & Neutral 6 A to 32A,10KA Each 588.00

d Single Pole & Neutral 40A,10KA Each 953.00

e Double Pole 6 A to 32A,10KA Each 588.00

f Double Pole 40A,10KA Each 953.00

g Triple Pole 6 A to 32A,10KA Each 946.00

h Triple Pole 63A,10KA Each 1450.00

I Triple Pole & Neutral 6 A to 32A,10KA Each 1250.00

j Triple Pole & Neutral 63A,10KA Each 1870.00

k Four Pole 6 A to 32A,10KA Each 1250.00

l Four Pole 63A,10KA Each 1870.00

VII PLUG AND SOCKETS IN SHEET STEEL ENCLOSURE

WITHOUT M.C.B.S

Legrand (MDS) /

Hager (L&T)

a 10 A Single Pole Each 974.00

b 20 A Single Pole Each 1045.00

c 20 A Double Pole Each 1130.00

d 20 A Triple Pole Each 1920.00

716.00

6670.00

2860.00

7100.00

880.00

495.00

Page 48: Schedule of rates for construction works

e 32 A Triple Pole Each 2280.00

f 63 A Triple Pole Each 9270.00

VIII 1 RCCB / ELCB

a 10 Amps 30 MA DP Each 2750.00

b 25 Amps 30 MA DP Each 2270.00

c 40 Amps 30 MA DP Each 2510.00

2 RCCB / ELCB

FOUR POLE

a 25 Amps 30 MA Each 3120.00

b 40 Amps 30 MA Each 3160.00

c 63 Amps 30 MA Each 3650.00

IX HRC - FUSES

a 16 Amps Each 64.60

b 32 Amps Each 66.90

c 63 Amps Each 138.00

d 125 Amps Each 323.00

e 160 Amps Each 403.00

f 200 Amps Each 415.00

g 250 Amps Each 577.00

X MCB ISOLATORS

Legrand (MDS) /

Hager (L&T)

A a 32A - DP Each 310.00

b 32A - TP Each 517.00

c 32A - FP Each 592.00

B a 40A - DP Each 428.00

b 40A - TP Each 740.00

c 40A - FP Each 950.00

Page 49: Schedule of rates for construction works

C a 63A - DP Each 573.00

b 63A - TP Each 860.00

c 63A - FP Each 1040.00

D a 100A - DP Each --

b 100A - TP Each 687.00

c 100A - FP Each 1100.00

XI HORIZONTAL THREE PHASE DISTRIBUTION BOARD

WITH MCBS

4 way / 6 way / 8 way / 12 way TPMCB sheet steel

distribution boards flush type / surface type fitted with

bus bars and neutral links with single / three phase MCB

outgoings and separate 4 way provision for

accommodating One No. 4 pole incoming MCB / Isolator

and another separate 4 way provision for

accommodating One No. 4 pole ELCB / RCD with label

holder and provisions for taking up cable for size not less

than 35 sq.mm.

Legrand (MDS) /

Hager (L&T)

I Module type with IP 20 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 12

Each 1920.00

b 6 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 18

Each 2380.00

c 8 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 24

Each 2830.00

d 12 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 36

Each 4230.00

II TPMCB DB with metal door cover with IP 42 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 12

Each 2600.00

Page 50: Schedule of rates for construction works

b 6 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 18

Each 3210.00

c 8 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 24

Each 3850.00

d 12 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 36

Each 5680.00

III TPMCB DB with acrylic door cover with IP42 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 12

Each 3030.00

b 6 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 18

Each 3720.00

c 8 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 24

Each 4440.00

d 12 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 36

Each 6760.00

IV Industrial type TPMCB DB with IP 54 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 12

Each 7340.00

b 6 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 18

Each 8840.00

Page 51: Schedule of rates for construction works

c 8 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 24

Each 9650.00

d 12 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 36

Each 13400.00

XII VERTICAL THREE PHASE DISTRIBUTION BOARD WITH

MCBS

4 way / 8 way / 12 way vertical TPMCB sheet steel

distribution boards flush type / surface type fitted with

bus bars and neutral links with single / three phase MCB

outgoings and separate 4 way provision for

accommodating One No. 4 pole incoming MCB / Isolator

and another separate 4 way provision for

accommodating One No. 4 pole ELCB / RCD with label

holder and provisions for taking up cable for size not less

than 35 sq.mm.

Legrand (MDS) /

Hager (L&T)

I Module type with IP 20 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 12

Each 5360.00

b 8 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 24

Each 6620.00

c 12 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 36

Each 9630.00

II TPMCB DB with metal door cover with IP 42 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 12

Each 6220.00

b 8 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 24

Each 7880.00

Page 52: Schedule of rates for construction works

c 12 ways 3 phase DB

No. of ways incomer MCB / Isolatore - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 36

Each 10500.00

III TPMCB DB with acrylic door cover with IP42 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 12

Each 7500.00

b 8 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 24

Each 9550.00

c 12 ways 3 phase DB

No. of ways incomer MCB / Isolatore - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 36

Each 12700.00

IV Industrial type TPMCB DB with IP 54 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 12

Each 11600.00

b 8 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 24

Each 14000.00

c 12 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of outgoings ways - 36

Each 18800.00

Page 53: Schedule of rates for construction works

XIII 7 SEGMENTS (3 TIER) 3 PHASE DISTRIBUTION BOARD

WITH MCB

4 way / 6 way / 8 way / 12 way TPMCB sheet steel

distribution boards flush type / surface type fitted with

bus bars and neutral links with single / three phase MCB

outgoings and separate 4 way provision for

accommodating One No. 4 pile incoming MCB / Isolator

and another separate 4 way provision for

accommodating One No. 4 pole ELCB / RCD (totally 8

ways in one segment) (3 x 4 ways in each segment) and

separate provisions for MCB / Isolator (totally 12 Nos.)

for sub incomers in 3 segments with label holder and

provisions for taking up cable for size not less than 35

sq.mm.

Legrand (MDS) /

Hager (L&T)

I Module type with IP 20 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of sub-incomers - 12

No. of outgoings ways - 12

Each 5780.00

b 6 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of sub-incomers - 12

No. of outgoings ways - 18

Each 6200.00

c 8 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of sub-incomers - 12

No. of outgoings ways - 24

Each 6580.00

d 12 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of sub-incomers - 12

No. of outgoings ways - 36

Each 7590.00

II TPMCB DB with metal / acrylic door cover with IP 42

protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of sub-incomers - 12

No. of outgoings ways - 12

Each 6140.00

b 6 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of sub-incomers - 12

No. of outgoings ways - 18

Each 6900.00

Page 54: Schedule of rates for construction works

c 8 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of sub-incomers - 12

No. of outgoings ways - 24

Each 7700.00

d 12 ways 3 phase DB

No. of ways incomer MCB / Isolator - 4

No. of ways incomer ELCB / RCD - 4

No. of sub-incomers - 12

No. of outgoings ways - 36

Each 9800.00

XIV SINGLE PHASE DISTRIBUTION BOARD WITH MCBs

4 way / 8 way / 12 way vertical SPMCB sheet steel

distribution boards flush type / surface type fitted with

bus bars and neutral links with single phase MCB

outgoings and separate 2 way provision for

accommodating One No. 2 pole incoming MCB / Isolator

and another separate 2 way provision for

accommodating One No. 2 pole ELCB / RCD with label

holder and provisions for taking up cable for size not less

than 35 sq.mm.

Legrand (MDS) /

Hager (L&T)

I Module type with IP 20 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 2

No. of ways incomer ELCB / RCD - 2

No. of outgoings ways - 4

Each 705.00

b 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 2

No. of ways incomer ELCB / RCD - 2

No. of outgoings ways - 8

Each 880.00

c 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 2

No. of ways incomer ELCB / RCD - 2

No. of outgoings ways - 12

Each 1045.00

II SPMCB DB with metal door cover with IP 42 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 2

No. of ways incomer ELCB / RCD - 2

No. of outgoings ways - 4

Each 1025.00

b 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 2

No. of ways incomer ELCB / RCD - 2

No. of outgoings ways - 8

Each 1280.00

Page 55: Schedule of rates for construction works

c 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 2

No. of ways incomer ELCB / RCD - 2

No. of outgoings ways - 12

Each 1540.00

III SPMCB DB with acrylic door cover with IP42 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 2

No. of ways incomer ELCB / RCD - 2

No. of outgoings ways - 4

Each 1210.00

b 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 2

No. of ways incomer ELCB / RCD - 2

No. of outgoings ways - 8

Each 1430.00

c 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 2

No. of ways incomer ELCB / RCD - 2

No. of outgoings ways - 12

Each 1730.00

IV Industrial type TPMCB DB with IP 54 protection

a 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 2

No. of ways incomer ELCB / RCD - 2

No. of outgoings ways - 4

Each 3080.00

b 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 2

No. of ways incomer ELCB / RCD - 2

No. of outgoings ways - 8

Each 3610.00

c 4 ways 3 phase DB

No. of ways incomer MCB / Isolator - 2

No. of ways incomer ELCB / RCD - 2

No. of outgoings ways - 12

Each 4160.00

Page 56: Schedule of rates for construction works

Sl. No.Sch.

Item No.Description

Cement

Steel

A BRICKS AND TILE PRODUCTS

1 Second Class Table Moulded Chamber Burnt Bricks

1 a 9" x 41/2" x 3"

2 b 9" x 43/8" x 2

3/4"

2 Second Class Ground Moulded Chamber Burnt Bricks

3 a 9" x 41/2" x 3"

4 b 9" x 43/8" x 2

3/4"

3 Third Class Country Brick Kiln Burnt

5 a 83/4" x 4

1/4" x 2

3/4"

6 b 83/4" x 4

1/4" x 2

1/4"

7 c 83/4" x 4

1/4" x 2"

3A Fly Ash Bricks 230 x 110 x 70mm

8 b 230 x 110 x 75mm

4 Specially moulded country brick for well steining

9 a 83/4" x 4

1/4" x 2"

10 b Perforated bricks 19 x 9 x 9cm

11 c Terrace bricks 15 x 7.5 x 2.5cm

8 Flat Tiles

12 a 15cm x 15cm x 12mm

13 b 15cm x 15cm x 20mm

RATES OF MATERIAL

Page 57: Schedule of rates for construction works

10 Brick Jelly

14 a 40mm size

15 b 20mm size

11 Pressed Tiles

16 a 20 x 20 x 2cm

17 b 23 x 23 x 2cm

12 Pan Tiles

18 a 23cm x 8cm x 1.7cm

19 b 16.5cm x 8cm x 1.7cm

13 Best Mangalore Tiles

20 a I Class'A'

21 b Class 'AA'

22 c Best Mangalore Ridge Tiles

23 d Best Mangalore Ceiling Tiles

24 e Best Mangalore Glass Roofing Tiles

25 f Best Mangalore Ventilating Tiles (Single)

26 g Best Mangalore Ventilating Tiles (Double)

23A Mosaic Flooring Tiles (Grey)

27 a Mosaic (Grey) Tile 25 x 25 x 2cm

28 b Mosaic (Grey) Tile 20 x 20 x 2cm

23C Mosaic (other Colour)

29 a Mosaic (other colour) Tile 25 x 25 x 2cm

30 b Mosaic (other colour) Tile 20 x 20 x 2cm

31 c Mosaic (Green) Tile 20 x 20 x 2cm

32 d Mosaic (Green) Tile 25 x 25 x 2cm

Page 58: Schedule of rates for construction works

33 24 Mosaic Chequered tile Grey colour size 25 x 25 x 2cm

B STONE AND ROAD MATERIALS

34 27 Rough stone for masonry works (Hard Granite)

35 28 Rough stone for revetment works

36 29 Jeddy size for Revetment (Hard Granite)

37 29a Cut stone pillar of size 0.15 x 0.15 x 2.1m

38 30 From boulders without blasting for revetment

39 30a From boulders without blasting for masonry

40 32 Course Rubble stone for masonry works

41 33 Course Rubble stone for Arch works

42 33 (A) I Chisel dressed stone 70cm x 30cm x 29cm

43 II Chisel dressed stone 37cm x 30cm x 29cm

44 (B) Hammer dressed stone 37cm x 30cm x 29cm

45 34 Cutstone fully dressed to size on all faces

46 35 Cut stone Roughly dressed

47 36 Ashlar arch stone fully dressed to size all faces

48 38 Flooring stone SS Size (Not less than 10cm thick)

Page 59: Schedule of rates for construction works

49 39 a Stone slab for culvert (3 faces one line dressed) Above 1.2m

50 b Stone slab for culvert (3 faces one line dressed) Upto 1.2m

51 40 Stone slab for culvert (3 faces two line dressed)

52 41 For Lintel coping (3 faces two line dressed)

53 42 Bond Stones

54 43 a Kilometre stone 1.65 x 0.45 x 0.15m

55 44 a Hecta metre stone 0.9x0.1x0.1m

56 b Hecta metre stone 0.75x0.23x0.1m

57 c Hecta metre stone 0.9x0.15x0.15m

58 45 aDemarcation Stone (two line dressed for top 30 cm) 75 x 15 x

15 cm

Page 60: Schedule of rates for construction works

59 bDemarcation Stone (two line dressed for top 30 cm) 90 x 23 x

23 cm

60 cDemarcation Stone (two line dressed for top 30 cm) 76 x 23 x

23 cm

61 dDemarcation Stone (two line dressed for top 30 cm) 90 x 15 x

15 cm

62 e DemarcationStone with letter cut 75 x 15 x 15cm

63 f Edge Stone 45 x 15 x 15 cm

64 g(i)T.R.S. Bench mark stone the exposed surface neatly dressed

to a height of 15cm including cutting letters 15 x 15 x 60cm

65 g(ii)T.R.S. Bench mark stone the exposed surface neatly dressed

to a height of 15cm including cutting letters 10 x 10 x 25cm

66 46 a Guard Stone (Two line dressed for 45 cm) 23cm dia 1.0m long

67 b

Guard Stone (Top 0.7m chisel dressed and 0.50m bottom

roughly dressed) 0.23 x 0.23 x 1.20m long. Two line dressed

top 45cm) 23cm dia 1.0m long

68 c

Guard Stone (Top 0.7m chisel dressed and 0.50m bottom

roughly dressed) 0.23 x 0.23 x 0.90m long. Two line dressed

top 45 cm) 23cm dia 0.90m long

69 d

Guard Stone (Top 0.7m chisel dressed and 0.50m bottom

roughly dressed) 0.15 x. 0.15 x 0.90m long. Two line dressed

top 45 cm) 23cm dia 0.90m long

70 e Guard Stone 23 cm dia 0.90cm long

48Hard Broken Granite Stone Jelly (I.S.S.) Machine crushed

/ Hand broken

Page 61: Schedule of rates for construction works

71 I HBGS Jelly 90 mm size

72 ii HBGS Jelly 80 mm size

73 iii HBGS Jelly 63 mm size

74 iv HBGS Jelly 50 mm size

75 v HBGS Jelly 40 mm size

76 vi HBGS Jelly 25 mm size

77 vii HBGS Jelly 20 mm size

78 viii HBGS Jelly 12 mm size

79 ix HBGS Jelly 10 mm size

Page 62: Schedule of rates for construction works

80 x HBGS Jelly 6 mm size

81 xi HBGS Jelly 3 mm size

49 A Broken Stone from surface stone & boulders

82 I Broken Stone from surface stone & boulders 40mm size

83 ii Broken Stone from surface stone & boulders 50mm size

84 iii Broken Stone from surface stone & boulders 60mm size

85 iv Broken Stone from surface stone & boulders 75mm size

49 b Quartz metal

86 I Quartz metal 50 mm

87 ii Quartz metal 40 mm

51 Soft Broken Stone

88 I Soft Broken Stone 63mm size

89 ii Soft Broken Stone 40mm size

90 52 Laterite 40 to 75mm size

91 53 Kankar 40 to 75mm size

92 54 Soling stones unblasted 15cm cube

93 54a Soling stones blasted 15cm cube

Page 63: Schedule of rates for construction works

94 57 Gravel

95 57A Well Gravel

96 57B Screened Kankar Gravel

97 58 Quarry Rubbish

98 58A Stone Dust

99 58B Pond Ash (wet / dry)

100 58 C Sand for Mortar

101 60 Sand for Filling

102 62 Clay for Puddle & Masonry

103 63 (I) Cuddapah Slab 50mm Thick

104 ii Cuddapah Slab 38 / 40mm Thick

105 iii Cuddapah Slab 20 / 30mm Thick

C LIME

106 66 Shell lime (Slaked & Screened)

107 67 Freshly Slaked & Screened Burnt Lime Stone

108 68 Stone Lime or Lime Metal

D.Timber and Roofing Materials

109 71 TW Scantlings (over 3m for joist and rafters) - Malabar

Page 64: Schedule of rates for construction works

110 72 TW Scantlings (for Tie beams and principal rafters) - Malabar

111 73 TW Scantlings (over 2m & below 3m in length) - Malabar

112 74 TW Scantling (below 2m in length) - Malabar

113 75 (I) TW Planks (Over 45cm wide & 12mm Thick)

114 ii TW Planks (30 - 45cm wide & 12mm Thick)

115 iii TW Planks (30 - 45cm wide & 12 - 25mm Thick)

116 iv TW Planks (30 - 45cm wide & 25 - 40mm Thick)

117 v TW Planks (15 - 30cm wide & 12mm Thick)

118 vi TW Scantling (15 - 30cm wide & 12-25mm Thick)

119 vii TW Planks (15 - 30cm wide & 25- 40mm Thick)

120 viii TW Planks (Upto 15cm wide & 12mm Thick)

121 ix TW Planks (Upto 15cm wide & 12-25mm Thick)

122 xiii TW Planks (Upto 15cm wide & 25-40mm Thick)

76 Teak wood Reepers

123 I TW Reepers 50 x 25mm

124 ii TW Reepers 50 x 12mm

77 Country Wood Scantling

Page 65: Schedule of rates for construction works

125 I CW Scantling (upto 4m in length)

126 ii CW Scantling (over 4m in length)

127 77A CW Scantling (for tie beams & Principal rafters for trusses)

128 77B Jack wood Scantlings (upto 4 m)

129 77D Silver oak Scantlings

78 Country Wood Planks

130 I CW Planks (upto 30cm wide-40mm thick)

131 ii CW Planks (upto 30cm wide-25mm thick)

132 iii CW Planks (over 30cm wide-40mm thick)

133 iv CW Planks (over 30cm wide-25mm thick)

134 78A JW Planks (25mm-40mm thick)

135 78B Silver Oak Plank (40mm thick)

136 78C Bluegum Plank

79 Country Wood Reepers

137 i CW Reepers (50 x 25mm)

138 ii CW Reepers (50 x 12mm)

139 80 Mango plank

140 81 Palmyrah rafter (50 - 60mm wide & 125mm depth)

141 a Palmyrah Leaves

142 b Palmyrah Leaves (Labour for cutting)

90 Casurina poles

143 a Casurina poles 13cm - 15cm dia

144 b Casurina poles 10cm - 13cm dia

145 c Casurina poles 8cm - 10cm dia

Page 66: Schedule of rates for construction works

146 d Casurina poles 5cm - 8cm dia

90.1 Eucalyptus Poles

147 a 13cm to 15cm dia

148 b 10cm to 13cm dia

149 c 8cm to 10cm dia

150 d 5cm to 8cm dia

151 e below 5cm

152 90.2 Eucalyptus Bullies 4cm to 5cm dia and cross ties

153 91 Casurina Bullies 4cm - 5cm dia and cross ties

154 92 Bamboo Large (10cm dia and above)

155 93 Bamboo (7.5cm - 10cm dia)

E. Metal and Iron Items

156 111 Mild steel plates or sheets BG 10

157 112 Mild steel Angles 25 x 25 x 3 mm

Page 67: Schedule of rates for construction works

158 113 Binding wire (Black 18 G)

159 113 b Binding wire (Galvanised-18 G)

160 114 G.I. Sheets 30cm wide and 1.6 mm Thick

161 126 I Weld mesh 7.5 x 2.5cm. 10 Gauge

162 ii Weld mesh 7.5 x 5cm. 10 Gauge

163 iii Weld mesh 10 x 10cm. 10 Gauge

164 129 Chicken mesh

165 130 Fly proof mesh

166 131Supplying Mild steel grills for windows, ventilators etc.,

including priming coat

Page 68: Schedule of rates for construction works
Page 69: Schedule of rates for construction works
Page 70: Schedule of rates for construction works
Page 71: Schedule of rates for construction works
Page 72: Schedule of rates for construction works
Page 73: Schedule of rates for construction works
Page 74: Schedule of rates for construction works
Page 75: Schedule of rates for construction works
Page 76: Schedule of rates for construction works
Page 77: Schedule of rates for construction works
Page 78: Schedule of rates for construction works
Page 79: Schedule of rates for construction works
Page 80: Schedule of rates for construction works
Page 81: Schedule of rates for construction works

By pasting

54.20

66.30

84.80

97.00

Page 82: Schedule of rates for construction works

60.60

72.70

114.80

133.30

84.80

102.70

139.10

151.20

109.10

121.00

163.30

194.00

139.10

181.80

230.30

247.00

60.60

72.70

90.60

102.70

90.60

109.10

145.50

157.60

109.10

127.00

169.70

199.70

Page 83: Schedule of rates for construction works

151.20

194.00

242.00

278.60

163.30

187.60

236.10

266.70

181.80

206.10

260.30

303.10

54.20

74.70

84.80

97.00

121.00

72.70

109.00

30.00

48.50

72.70

291.00

327.30

375.80

424.10

303.10

Page 84: Schedule of rates for construction works

345.20

400.00

485.00

90.60

97.00

109.00

121.00

30.00

54.20

72.70

102.70

145.50

78.10

60.50

36.30

908.00

696.00

1030.00

817.00

9.00

Page 85: Schedule of rates for construction works

11.00

11.00

11.00

11.00

RATES OF ELCTRICAL ITEMS OF WORKS

11.00

22.00

13.50

Page 86: Schedule of rates for construction works

41.50

154.00

41.50

40.50

266.00

82.50

88.00

138.50

689.00

353.00

519.00

663.00

865.00

975.00

1200.00

191.00

200.00

489.00

Page 87: Schedule of rates for construction works

Deleted

3770.00

2060.00

1680.00

330.00

2220.00

740.00

995.00

3580.00

11.00

11.00

196.00

196.00

Page 88: Schedule of rates for construction works

148.30

198.00

132.00

324.00

264.00

124.50

273.00

19.80

330.00

16.50

195.00

1230.00

716.00

5770.00

49.50

19.80

495.00

Page 89: Schedule of rates for construction works

224.00

179.00

7790.00

6690.00

8950.00

1320.00

1415.00

1495.00

1615.00

1220.00

1395.00

1440.00

2020.00

2650.00

3300.00

Page 90: Schedule of rates for construction works

264.00

280.00

6690.00

313.00

203.00

253.00

3270.00

476.00

975.00

394.00

885.00

7330.00

9470.00

13500.00

17300.00

1015.00

1500.00

Page 91: Schedule of rates for construction works

6430.00

11400.00

14300.00

8200.00

10300.00

12850.00

15400.00

17700.00

2730.00

4970.00

6770.00

8740.00

9750.00

4130.00

6950.00

Page 92: Schedule of rates for construction works

892.00

16900.00

55.00

97.50

218.00

392.00

634.00

529.00

719.00

1700.00

3710.00

2085.00

2860.00

3460.00

2640.00

3520.00

4460.00

6160.00

7930.00

1440.00

5900.00

Page 93: Schedule of rates for construction works

55.40

64.60

11100.00

27.70

62.30

39.20

128.50

146.00

1100.00

1100.00

2270.00

2270.00

2880.00

97.30

118.50

207.00

236.00

1100.00

Page 94: Schedule of rates for construction works

1970.00

126.00

220.00

259.00

338.00

433.00

560.00

685.00

810.00

994.00

1255.00

1540.00

277.00

138.00

182.00

8.95

14.05

21.80

34.60

51.20

76.80

125.50

519.00

531.00

88.00

Page 95: Schedule of rates for construction works

28.80

42.60

19.50

24.20

28.80

50.80

79.60

97.00

123.50

162.50

192.50

192.50

230.00

328.00

382.00

24.20

50.80

50.80

64.60

64.60

Page 96: Schedule of rates for construction works

48.50

519.00

519.00

519.00

26.50

39.30

49.00

71.00

67.00

109.00

330.00

50.40

519.00

50.40

50.40

192.00

519.00

519.00

192.00

519.00

Page 97: Schedule of rates for construction works

145.00

363.00

33.00

98.00

115.00

136.00

193.00

236.00

91.00

116.00

181.00

88.00

34.10

41.90

55.00

65.00

93.00

94.00

112.00

116.00

88.00

Page 98: Schedule of rates for construction works

30.30

65.40

45.90

98.00

140.00

181.00

205.00

264.00

14.20

20.40

27.50

62.70

3.30

3.30

4.50

7.95

19.80

24.10

14.20

14.20

135.00

141.00

14.20

Page 99: Schedule of rates for construction works

20.90

3.30

3.80

16.40

26.40

672.00

4.40

5.50

6.60

13.20

44.00

44.00

16.40

115.00

137.00

22.00

51.70

93.60

301.00

330.00

82.60

Page 100: Schedule of rates for construction works

Copper

4.60

4.60

5.75

6.90

11.55

12.65

14.95

24.20

30.00

41.50

53.10

80.80

115.00

115.00

155.80

236.00

44.00

19.80

16.40

341.00

660.00

77.00

77.00

Page 101: Schedule of rates for construction works

3490.00

46.80

55.00

71.50

236.00

14.25

770.00

88.00

99.00

113.00

44.00

3440.00

660.00

2780.00

440.00

10460.00

1080.00

71.50

77.00

159.00

71.50

77.00

82.50

Page 102: Schedule of rates for construction works

All other

makes with

ISI (Std.) /

HPL /

Havell's /

Equivalent)

148.00

308.50

446.00

617.00

490.00

670.00

738.00

1185.00

963.00

1490.00

1030.00

1580.00

All other

makes with

ISI (Std.) /

HPL /

Havell's /

Equivalent)

580.00

585.00

--

1110.00

716.00

6670.00

2860.00

7100.00

880.00

495.00

Page 103: Schedule of rates for construction works

1500.00

--

2020.00

1740.00

1840.00

2140.00

2190.00

2490.00

34.60

57.70

72.50

161.00

217.00

217.00

321.00

All other

makes with

ISI (Std.) /

HPL /

Havell's /

Equivalent)

--

--

--

297.00

544.00

664.00

Page 104: Schedule of rates for construction works

376.00

592.00

693.00

486.00

773.00

845.00

All other

makes with

ISI (Std.) /

HPL /

Havell's /

Equivalent)

1200.00

1510.00

1830.00

2500.00

2060.00

Page 105: Schedule of rates for construction works

2610.00

3200.00

4340.00

--

--

--

--

--

--

Page 106: Schedule of rates for construction works

--

--

All other

makes with

ISI (Std.) /

HPL /

Havell's /

Equivalent)

3900.00

5220.00

6350.00

5110.00

6290.00

Page 107: Schedule of rates for construction works

7730.00

--

--

--

--

--

--

Page 108: Schedule of rates for construction works

All other

makes with

ISI (Std.) /

HPL /

Havell's /

Equivalent)

--

--

--

--

--

--

Page 109: Schedule of rates for construction works

--

--

All other

makes with

ISI (Std.) /

HPL /

Havell's /

Equivalent)

383.00

485.00

664.00

670.00

915.00

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1180.00

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--

--

--

--

--

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Unit RateSl.

No.

Schedule

Item No.

MT 5500.00

MT 48000.00

1 1

1000 Nos. 5500.00 2 2

1000 Nos. 5290.00 3 3

4 4

1000 Nos. 4740.00 5 5

1000 Nos. 4600.00 6 9

7 9C

1000 Nos. 3985.00 8 9D

1000 Nos. 3140.00

1000 Nos. 3005.00 9

1000 Nos. 4600.00 10 10

1000 Nos. 4740.00 11 11

12 11A

1000 Nos. 1770.00 13 11B

1000 Nos. 2695.00 14 12

1000 Nos. 693.00 15 13

16 14

1000 Nos. 652.00 17 15

1000 Nos. 773.00 18 16

RATES OF WORKSRATES OF MATERIAL

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19 17

cu.m. 495.00 20 18

cu.m. 550.00 21 19

22 20

1000 Nos. 8710.00 23 22

1000 Nos. 12340.00 24 23

25 24

1000 Nos. 239.00 26 25

1000 Nos. 282.00 27 26

28 27

1000 Nos. 8145.00 29 28

1000 Nos. 8295.00 30 29

1000 Nos. 23790.00 31 32

1000 Nos. 5000.00 32 33

Each 236.00 33 34

Each 35.75 34 36

Each 44.80 35 37

36 38

1000 Nos. 10980.00 37 38A

1000 Nos. 6995.00 38 38B

39 38C

1000 Nos. 15100.00 40 38D

1000 Nos. 8925.00 41 38E

1000 Nos. 10980.00 42 38F

1000 Nos. 17175.00 43 38G

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1000 Nos. 13730.00

44 39

cu.m. 332.00 45 39A

cu.m. 228.00 46 40A

cu.m. 317.00 47 42A

Each 124.00 48 42B

cu.m. 85.25 49 44

cu.m. 111.00 50 46

cu.m. 266.00 51 46A

cu.m. 288.00 52 47

Each 132.00 53 48

Each 119.00 54 49

Each 92.00

cu.m. 4735.00 55 49

cu.m. 3265.00 56 50

cu.m. 3600.00 57 50A

cu.m. 265.00 58 50B

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cu.m. 3435.00 59 50C

cu.m. 3115.00 60 50D

cu.m. 3830.00 61 61

cu.m. 3830.00 62 62

cu.m. 455.00 63 67

Each 328.00 64 67A

Each 92.00 65 72

Each 170.00 66 76

Each 165.00 67 77

Each 69.00 68 78

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Each 88.50 69 78A

Each 81.95 70 79

Each 75.90 71 A

Each 92.40 72 B

Each 42.35 73 80

Each 106.00 74 81

Each 77.00 75 82A

Each 122.00 76 84

Each 130.00 77 85

Each 122.00

Each 85.25 78 86

Each 63.25 79 88

80 89

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cu.m. 319.00 81 90

cu.m. 358.00 82 90A

cu.m. 412.00 83 91

cu.m. 478.00 84 92A

cu.m. 742.00 85 92B

cu.m. 638.00 86 92C

cu.m. 1034.00

cu.m. 958.00 87 1

cu.m. 705.00 88 1a

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cu.m. 478.00 89 2

cu.m. 431.00 a a

b b

cu.m. 45.00 90 3

cu.m. 66.00

cu.m. 67.00 A

cu.m. 31.00 91 1

92 2

cu.m. 72.60 B

cu.m. 73.70 93 1

94 2

cu.m. 56.00

cu.m. 62.70 A

cu.m. 72.60 95 1

cu.m. 72.60 96 2

cu.m. 84.70 97 3

cu.m. 138.60 B

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cu.m. 130.00 98 1

cu.m. 107.80 99 2

cu.m. 79.20 100 3

cu.m. 72.60

cu.m. 92.40 101 1

cu.m. 71.50 102 2

cu.m. 110.00

cu.m. 110.00 103 156 A

cu.m. 28.60 104 156B

sq.m. 342.00 105 156C

sq.m. 330.00 106 156D

sq.m. 304.00 107 156E

108 156F

cu.m. 1180.00 109 156G

cu.m. 869.00 110 156H

cu.m. 77.00 111 156 I

cu.m. 97400.00 112 318

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cu.m. 95830.00 113 319

cu.m. 93290.00 114 320

cu.m. 83000.00 115 321

cu.m. 102850.00

cu.m. 95460.00 116 338

cu.m. 89400.00 117 339

cu.m. 85780.00

cu.m. 83490.00 118 357

cu.m. 79370.00 119 357A

cu.m. 77800.00 120 357B

cu.m. 76350.00 121 357C

cu.m. 76350.00 122 357 D

cu.m. 72110.00 123 357 E

124 357 F

RM 63.80

RM 51.70 125 369 B

126 369 B(i)

Page 120: Schedule of rates for construction works

cu.m. 28790.00 127 (ii)

cu.m. 30250.00 128 (iii)

cu.m. 30250.00

cu.m. 31700.00 129 375A

cu.m. 13060.00 130 375B

131 378A

cu.m. 33030.00 132 378B

cu.m. 33030.00

cu.m. 33030.00 133 1

cu.m. 33030.00 134

cu.m. 34600.00 135 2

cu.m. 14880.00 136

cu.m. 15240.00 137 3

138

RM 29.00 139 4

RM 21.10 140

cu.m. 14150.00 141 5

RM 41.65 142

100 Nos. 215.30 143 6

100 Nos. 33.85 144

145 7

RM 27.80 146

RM 21.10 147 8

RM 16.25 148

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RM 13.85 149 9

150

RM 27.80

RM 19.90 151 1

RM 16.25 152 2

RM 13.85 153 3

RM 12.65 154 4

RM 10.20 155 6

RM 11.40 156 7

RM 10.20 157 8

RM 9.00 158 11

159 12

Kg 48.00 160 13

Kg 48.00 161 14

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Kg 48.00 162 19

Kg 48.00 163 20

sq.m. 335.00 21

sq.m. 325.00 164 a

sq.m. 292.00 165 b

sq.m. 158.00 166 22

sq.m. 35.00 167 23

sq.m. 100.00

Kg 65.00 168 50 A

169 50 B

170 50 C

69

171 I

172 ii

173 iii

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174 iv

175 121

176 125

177 125A

178 127

179 128

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Description Unit Rate

A. Clearing the Site

Clearing Heavy Jungle sq.m. 3.10

Clearing Light Jungle sq.m. 2.35

Clearing Scrub Jungle sq.m. 2.15

Uprooting & removing large palmyrah / coconut stumps Each 60.30

Uprooting & removing small palmyrah / coconut stumps Each 43.10

Removing weeds in channel and drain sq.m. 0.90

Cleaning Juliflora jungle with uprooting sq.m. 3.45

Cleaning Juliflora jungle without uprooting sq.m. 2.65

B. Dismantling

Dismantling, clearing away and carefully stacking materials

useful for re-use for any thickness of walls

Brick / stone in clay walls under 3m high cu.m. 25.65

Brick / stone in clay walls, add for every additional 3m or part

there of over the initial height of 3mcu.m. 8.60

Mud / sun dried brick walls under 3m high cu.m. 17.25

Mud / sun dried brick walls, add for every additional 3m or

part there of over the initial height of 3mcu.m. 5.05

Brick / stone masonry in lime mortar walls under 3m high cu.m. 78.65

Brick / stone masonry in lime mortar walls, add for every

additional 3m or part there of over the initial height of 3mcu.m. 8.80

Brick / stone masonry in Cement mortar walls under 3m high cu.m. 96.40

Brick / stone masonry in Cement mortar walls, add for every

additional 3m or part there of over the initial height of 3mcu.m. 10.35

Terracing work in roof or floor sq.m. 26.10

RATES OF WORKS

Page 167: Schedule of rates for construction works

Flag stone in roof or floor including lifting sq.m. 13.90

Cut stone slab over culverts upto 3.3m height below G.L cu.m. 400.80

Cut stone slab over culverts over 3.3m height below G.L cu.m. 417.80

Removal of cut stone slabs & RCC cover slabs sq.m. 176.30

Refixing cut stone slab cu.m. 192.00

Pantile or Mangalore tiled roof without roof timbers sq.m. 6.90

Flat & pan tiles or Manglore tile over flat tiles, with out roof

timberssq.m. 9.60

AC sheet roofing without roof timbers sq.m. 6.30

Corrugated iron sheet roofing with pan tiles over, without roof

timberssq.m. 10.35

Old thatched roof, including tying materials into small bundles

for reuse.sq.m. 3.10

Wrought & putup framed timbers in roofs / floors cu.m. 252.30

Doors & windows including removal of frames, hinges and

fasteningssq.m. 52.15

Dry stones apron or revetment, stacking within 40m lead cu.m. 44.85

Grouted rough stones apron or revetment, stacking within

40m leadcu.m. 52.15

Dry stone masonry walls cu.m. 38.15

Dismantling lime concrete cu.m. 122.10

Dismantling plain Cement concrete cu.m. 165.60

Dismantling RCC cu.m. 2515.00

Chipping of concrete & roughening the surface sq.m. 13.90

Pressed tiles & weathering course sq.m. 16.00

One course of pressed tile roof finish in Cement Mortar sq.m. 8.90

One course of terrace bricks roof finish in Cement mortar sq.m. 10.35

Two course of flat tiles roof finish in cement mortar sq.m. 10.35

Mosaic in situ finish in cement mortar in flooring and in wall

surfacesq.m. 21.50

Floor finish and dadooing walls in cement mortar with mosaic

tiles / glazed tiles / cuddapah slabssq.m. 20.80

Page 168: Schedule of rates for construction works

C. Quarrying and Blasting

Hard rock measured in solid including blasting & stacking cu.m. 297.00

Removing hard rock by wedging, chiseling and trimming to

proper shape where blasting is prohibited.cu.m. 594.00

Mediun rock and dense medium rock requiring blasting cu.m. 152.00

Extra for every additional 10m lead or part thereof over the

initial lead for blasted materialscu.m. 3.65

Extra for every additional 1m lead or part thereof over the

initial lift of 2m for blasted materialscu.m. 3.80

Benching, hard rock upto an average 10 cm depth sq.m. 287.00

Drilling holes in hard granite 40mm diameter RM 96.30

Drilling holes in hard granite 45mm diameter RM 112.45

Drilling holes in hard granite 50mm diameter RM 133.95

Drilling holes in hard granite 75mm diameter RM 152.15

Drilling holes in hard granite 32mm diameter RM 82.65

D. Earth Work

ORDINARY SOIL SS20A Earth work excavating and depositing

on bank with initial lead of 10m & initial lift of 2m in Sand, silt

or other loose soil, wet sand or silt not under water, light black

cotton soil sandy loam and ordinary soil including ecxcavated

earth SS.20.A

cu.m. 30.75

ORDINARY SOIL SS20B Earth work excavating and depositing

on bank with initial lead of 10m & initial lift of 2m in Sand, silt

or other loose soil, wet sand or silt not under water, light black

cotton soil, sandy loam and ordinary soil including excavated

earth SS.20.B

cu.m. 28.00

Sand & Silt Under Water SS20B Earth work excavating and

depositing on bank with a initial lead of 10 m & initial lift of 2m

in Slush and silt under water upto 0.75m depth requiring the

aid of basket and vessels SS.20.B

cu.m. 35.00

Trimming the bed and the side slope of the bank in all soils

except hard rock upto a thickness of 7.5 cm and making it

ready to receive the concrete

cu.m. 7.25

Page 169: Schedule of rates for construction works

Trimming the bed and the side slope of the bank in all soils

except hard rock upto a thickness of 7.5 cm to 15 cm and

making it ready to receive the concrete

cu.m. 8.80

Sectioning during forming bunds when earth moving

machineries, lorries and rollers are used for consolidation.cu.m. 5.40

HGS SS.20.A. Earth work excavating and depositing on bank

with initial lead of 10 m & initial lift of 2m in Hard stiff clay,

stiff black cotton, hard red earth, shales,murram, gravel,

stoney earth and earth mixed with small size boulders

SS.20.A.

cu.m. 44.60

HGS SS.20.B. Earth work excavating and depositing on bank

with initial lead of 10 m & initial lift of 2m in Hard stiff clay,

stiff black cotton, hard red earth, shales,murram, gravel,

stoney earth and earth mixed with small size boulders SS.20B

cu.m. 41.85

SDR - (Not Requiring Blasting) Earth work excavating and

depositing on bank with initial lead of 10 m & initial lift of 2m

in Soft disintegrated rock, laterite, soft rock or kankar, not

requiring blasting.

cu.m. 62.30

LOOSE BOULDERS Earth work excavating and depositing on

bank with initial lead of 10 m & initial lift of 2m in loose

boulders in excavation of various size 150mm to 625 mm

cu.m. 98.65

MR-&-DMR (Not Requiring Blasting) Earth work excavating and

depositing on bank with initial lead of 10 m & initial lift of 2m

in medium rock and dense medium rock not requiring blasting

cu.m. 109.80

Extra for every additional 10 metre lead or part thereof over

the initial leadcu.m. 5.25

Extra for every additional 1 metre lift or part thereof over the

initial liftcu.m. 4.20

Breaking clods, consolidating and sectioning cu.m. 2.65

Page 170: Schedule of rates for construction works

Breaking clods, consolidating and sectioning the earth scooped

by Bull Dozers.cu.m. 7.90

Add to relevant T.N.D.S.S. No.20.A, rates for new tank bunds

and closing breaches for extra watering and consolidation,

By hand roller cu.m. 8.80

By power roller including hire charges cu.m. 14.70

Benching Old Embankment Slopes 45cm x 45cm cu.m. 1.75

Puddle wall work cu.m. 69.55

Turfing in slopes including watering and fixing with initial lead

upto 50mcu.m. 14.70

Refilling with excavated sand complying with standard

specification for filling in foundation and basement.cu.m. 13.00

Refilling with excavated soil (other than sand) complying with

standard specification for filling in foundation and basement.cu.m. 14.70

E. OPEN WELL EXCAVATION

Earth work open well excavation complying with relevant

clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre

in sand, silt or other loose soil, Wet sand or silt not under

water, light black cotton soil, sandy loam and ordinary soil -

First depth of 2 metre.

cu.m. 28.00

Earth work open well excavation complying with relevant

clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre

in Hard stiff clay, stiff black coton soil, hard red earth, shales,

murram, gravel, stoney earth and earth mixed with small size

boulders and hard gravely soil - First depth of 2 metre

cu.m. 41.75

Earth work open well excavation complying with relevant

clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre

in soft disintegrated rock, laterite, soft rock or kankar not

requiring blasting - First depth of 2 metre

cu.m. 64.20

Page 171: Schedule of rates for construction works

Open well excavation complying with relevant clauses of

T.N.D.S.S. Well sinking and with lead upto 10 metre in

Medium rock and dense medium rock not requring blasting -

First depth of 2 metre

cu.m. 104.40

Open well excavation complying with relevant clauses of

T.N.D.S.S. Well sinking and with lead upto 10 metre in

Medium rock and dense medium rock requiring blasting - First

depth of 2 metre

cu.m. 156.95

Open well excavation complying with relevant clauses of

T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard

granite measured in solid including blasting and stacking -

First depth of 2 metre

cu.m. 304.25

Sinking well in loose soils, light black cotton soil, sandy loam

and ordinary soil under water including bailing or pumping

charges if necessary etc., complete First depth of 2 metres

cu.m. 43.35

Sinking well in Sand, including bailing or pumping charges if

necessary etc., complete - First depth of 2 metrescu.m. 60.75

Sinking well in hard stiff clay, light black cotton soil, hard red

earth, shales, murram, gravel, stoney earth, and earth mixed

with small size boulders and hard gravelly soil including bailing

or pumping charges if necessary etc., complete - First depth of

2 metres

cu.m. 60.75

F. RATE FOR EARTHWORK DEPLOYING MACHINERIES

Earth work in all soils except hard rock requiring blasting and

conveying for formation of bund with lead of 0 to 100 metre

deploying earth moving machineries and tippers including

benching, formation of bunds, breaking clods, sectioning etc

complete

cu.m. 45.30

Earth work in all soils except hard rock requiring blasting and

conveying for formation of bund with an extra lead of every

100 metre or part thereof deploying earth moving machineries

and tippers including benching, formation of bunds, breaking

clods, sectioning etc complete

cu.m. 3.65

Page 172: Schedule of rates for construction works

Earth work deploying earth moving machineries for desilting

channel and forming bund on either side and depositing the

earth on banks including jungle clearance etc complete

having width up to 3m cu.m. 26.80

having width of 3m -10m cu.m. 32.65

Earth work excavation deploying earth moving machineries for

desilting channel having a width of more than 10m and

forming bund on either side and depositing the earth on banks

including jungle clearance etc complete

cu.m. 38.10

LIFT CHARGES - Concrete - Brick or Stone Masonry

above or below Ground Level

Concrete, above ground level

Add to the basic rates for works upto 4.50M height in ground

floor (height to be reckoned from floor level ie., plinth level in

GL)

cu.m. 44.65

Add for works in every upper floor over the rate of preceeding

floorcu.m. 89.00

Brick or Stone Masonry above GL

Add to the basic rates for works upto 4.50M height in ground

floor (height to be reckoned from floor level ie., plinth level in

GL)

cu.m. 29.55

Add for works in every upper floor over the rate of preceeding

floorcu.m. 59.40

STATEMENT II

Concrete, Below ground level

Add the basic rate for works above 1.50m depth and upto

4.5m depth below ground levelcu.m. 44.05

Add the basic rate for works above 4.50m depth and upto 9m

depth below ground levelcu.m. 88.35

Add extra over the above item 2 for every additional 4.50m

depth beyond 9.0m depth below ground levelcu.m. 88.35

Brick or Stone Masonry below GL

Page 173: Schedule of rates for construction works

Add the basic rate for works above 1.50m depth and upto

4.50m depth below GLcu.m. 29.55

Add the basic rate for works above 4.50m depth and upto

9.0m depth below GLcu.m. 59.40

Add extra over the above item 2 for every additional 4.50m

depth beyond 9.0m depth below ground levelcu.m. 59.40

Concrete Vibrators

Where vibrators are specified for consolidation in PCC, this

rate per cu.m. over and above the provision made in the

standard data book for consolidation with manual labour may

be allowed.

cu.m. 26.20

Where vibrators are specified for consolidation in RCC, this

rate per cu.m. over and above the provision made in the

standard data book for consolidation with manual labour may

be allowed.

cu.m. 35.25

G. Scaffolding, Centering, etc.,

Scaffolding Charges for Plastering for Repair Works only. 4m

to 6m above Ground Levelsq.m.

To be

deleted

Scaffolding Charges for Plastering for Repair Works only. 6m

to10m above Ground Levelsq.m.

To be

deleted

Scaffolding Charges for Plastering for Repair Works only over

10m above Ground Levelsq.m.

To be

deleted

Scaffolding Charges for White or Colour Washing for Repair

Works only. 4m to 6m above Ground Levelsq.m.

To be

deleted

Scaffolding Charges for White or Colour Washing for Repair

Works only. 6m to 10m above Ground Levelsq.m.

To be

deleted

Scaffolding Charges for White or Colour Washing for Repair

Works only over 10m above Ground Levelsq.m.

To be

deleted

Scaffolding Charges for Painting for Repair Works only. 4m to

6m above Ground Levelsq.m.

To be

deleted

Scaffolding Charges for Painting for Repair Works only. 6m to

10m above Ground Levelsq.m.

To be

deleted

Scaffolding Charges for Painting for Repair Works only over

10m above Ground Levelsq.m.

To be

deleted

H. Plastering

Clean removal of lime plaster from walls and racking out joints

20 mm deep or from terraced roofs racking out joints 12 mm

deep

sq.m. 3.65

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Clean removal of lime plaster from walls sq.m. 2.85

Clean removal of Cement plaster from walls sq.m. 3.05

Clean removal of Cement plaster from walls and racking out

joints 20mm deepsq.m. 3.95

I. White Washing, Colour Washing & Distempering

Thorough scrapping of old plastered surface sq.m. 1.70

Washing of plastered surface with soap, soda and water (or

with soda lime, brush and water)sq.m. 2.10

J. Painting, Wood oiling, Tarring, Varnishing, Bee's

waxing Etc.,

Removing old paint from doors and windows by blow lamp and

scrapping, including removal and re-fitting of shutters.sq.m. 13.05

Removing old paint from doors and windows by scrapping and

refitting of shutters.sq.m. 5.55

Removing paint from doors,windows & wood works by manual

laboursq.m. 3.80

Removing old paint from structural steel by blow lamp or sand

papersq.m. 7.90

Scrapping and removing old paint from structural steel by

manual laboursq.m. 3.55

Removing old paint from iron surface with sand paper sq.m. 3.35

Repolishing the mosaic flooring including polishing stone and

hire charges for polishing machine but excluding cost of

electrical charges

sq.m. 7.70

K. Miscellaneous

Supplying and filling up the empty cement gunny bags with

sand, stitching them, conveying the same to site and stacking

as directed within a lead of 10 m excluding cost of bags, Jute,

thread, needle,sand etc., (Labour only)

Bag 3.35

Driving piles up to 15 cm dia in river bed RM 10.25

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Pointing the edge and driving bamboo / casurina / eucalyptus

piles into river bed for the first 1m depth below ground level.Each 8.80

Driving bamboo / casurina / eucalyptus piles into ground

beyond 1m depth from ground level. For every 1m (or) part

thereof

RM 8.80

L. River Conservancy of Korambu Works

Brush wood bundles one metre girth and one metre long within

an initial lead of 1.6 K.M.

one

bundle1.75

Extra for every additional lead of 1.6 KM (for the above item)one

bundle0.20

Driving casurina piles into bed including scaffolding etc.,

completeRM 4.30

Casurina walling pieces 40 mm to 50 mm diameter including

fixing with nails and tying with ropesRM 5.90

M. Cuting and Threading of G.I.Pipe

15 mm dia G.I. Pipe Cutting Each 3.60

15 mm dia G.I. Pipe Threading Each 5.05

20 mm dia G.I. Pipe Cutting Each 3.60

20 mm dia G.I. Pipe Threading Each 5.25

25 mm dia G.I. Pipe Cutting Each 4.40

25 mm dia G.I. Pipe Threading Each 10.55

32 mm dia G.I. Pipe Cutting Each 5.25

32 mm dia G.I. Pipe Threading Each 14.25

40 mm dia G.I. Pipe Cutting Each 6.95

40 mm dia G.I. Pipe Threading (48.40) Each 16.00

50 mm dia G.I. Pipe Cutting Each 8.90

50 mm dia G.I. Pipe Threading (13.50) Each 17.85

65 mm dia G.I. Pipe Cutting Each 9.65

65 mm dia G.I. Pipe Threading Each 21.45

80 mm dia G.I. Pipe Cutting Each 12.50

80 mm dia G.I. Pipe Threading Each 26.95

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100 mm dia G.I. Pipe Cutting Each 17.85

100 mm dia G.I. Pipe Threading Each 35.70

N. Labour Wrought and Put-up for Doors, Windows &

Ventilators

Labour wrought and put up in position of frames inclusive of

fixing holdfasts for doors, windows, ventilators etc.,cu.m. 5117.00

Labour wrought and put up in position Shutters for fully

panelled doors (external or internal) moulded panels including

labour charges for fixing furniture fittings complying with

standard drawings and standard specification.

sq.m. 577.30

Labour wrought and put up in position Shutters for fully

panelled doors internal five plywood panels including labour

charges for fixing furniture fittings complying with standard

drawings and standard specification.

sq.m. 480.70

Labour wrought and put up in position Shutters for glazed and

panelled doors including labour charges for fixing furniture

fittings complying with standard drawings and standard

specification.

sq.m. 537.00

Labour wrought and put up in position Shutters for Framed

and planked doors including labour charges for fixing furniture

fittings complying with standard drawings and standard

specification.

sq.m. 447.35

Labour wrought and put up in position Shutters for ledged and

braced and planked doors including labour charges for fixing

furniture fittings complying with standard drawings and

standard specification.

sq.m. 303.60

Labour wrought and put up in position Shutters for Glazed

windows including labour charges for fixing furniture fittings

complying with standard drawings and standard specification.

sq.m. 537.00

Labour wrought and put up in position Shutters for Windows

panelled including labour charges for fixing furniture fittings

complying with standard drawings and standard specification.

sq.m. 577.30

Labour wrought and put up in position Shutters for windows

ledged and braced and planked doors including labour charges

for fixing furniture fittings complying with standard drawings

and standard specification.

sq.m. 303.60

Labour wrought and put up in position Frames, shutters for

Ventilators glazed fixed double frames and with wire netting

complete fixed in position in accordance with standard

drawings and standard specification.

sq.m. 480.70

Labour wrought and put up in position Frames, Shutters for

Swing Ventilators and fixed in position in accordance with

standard drawings and standard specification.

sq.m. 448.50

Page 177: Schedule of rates for construction works

Labour charges for fixing doors alongwith frames in position

etc., complete (finished work)sq.m. 86.25

Labour charges for fixing windows and ventilators along with

frames in position etc., complete.sq.m. 108.10

Labour wrought and put up in position Flush shutters

Single leaf shutter sq.m. 80.20

Double leave shutters sq.m. 124.20

Labour wrought and put up in position fly proof wire gauge

shutters for doors, windows and ventilators. sq.m. 287.50

Labour wrought and put up for Providing teak wood weldmesh

screen with frames 3"x3" (0.075m x 0.075m)sq.m. 400.00

Breaking Metals

Labour charges for breaking 40mm metal from departmental

blasted stonescu.m. 152.95

Labour charges for breaking 20mm metal from departmental

blasted stonescu.m. 228.85

Labour charges for breaking 50mm metal from departmental

blasted stonescu.m. 91.40

Cement Mortar

Grinding Mortar (Special Grinding lime) cu.m. 138.85

Grinding Mortar (Ordinary grinding lime) cu.m. 105.90

Mixing Mortar - Cement by manual cu.m. 43.35

Page 178: Schedule of rates for construction works

Mixing Mortar - Cement by Machine Mixing cu.m. 57.60

Metal and Iron works

Petty ironwork for truss, straps etc., (Wrought & fixed) labour

onlyKg 20.80

Iron works for trusess & record racks (labour only) Kg 19.25

Supplying & fixing mild steel grills for windows, ventilators,

etc., including priming coat.Kg 12.00

Fixing M.S.Rods round / square for windows Kg 11.20

Fixing Iron bars in windows and ventilators Kg 11.20

Page 179: Schedule of rates for construction works

Page 189

Sl.

No.Material

Source of

Supply

Dis

tance

(Km

s)

Unit Cost ICLead

Charges

Loadin

g &

Unlo

adin

g

Total

1 Cement Chinnamanur MT 5500.00 -- 0.00 -- 5500.00

2 Steel Chinnamanur MT 48000.00 -- 0.00 -- 48000.00

3 Sand for mortor Gandamanur 26 m3 110.00 -- 180.40 -- 290.40

4 Sand for filling Gandamanur 26 m3 110.00 -- 180.40 -- 290.40

5 Rough Stone for masonry Kombai 6 m3 332.00 -- 46.80 -- 378.80

6 Bond Stone Kombai 6 m3 455.00 -- 46.80 -- 501.80

7 HGB 40mm ISS metal Kombai 6 m3 742.00 -- 46.80 -- 788.80

8 HGB 20mm ISS metal Kombai 6 m3 1034.00 -- 46.80 -- 1080.80

9 HGB 10-12mm ISS metal Kombai 6 m3 831.50 -- 46.80 -- 878.30

10 HGB 6-10mm ISS metal Kombai 6 m3 591.50 -- 46.80 -- 638.30

7 Country bricks of size 8 3/4" x 4

1/4" x 2

3/4" Kombai 6 1000

Nos.

3985.00 -- 39.60 -- 4024.60

12 Brick jelly 40mm Kombai 6 m3 495.00 -- 32.40 -- 527.40

13 Brick jelly 20mm Kombai 6 m3 550.00 -- 32.40 -- 582.40

14 Pressed tiles 23 x 23 x 2cm Theni 29 1000 Nos 12340.00 -- 112.15 -- 12452.15

15 Slacked lime Chinnamanur 8 m3 869.00 -- 43.20 -- 912.20

16 Gravel Kombai 6 m3 130.00 -- 46.80 -- 176.80

Note:

LEAD STATEMENT

SPECIAL REPAIRS TO THE MAIN BUILDING IN THE GOVT. PRIMARY HEALTH CENTRE AT ODAIPATTI VILLAGE IN THENI

DISTRICT.

Certified that the Lead particulars furnished above are correct to the best of my knowledge and belief, and the lead adopted for Cement

& Steel (i.e.,) 6 Km from site of work is correct.

NAME OF WORK

Page 180: Schedule of rates for construction works

Page 190

11 Country Bricks of size 8 3/4"

x 41/4"

x 23/4" Chinnamanur 6 1000 Nos 3985.00 -- 0.00 -- 3985.00

5 II Class Table Moulded Chamber Burnt Bricks of

size 9" x 41/2" x 3"

Chinnamanur 23 1000 Nos. 5500.00 0.00 227.55 0.00 5727.55

6 II Class Table Moulded Chamber Burnt Bricks of

size 9" x 43/8" x 2

3/4"

Chinnamanur 23 1000 Nos. 5290.00 0.00 227.55 0.00 5517.55

7 II Class Ground Moulded Chamber Burnt Bricks of

size 9" x 43/8" x 2

3/4"

Chinnamanur 23 1000 Nos. 4600.00 0.00 227.55 0.00 4827.55

9 HGB 25mm ISS metal Kombai 24 cu.m. 638.00 0.00 168.60 0.00 806.60

20 Fly Ash Bricks Chinnamanur 8 1000 Nos. 4740.00 0.00 88.00 0.00 4828.00

Page 181: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

SUB DATA

1 Cement Mortar 1:2

720.00 KG Cement 5500.00 MT 3960.00

1.00 m3 Sand for Mortar 290.40 m3 290.40

1.00 m3 Mixing charges 43.35 m3 43.35

4293.75

Rate for 1 m3 Rs. 4293.75

2 Cement Mortar 1:3

480.00 KG Cement 5500.00 MT 2640.00

1.00 m3 Sand for Mortar 290.40 m3 290.40

1.00 m3 Mixing charges 43.35 m3 43.35

2973.75

Rate for 1 m3 Rs. 2973.75

3 Cement Mortar 1:4

360.00 KG Cement 5500.00 MT 1980.00

1.00 m3 Sand for Mortar 290.40 m3 290.40

1.00 m3 Mixing charges 43.35 m3 43.35

2313.75

Rate for 1 m3 Rs. 2313.75

4 Cement Mortar 1:5

288.00 KG Cement 5500.00 MT 1584.00

1.00 m3 Sand for Mortar 290.40 m3 290.40

1.00 m3 Mixing charges 43.35 m3 43.35

1917.75

Rate for 1 m3 Rs. 1917.75

5 Cement Mortar 1:6

240.00 KG Cement 5500.00 MT 1320.00

1.00 m3 Sand for Mortar 290.40 m3 290.40

1.00 m3 Mixing charges 43.35 m3 43.35

1653.75

Rate for 1 m3 Rs. 1653.75

7 Lime Mortar 1:2

NAME OF WORK

DATA SHEET

SPECIAL REPAIRS TO THE MAIN BUILDING IN THE GOVT. PRIMARY HEALTH CENTRE AT

ODAIPATTI VILLAGE IN THENI DISTRICT.

2

Page 182: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

0.50 m3 Lime Stone 912.20 m3 456.10

1.00 m3 Sand for Mortar 290.40 m3 290.40

1.00 m3 Grinding Mortar 105.90 m3 105.90

852.40

Rate for 1 m3 Rs. 852.40

8

0.50 m3 Shell Lime 1180.00 m3 590.00

1.00 m3 Sand for Mortar 290.40 m3 290.40

1.00 m3 Grinding Mortar 105.90 m3 105.90

986.30

Rate for 1 m2 Rs. 986.30

9

9.50 m3 Broken Brick Jelly (40mm size ) 527.40 m3 5010.30

3.80 m3 Lime Mortar 1:2 852.40 m3 3239.12

1.80 Nos. Mason II Class 326.00 Each 586.80

17.70 Nos. Mazdoor I Class 228.00 Each 4035.60

14.10 Nos. Mazdoor II Class 206.00 Each 2904.60

Total for 10 cu.m. 15777.00

1577.70

Rate for 1m2 Rs. 1577.70

10 Labour wrought and put up

4.50 Nos. Carpenter I Class 355.00 Each 1597.50

13.20 Nos. Carpenter II Class 326.00 Each 4303.20

8.80 Nos. Mazdoor I Class 228.00 Each 2006.40

Sundries for nails, screws, etc. 79.07

Total 7986.17

7986.17

Rate for 1 m3 Rs. 7986.17

11

1.33 lit. Red oxide primer 145.50 lit. 193.52

0.70 Nos. Painter I Class 293.00 Nos. 205.10

Sundries for brushes etc., LS 2.65

Rate for 1 sq.m. 40.15

MAIN DATE

Lime Mortar 1:2 using Shell Lime for Vertical Joint

Brick Jelly Lime Concrete 1:2:5 using 40mm brick jelly in

Lime Mortar 1:2 - 10 cu.m.

Priming coat for new iron work - 10 sq.m.

3

Page 183: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

1

1.00 cu.m. Earth work excavation in soil 41.79 cu.m. 41.79

1.00 cu.m. Add 100% extra 41.79 cu.m. 41.79

0.33 cu.m. Refilling charges 14.70 cu.m. 4.90

88.48

Rate for 1 m3 Rs. 88.48

2

1.00 cu.m. Earth work excavation in soil (average rate) 41.79 cu.m. 41.79

41.79

Rate for 1 m3 Rs. 41.79

3

1.00 cu.m. Cost of sand for filling 290.40 cu.m. 290.40

1.00 cu.m. Refilling charges 13.00 cu.m. 13.00

303.40

Rate for 1 m3 Rs. 303.40

4

1.00 cu.m. Refilling with earth 14.70 cu.m. 14.70

Earth work excavation for foundation in all soils and sub-soils and

to full depth as may be directed except in rock requiring blasting

inclusive of shoring shuttering, bailing out water wherever

necessary and depositing the surplus earth within the compound

in places shown by the departmental officers with an initial lead

of 10 mts and initial lift of 2 mts. and clearing and levelling the

site, etc., complete complying with standard specification.

Earth work Open excavation in all soils and sub-soils and to full

depth as may be directed except in rock requiring blasting

inclusive of shoring shuttering, bailing out water wherever

necessary and depositing the excavated earth with a lead of 10

mts. within the compound in places shown by the departmental

officers and clearing and levelling the site, etc., complete

complying with standard specification.

Supplying and filling in foundation, basement, etc with filling sand

in layers of not more than 15 cm thick well watered, rammed and

consolidated etc. complete complying with standard specification

and as directed by the departmental officers.

Note: The cost of earth work excavation shall be calculated

based on the classifications of soils furnished in the trial pit details

appended with the estimates

Refilling with excavated earth other than sand with an initial head

load of 100 mts. and depositing the earth as shown by the

departmental officers in layers of not more than 15 cm thick well

rammed, watered and consolidated etc. complete complying with

standard specification

4

Page 184: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

14.70

Rate for 1 m3 Rs. 14.70

5

9.00 cu.m. Broken stone Jelly - 40mm size 788.80 cu.m. 7099.20

4.50 cu.m. Cement mortar (1:5) 1917.75 cu.m. 8629.88

1.80 Nos. Mason II Class 326.00 Each 586.80

17.70 Nos. Mazdoor I Class 228.00 Each 4035.60

14.10 Nos. Mazdoor II Class 206.00 Each 2904.60

Total for 10 cu.m. 23256.08

Rate for 1 m3 Rs. 2325.65

6

1300.00 Nos. Country bricks of size 83/4" x 41/4" x 2 3/4" 4024.60 1000 Nos. 5231.98

0.708 cu.m. Cement mortar 1:6 1653.75 cu.m. 1170.86

1.00 Nos. Mason I Class 363.00 Each 363.00

2.00 Nos. Mason II Class 326.00 Each 652.00

2.00 Nos. Mazdoor I Class 228.00 Each 456.00

4.00 Nos. Mazdoor II Class 206.00 Each 824.00

Total for 100 cft (or) 2.83168 cu.m. 8697.84

Rate for 1 m3 Rs. 3071.65

a Foundation & Basement 3071.65 3071.65

b In Ground floor 3071.65 44.65 3116.30

c In First floor 3116.30 89.00 3205.30

d In Second floor 3205.30 89.00 3294.30

e In Third floor 3294.30 89.00 3383.30

f In Fourth floor 3383.30 89.00 3472.30

g In Fifth floor 3472.30 89.00 3561.30

7

Cement Concrete 1:5:10 (One Cement, Five sand and Ten hard

broken stone jelly) using 40 mm gauge hard broken granite stone

jelly for foundation including dewatering wherever necessary and

laid in layers of not more than 15 cm thick well rammed,

consolidated and curing etc. complete complying with standard

specification

Brick work in following Cement Mortar 1:6 (One cement and Six

sand) using best quality of country bricks of size 8-3/4" x 4-1/4" x

2-3/4" for foundation and basement including curing, etc.,

complete complying with standard specifiction.

Brick work in following Cement Mortar 1:5 (One cement and Five

sand) using best quality of country bricks of size 8-3/4" x 4-1/4" x

2-3/4" for foundation and basement including curing, etc.,

complete complying with standard specifiction.

5

Page 185: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

1300.00 Nos. Country bricks of size 83/4" x 41/4" x 2 3/4" 4024.60 1000 Nos. 5231.98

0.708 cu.m. Cement mortar 1:5 1917.75 cu.m. 1357.77

1.00 Nos. Mason I Class 363.00 Each 363.00

2.00 Nos. Mason II Class 326.00 Each 652.00

2.00 Nos. Mazdoor I Class 228.00 Each 456.00

4.00 Nos. Mazdoor II Class 206.00 Each 824.00

8884.75

Rate for 1 m3 Rs. 3137.65

a Foundation & Basement 3137.65 3137.65

b In Ground floor 3137.65 29.55 3167.20

c In First floor 3167.20 59.40 3226.60

d In Second floor 3226.60 59.40 3286.00

e In Third floor 3286.00 59.40 3345.40

f In Fourth floor 3345.40 59.40 3404.80

8

1300.00 Nos. Country bricks of size 83/4" x 41/4" x 2 3/4" 3985.00 1000 Nos. 5180.50

0.708 cu.m. Cement mortar 1:3 2973.75 cu.m. 2105.42

1.00 Nos. Mason I Class 363.00 Each 363.00

2.00 Nos. Mason II Class 326.00 Each 652.00

2.00 Nos. Mazdoor I Class 228.00 Each 456.00

4.00 Nos. Mazdoor II Class 206.00 Each 824.00

9580.92

Rate for 1 m3 Rs. 3383.50

a Foundation & Basement 3383.50 3383.50

b In Ground floor 3383.50 44.65 3428.15

c In First floor 3428.15 89.00 3517.15

d In Second floor 3517.15 89.00 3606.15

e In Third floor 3606.15 89.00 3695.15

f In Fourth floor 3695.15 89.00 3784.15

6

A In Cement Mortar 1:61700.00 Nos. Country bricks of size 8.75" x 4.25" x 2.25" 4024.60 1000 Nos. 6841.82

Brick work in following Cement Mortar 1:3 (One cement and

Three sand) using best quality of country bricks of size 8-3/4" x 4-

1/4" x 2-3/4" for foundation and basement including curing, etc.,

complete complying with standard specifiction.

Brick work in following Cement Mortar using best quality of

country bricks of size 8-3/4" x 4-1/4" x 2-1/4" for foundation and

basement including curing, etc., complete complying with

standard specifiction.

6

Page 186: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

0.793 cu.m. Cement mortar 1:6 1653.75 cu.m. 1311.421.00 Nos. Mason I Class 363.00 Each 363.002.00 Nos. Mason II Class 326.00 Each 652.002.00 Nos. Mazdoor I Class 228.00 Each 456.004.00 Nos. Mazdoor II Class 206.00 Each 824.00

Total for 100 cft (or) 2.83168 cu.m. 10448.24Rate for 1 cu.m. 3689.80

Rate for 1 cu.m.:a For foundation & basement 3689.80 3689.80b In Ground floor 3689.80 44.65 3734.45c In First floor 3734.45 89.00 3823.45d In Second floor 3823.45 89.00 3912.45e In Third floor 3912.45 89.00 4001.45f In Fourth floor 4001.45 89.00 4090.45g In Fifth floor 4090.45 89.00 4179.45B In Cement Mortar 1:5

1700.00 Nos. Country bricks of size 8.75" x 4.25" x 2.25" 4024.60 1000 Nos. 6841.820.793 cu.m. Cement mortar 1:5 1917.75 cu.m. 1520.781.00 Nos. Mason I Class 363.00 Each 363.002.00 Nos. Mason II Class 326.00 Each 652.002.00 Nos. Mazdoor I Class 228.00 Each 456.004.00 Nos. Mazdoor II Class 206.00 Each 824.00

Total for 100 cft (or) 2.83168 cu.m. 10657.60Rate for 1 cu.m. 3763.75

Rate for 1 cu.m.:a For foundation & basement 3763.75 3763.75b In Ground floor 3763.75 44.65 3808.40c In First floor 3808.40 89.00 3897.40d In Second floor 3897.40 89.00 3986.40e In Third floor 3986.40 89.00 4075.40f In Fourth floor 4075.40 89.00 4164.40

C In Cement Mortar 1:31700.00 Nos. Country bricks of size 8.75" x 4.25" x 2.25" 4024.60 1000 Nos. 6841.82

0.793 cu.m. Cement mortar 1:3 2973.75 cu.m. 2358.181.00 Nos. Mason I Class 363.00 Each 363.002.00 Nos. Mason II Class 326.00 Each 652.002.00 Nos. Mazdoor I Class 228.00 Each 456.004.00 Nos. Mazdoor II Class 206.00 Each 824.00

Total for 100 cft (or) 2.83168 cu.m. 11495.00Rate for 1 cu.m. 4059.45

Rate for 1 cu.m.:a For foundation & basement 4059.45 4059.45b In Ground floor 4059.45 44.65 4104.10c In First floor 4104.10 89.00 4193.10d In Second floor 4193.10 89.00 4282.10e In Third floor 4282.10 89.00 4371.10f In Fourth floor 4371.10 89.00 4460.10

7

Page 187: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

7

A In Cement Mortar 1:61160.00 Nos. II class table moulded bricks 9" x 4-1/2" x 3" 5727.55 1000 Nos. 6643.96

0.623 cu.m. Cement mortar 1:6 1653.75 cu.m. 1030.291.00 Nos. Mason I Class 363.00 Each 363.003.00 Nos. Mason II Class 326.00 Each 978.002.00 Nos. Mazdoor I Class 228.00 Each 456.006.00 Nos. Mazdoor II Class 206.00 Each 1236.00

Total for 100 cft (or) 2.83168 cu.m. 10707.24Rate for 1 cu.m. 3781.25

Rate for 1 cu.m.:a For foundation & basement 3781.25 3781.25b In Ground floor 3781.25 44.65 3825.90c In First floor 3825.90 89.00 3914.90d In Second floor 3914.90 89.00 4003.90e In Third floor 4003.90 89.00 4092.90f In Fourth floor 4092.90 89.00 4181.90g In Fifth floor 4181.90 89.00 4270.90

B In Cement Mortar 1:51160.00 Nos. II class table moulded bricks 9" x 4-1/2" x 3" 5727.55 1000 Nos. 6643.96

0.623 cu.m. Cement mortar 1:5 1917.75 cu.m. 1194.761.00 Nos. Mason I Class 363.00 Each 363.003.00 Nos. Mason II Class 326.00 Each 978.002.00 Nos. Mazdoor I Class 228.00 Each 456.006.00 Nos. Mazdoor II Class 206.00 Each 1236.00

Total for 100 cft (or) 2.83168 cu.m. 10871.72Rate for 1 cu.m. 3839.35

Rate for 1 cu.m.:a For foundation & basement 3839.35 3839.35b In Ground floor 3839.35 44.65 3884.00c In First floor 3884.00 89.00 3973.00d In Second floor 3973.00 89.00 4062.00e In Third floor 4062.00 89.00 4151.00f In Fourth floor 4151.00 89.00 4240.00

C In Cement Mortar 1:31160.00 Nos. II class table moulded bricks 9" x 4-1/2" x 3" 5727.55 1000 Nos. 6643.96

0.623 cu.m. Cement mortar 1:3 2973.75 cu.m. 1852.651.00 Nos. Mason I Class 363.00 Each 363.003.00 Nos. Mason II Class 326.00 Each 978.002.00 Nos. Mazdoor I Class 228.00 Each 456.006.00 Nos. Mazdoor II Class 206.00 Each 1236.00

Total for 100 cft (or) 2.83168 cu.m. 11529.60Rate for 1 cu.m. 4071.65

Rate for 1 cu.m.:

Brick work in following Cement Mortar using best quality II class

table moulded chamber burnt bricks of size 9" x 4-1/2" x 3" for

foundation and basement including curing, etc., complete

complying with standard specifiction.

8

Page 188: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

a For foundation & basement 4071.65 4071.65b In Ground floor 4071.65 44.65 4116.30c In First floor 4116.30 89.00 4205.30d In Second floor 4205.30 89.00 4294.30e In Third floor 4294.30 89.00 4383.30f In Fourth floor 4383.30 89.00 4472.30

8

A In Cement Mortar 1:61300.00 Nos. II class table moulded bricks 9"x4-3/8"x2-3/4" 5517.55 1000 Nos. 7172.82

0.708 cu.m. Cement mortar 1:6 1653.75 cu.m. 1170.861.00 Nos. Mason I Class 363.00 Each 363.003.00 Nos. Mason II Class 326.00 Each 978.002.00 Nos. Mazdoor I Class 228.00 Each 456.006.00 Nos. Mazdoor II Class 206.00 Each 1236.00

Total for 100 cft (or) 2.83168 cu.m. 11376.67Rate for 1 cu.m. 4017.65

Rate for 1 cu.m.:a For foundation & basement 4017.65 4017.65b In Ground floor 4017.65 44.65 4062.30c In First floor 4062.30 89.00 4151.30d In Second floor 4151.30 89.00 4240.30e In Third floor 4240.30 89.00 4329.30f In Fourth floor 4329.30 89.00 4418.30g In Fifth floor 4418.30 89.00 4507.30

B In Cement Mortar 1:51300.00 Nos. II class table moulded bricks 9"x4-3/8"x2-3/4" 5517.55 1000 Nos. 7172.82

0.708 cu.m. Cement mortar 1:5 1917.75 cu.m. 1357.771.00 Nos. Mason I Class 363.00 Each 363.003.00 Nos. Mason II Class 326.00 Each 978.002.00 Nos. Mazdoor I Class 228.00 Each 456.006.00 Nos. Mazdoor II Class 206.00 Each 1236.00

Total for 100 cft (or) 2.83168 cu.m. 11563.58Rate for 1 cu.m. 4083.65

Rate for 1 cu.m.:a For foundation & basement 4083.65 4083.65b In Ground floor 4083.65 44.65 4128.30c In First floor 4128.30 89.00 4217.30d In Second floor 4217.30 89.00 4306.30e In Third floor 4306.30 89.00 4395.30f In Fourth floor 4395.30 89.00 4484.30

C In Cement Mortar 1:31300.00 Nos. II class table moulded bricks 9"x4-3/8"x2-3/4" 5517.55 1000 7172.82

0.708 cu.m. Cement mortar 1:3 2973.75 cu.m. 2105.421.00 Nos. Mason I Class 363.00 Each 363.00

Brick work in following Cement Mortar using best quality II class

table moulded chamber burnt bricks of size 9" x 4-3/8" x 2-3/4" for

foundation and basement including curing, etc., complete

complying with standard specifiction.

9

Page 189: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

3.00 Nos. Mason II Class 326.00 Each 978.002.00 Nos. Mazdoor I Class 228.00 Each 456.006.00 Nos. Mazdoor II Class 206.00 Each 1236.00

Total for 100 cft (or) 2.83168 cu.m. 12311.23Rate for 1 cu.m. 4347.70

Rate for 1 cu.m.:a For foundation & basement 4347.70 4347.70b In Ground floor 4347.70 44.65 4392.35c In First floor 4392.35 89.00 4481.35d In Second floor 4481.35 89.00 4570.35e In Third floor 4570.35 89.00 4659.35f In Fourth floor 4659.35 89.00 4748.35

0.14 cu.m. Cement Mortar 1:4 2313.75 cu.m. 323.93

1.00 Kg Water proofing compound 42.35 Kg 42.35

1.10 Nos. Mason I Class 363.00 Each 399.30

0.50 Nos. Mazdoor I Class 228.00 Each 114.00

1.10 Nos. Mazdoor II Class 206.00 Each 226.60

Total for 10 sq.m. 1106.18

Rate for 1 m2 Rs. 110.70

9

Sub-Data for strutting

98.50 RM Casurina props 10 to 13 cm dia. 21.10 RM 2078.35

Assuming 5 uses, Rate for 1 use 415.67

0.30 Nos. Carpenter I Class 355.00 Each 106.50

0.30 Nos. Mazdoor I Class 228.00 Each 68.40

LS Add for wedges and nails 9.30

Supplying and erecting steel centering including necessary

supports for plane surfaces for Reinforced Cement Concrete

works such as column footings, column pedestals, plinth beams,

grade beams, staircase steps, etc. which require only nominal

strutting using mild steel sheets of size 90cm x 60cm and 10 BG

stiffened with welded mild steel angles of size 25mm x 25mm x 3

mm for boarding, laid over silver oak joists of size 10cm x 6.5cm

spaced at about 75cm centre to centre or at suitable intervals etc.

complete in all floors complying with standard specifcation.

(Payment for centering shall be given after the concrete is laid)

Damp proof course with Cement Mortar 1:4 (One Cement and

Four sand) 12mm thick mixed with best approved quality water

proofing compound conforming to Indian Standard specification

as specified by the departmental officers at 2% by weight of

cement used and finishing, curing etc. complete complying with

standard specification.

10

Page 190: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

Total for 10 sq.m. 599.87

Rate for 1 sq.m. 59.99

Main data

10.00 sq.m. Rate for centering for slab as per (a) 417.00 sq.m. 4170.00

10.00 sq.m. Deduct or strutting 59.99 sq.m. -599.87

Total for 10 sq.m. 3570.13

Rate for 1 m2 Rs 357.05

11

a

Sub Data: 1

Cost of MS sheets and angles for each set:

Weight of MS sheets 10 gauge of size 90cm x

60cm x 3.175mm3.175 x 7850 / 1000 x 0.54 = 13.46 Kg

Weight of MS angles of size 25cm x 25mm x

3mm:

3.6 x 1.1 kg / m = 4.00 Kg

13.46 Kg Cost of MS sheets 48.00 Kg 646.08

4.00 Kg Cost of MS angles 48.00 Kg 192.00

838.08

LS Add for cutting, bending, welding charges etc. LS 83.81

Total for one set (A) 921.89

Sub Data: 2

Cost of MS sheets and angles and silver oak

joists and casurina props for 1 sq.m.

19.00 Set Cost of MS sheets and MS angles (as per A)

(Adopting 40 uses)

921.89 Each 17515.87

Total for 40 uses 17515.87

Total for 1 use / sq.m. (B) 437.90

0.12 cu.m. Cost of silver oak joists of size 10cm x 6.5cm 13060.00 cu.m. 1567.20

98.50 RM Cost of casurina props 10 to 13cm dia. 21.10 RM 2078.35

Total for 5 uses 3645.55

For plane surfaces such as RCC floor slab, roof slab, beams,

lintels, bed blocks, landing slab, waist slab, portico slabs and

beams, etc.complete.

Supplying and erecting centering for sides and soffits including

necessary supports and strutting upto 3.29 M height for plane

surfaces as detailed below in all floors with all cross bracings

using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened

11

Page 191: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

(Adopting 5 uses for silver oak / country wood

joists and casurina props

3645.55

Total for 1 use / sq.m. (C) 729.11

Main Data for centering for 10 sq.m.

10.00 sq.m. Cost of MS sheets and angles (B) 437.90 Each 437.90

10.00 sq.m. Cost of silver oak joists and casurina props

(C)

729.11 cu.m. 729.11

LS Add for silver planks LS 29.16

3.80 Nos. Carpenter I Class 355.00 Each 1349.00

5.40 Nos. Mazdoor I Class 228.00 Each 1231.20

1.00 No Fitter II Class 293.00 Each 293.00

LS Add for wedges, coils, nails, etc., LS 36.46

LS For periodical cleaning and painting of MS

sheets & angles (5% of cost of sheet & angle)

LS 59.81

Total for 10 sq.m. 4165.64

Rate for 1 m2 Rs. 417.00

b

1.00 sq.m. Centering for slab, etc., as per (a) 417.00 1 sq.m. 417.00

Add 10% extra 41.70

458.70

Rate for 1 m2 Rs. 458.70

c1.00 sq.m. Centering for slab and beams etc., as per (a) 417.00 1 sq.m. 417.00

Add 20% extra 83.40

500.40

Rate for 1 m2 Rs. 500.40

d1.00 sq.m. Centering for square columns etc., as per (c) 500.40 sq.m. 500.40

Add 100% extra 500.40

1000.80

Rate for 1 m2 Rs. 1000.80

For plane surfaces such as RCC Circular columns etc. complete.

For plane surfaces such as rectangular or square RCC columns,

For plane surfaces such as vertical slab, side slabs of boxing,

vertical drops, facia, vertical wall, etc.complete.

12

Page 192: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

e1.00 sq.m. Centering for slabs beams etc., as per (a) 417.00 sq.m. 417.00

Add 50% extra 208.50

625.50

Rate for 1 m2 Rs. 625.50

1298.50 RM Cost of casurina props for 5 uses 21.10 RM 2078.35

Cost of materials for one use 415.67

0.30 Nos. Carpenter I Class 355.00 Each 106.50

0.30 Nos. Mazdoor I Class 228.00 Each 68.40

Add for nails, coirs, etc., 9.30

Total for 10 sq.m. 599.87

Rate for 1 sq.m. per 3m height 59.99

Rate for 1 m2 Rs. 20.00

13

9.00 cu.m. 20mm Machine Crushed Stone Jelly 1080.80 cu.m. 9727.20

4.50 cu.m. Sand 290.40 cu.m. 1306.80

3231.00 kg Cement 5500.00 MT 17770.50

3.50 Nos. Mason II Class 326.00 Each 1141.00

21.20 Nos. Mazdoor I Class 228.00 Each 4833.60

35.30 Nos. Mazdoor II Class 206.00 Each 7271.80

Total for 10 cu.m. 42050.90

4205.10

Add for vibration charges 35.25

Rate for 1 cu.m. 4240.35

Rate for 1 cu.m.:

a Foundation and Basement 4240.35

b For Ground floor 4240.35 44.65 4285.00

c For First floor 4285.00 89.00 4374.00

Providing additional strutting to centering of RCC slabs of plain

Cement Concrete 1:2:4 (One Cement, Two sand and Four hard

broken stone jelly) using 20 mm gauge hard broken granite stone

jelly for all RCC items of works excluding cost of reinforcement

grill and fabricating charges, centering and shuttering but

including laying, vibrating with mechanical vibrators, finishing,

curing, etc. and providing fixtures like fan clamps in the RCC floor

/ roof slabs wherever necessary and bearing surfaces of walls,

beams etc. shall be finished smooth with Cement Mortar 1:3 (One

Cement and Three Sand) and kraft paper laid over it without

claiming extra, etc., complete complying with standard

specification and as directed by the departmental officers

For plane surfaces such as Curved surfaces Circular for all RCC

13

Page 193: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

d For Second floor 4374.00 89.00 4463.00

e For Third floor 4463.00 89.00 4552.00

f For Fourth floor 4552.00 89.00 4641.00

g For Fifth floor 4641.00 89.00 4730.00

149.00 cu.m. 20mm Machine Crushed Stone Jelly 1080.80 cu.m. 9727.20

4.50 cu.m. Sand 290.40 cu.m. 1306.80

4308.00 kg Cement 5500.00 MT 23694.00

3.50 Nos. Mason II Class 326.00 Each 1141.00

21.20 Nos. Mazdoor I Class 228.00 Each 4833.60

35.30 Nos. Mazdoor II Class 206.00 Each 7271.80

Total for 10 cu.m. 47974.40

4797.44

Add for vibration charges 35.25

Rate for 1 cu.m. 4832.69

a Foundation and Basement 4832.69

b For Ground floor 4832.69 44.65 4877.34

c For First floor 4877.34 89.00 4966.34

d For Second floor 4966.34 89.00 5055.34

e For Third floor 5055.34 89.00 5144.34

f For Fourth floor 5144.34 89.00 5233.34

g For Fifth floor 5233.34 89.00 5322.34

151.00 Qtl Cost of steel 48000.00 MT 4800.00

0.01 Qtl Binding wire 48.00 Kg 48.00

3.50 Nos. Fitter I Class 316.00 Each 1106.00

5954.00

Rate for 1 Qtl 5954.00

16

9.00 cu.m. Broken Stone (20mm size ) 1080.80 cu.m. 9727.20

4.50 cu.m. Cement Mortar 1:2 4293.75 cu.m. 19321.88

1.80 Nos. Mason II Class 326.00 Each 586.80

17.70 Nos. Mazdoor I Class 228.00 Each 4035.60

14.10 Nos. Mazdoor II Class 206.00 Each 2904.60

Rate for 10 cu.m. 36576.08

Rate for 1 m3 Rs. 3657.65

Cement Concrete 1:1-1/2:3 (One Cement, One and a half sand

Supplying, fabricating and placing in position Mild Steel / Ribbed

Plain Cement Concrete 1:2:4 (one cement, two sand and four

hard broken stone jelly) using 20mm jelly for wearing coat

including laying, compacting, finishing and curing, etc., complete

as per standard specificatins and as directed by the departmental

officers.

14

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Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

17

9.00 cu.m. 40mm Machine Crushed Stone Jelly 788.80 cu.m. 7099.20

4.50 cu.m. Cement mortar (1:5) 1917.75 cu.m. 8629.88

1.80 Nos. Mason II Class 326.00 Each 586.80

17.70 Nos. Mazdoor I Class 228.00 Each 4035.60

14.10 Nos. Mazdoor II Class 206.00 Each 2904.60

Total for 10 cu.m. 23256.08

Rate for 1 m3 Rs. 2325.65

18

a Foundation and basement

1.08 cu.m. Brick work in C.M.1:3 in F & B 3383.50 cu.m. 3654.18

1.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 4017.18

Rate for 1 m2 Rs. 401.75

b Ground Floor

1.08 cu.m. Brick Work in C.M.1:3 in Ground floor 3428.15 cu.m. 3702.40

1.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 4065.40

Rate for 1 m2 Rs. 406.55

c First Floor

1.08 cu.m. Brick Work in C.M.1:3 in First Floor 3517.15 cu.m. 3798.52

1.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 4161.52

Rate for 1 sq.m. 416.20

d Second Floor

1.08 cu.m. Brick Work in C.M.1:3 in Second Floor 3606.15 cu.m. 3894.64

Cement Concrete 1:5:10 (One cement, Five sand and Ten hard

broken stone) using 40 mm gauge hard broken jelly for flooring

including laying, consolidating, finishing, rendering the top

surface rough to receive the floor, curing, etc. complete complying

with standard specification. (The rate is inclusive of necessary

planking for panelling wherever necessary and as directed by the

departmental officers

Brick Partition walls of 10.80cm thickness using best quality

country bricks of size 8-3/4" x 4-1/4" x 2-1/4" in Cement Mortar

1:3 (One Cement and Three Sand) using hoop iron reinforcement

if found necessary including curing etc. complete and as directed

by the departmental officers. (Hoop iron reinforcement will be

measured and paid for separately)

15

Page 195: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

1.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 4257.64

Rate for 1 sq.m. 425.80

e Third Floor

1.08 cu.m. Brick Work in C.M.1:3 in Third Floor 3695.15 cu.m. 3990.76

1.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 4353.76

Rate for 1 sq.m. 435.40

f Fourth Floor

1.08 cu.m. Brick Work in C.M.1:3 in Fourth Floor 3784.15 cu.m. 4086.88

1.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 4449.88

Rate for 1 sq.m. 445.00

19

a Foundation and basement1.15 cu.m. Brick work in C.M.1:3 in F & B 4071.65 cu.m. 4682.401.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 5045.40Rate for 1 sq.m. 504.55

b Ground Floor1.15 cu.m. Brick Work in C.M.1:3 in Ground floor 4116.30 cu.m. 4733.751.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 5096.75Rate for 1 sq.m. 509.70

c First Floor1.15 cu.m. Brick Work in C.M.1:3 in first Floor 4205.30 cu.m. 4836.101.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 5199.10Rate for 1 sq.m. 519.95

d Second Floor1.15 cu.m. Brick Work in C.M.1:3 in Second Floor 4294.30 cu.m. 4938.451.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 5301.45Rate for 1 sq.m. 530.15

e Third Floor1.15 cu.m. Brick Work in C.M.1:3 in Third Floor 4383.30 cu.m. 5040.801.00 No. Extra Mason I Class 363.00 Each 363.00

Brick partition walls of 11.50cm thickness using best quality II

class table moulded chamber burnt bricks of size 9" x 4-1/2" x 3"

in Cement Mortar 1:3 (One Cement and Three Sand) using hoop

iron reinforcement if found necessary including curing etc.

complete and as directed by the departmental officers. (Hoop iron

16

Page 196: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

Total for 10 sq.m. 5403.80Rate for 1 sq.m. 540.40

20

a Foundation and basement1.15 cu.m. Brick work in C.M.1:3 in F & B 4347.70 cu.m. 4999.861.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 5362.86Rate for 1 sq.m. 536.30

b Ground Floor1.15 cu.m. Brick Work in C.M.1:3 in Ground floor 4392.35 cu.m. 5051.201.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 5414.20Rate for 1 sq.m. 541.45

c First Floor1.15 cu.m. Brick Work in C.M.1:3 in First Floor 4481.35 cu.m. 5153.551.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 5516.55Rate for 1 sq.m. 551.70

d Second Floor1.15 cu.m. Brick Work in C.M.1:3 in Second Floor 4570.35 cu.m. 5255.901.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 5618.90Rate for 1 sq.m. 561.90

e Third Floor1.15 cu.m. Brick Work in C.M.1:3 in Third Floor 4659.35 cu.m. 5358.251.00 No. Extra Mason I Class 363.00 Each 363.00

Total for 10 sq.m. 5721.25Rate for 1 sq.m. 572.15

219.00 cu.m. Broken stone jelly 40mm 788.80 cu.m. 7099.20

4.50 cu.m. Cement mortar 1:3 2973.75 cu.m. 13381.88

1.80 Nos. Mason II Class 326.00 Each 586.80

17.70 Nos. Mazdoor I Class 228.00 Each 4035.60

14.10 Nos. Mazdoor II Class 206.00 Each 2904.60

Total for 10 cu.m. 28008.08

Rate for 1 cu.m. 2800.81

a For Ground floor 2800.81 44.65 2845.46

Brick partition walls of 11.50cm thickness using best quality II

class table moulded chamber burnt bricks of size 9" x 4-3/8" x 2-

3/4" in Cement Mortar 1:3 (One Cement and Three Sand) using

hoop iron reinforcement if found necessary including curing etc.

complete and as directed by the departmental officers. (Hoop iron

Cement Concrete 1:3:6 (One Cement, Three sand and Six broken

17

Page 197: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

b For First floor 2845.46 89.00 2934.46

c For Second floor 2934.46 89.00 3023.46

d For Third floor 3023.46 89.00 3112.46

e For Fourth floor 3112.46 89.00 3201.46

22

9.00 cu.m. 10 to 12.50mm HBGS Jelly 878.30 cu.m. 7904.70

4.50 cu.m. Cement Mortar 1:2 4293.75 cu.m. 19321.88

1.80 Each Mason II Class 326.00 Each 586.80

17.70 Each Mazdoor I Class 228.00 Each 4035.60

14.10 Each Mazdoor II Class 206.00 Each 2904.60

Total for 10 cu.m. 34753.58

Rate for 1 cu.m. 3475.36

MAIN DATA

a For 20mm thick

0.20 cu.m. Cement Concrete 1:2:4 3475.36 cu.m. 69.51

LS Add for top rubbed smooth with power trawl,

thread lining, curing etc.,

LS 3.48

72.98

Rate for 1 m2 Rs. 73.00

b For 25mm thick

0.25 cu.m. Cement Concrete 1:2:4 3475.36 cu.m. 86.88

LS Add for top rubbed smooth with power trawl,

thread lining, curing etc.,

LS 4.34

91.23

Rate for 1 m2 Rs. 91.25

c For 40mm thick

0.40 cu.m. Cement concrete 1:2:4 3475.36 cu.m. 139.01

LS Add for top rubbed smooth with power trawl,

thread lining, curing etc.,

LS 6.95

Rate for 1 sq.m. 145.97

Rate for 1 sq.m. 146.00

23A

10.00 sq.m. Marble Slabs of size 4'0'' x 2'0'' and above 935.00 sq.m. 9350.00

0.21 cu.m. Cement Mortar 1:3 2973.75 cu.m. 624.49

18.00 Kg White Cement 23.00 Kg 414.00

Using Marble Slabs of size 4'0'' x 2'0'' and above (Observed Data)

Providing Granolithic floor finish of the following thickness with

SUB DATA-PCC 1:2:4

Flooring with Snow White Marble Slab (Adanga) 18mm to 20mm

18

Page 198: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

3.00 Nos. Mason I Class 363.00 Each 1089.00

1.25 Nos. Mason II Class 326.00 Each 407.50

0.50 Nos. Stone Cutter I Class 280.00 Each 140.00

8.00 Nos. Mazdoor I Class 228.00 Each 1824.00

7.00 Nos. Mazdoor II class 206.00 Each 1442.00

LS Cutting Blades at 12% of Labour Charges LS 588.30

1.25 Nos. Polishing stone, Rough (80) 60.50 Nos. 75.63

0.75 Nos. Medium (200) 84.70 Nos. 63.53

0.30 Nos. Nice (300) 96.80 Nos. 29.04

1.00 Kg Oxalic Acid 39.80 Kg 39.80

0.25 Kg Tin Oxide 159.00 Kg 99.38

1.00 Kg Marble Powder 4.80 Kg 4.80

0.50 Kg Cotton Waste 9.20 Kg 4.60

1.00 sq.m. Kithan Bag 10.80 sq.m. 10.80

1.00 Day Hire Charges for Polishing Machinary 173.25 Day 173.25

2.00 Units Electricity charges 9.90 Unit 19.80

Total for 10 sq.m. 16399.90

Rate for 1 m2 Rs. 1640.00

B

10.00 sq.m. Marble Slabs of size 4'0'' x 2'0'' and above 511.00 sq.m. 5110.00

0.21 cu.m. Cement Mortar 1:3 2973.75 cu.m. 624.49

18.00 Kg White Cement 23.00 Kg 414.00

3.00 Nos. Mason I Class 363.00 Each 1089.00

1.25 Nos. Mason II Class 326.00 Each 407.50

0.50 Nos. Stone Cutter I Class 280.00 Each 140.00

8.00 Nos. Mazdoor I Class 228.00 Each 1824.00

7.00 Nos. Mazdoor II class 206.00 Each 1442.00

LS Cutting Blades at 12% of Labour Charges LS 588.30

1.25 Nos. Polishing stone, Rough (80) 60.50 Nos. 75.63

0.75 Nos. Medium (200) 84.70 Nos. 63.53

0.30 Nos. Nice (300) 96.80 Nos. 29.04

1.00 Kg Oxalic Acid 39.80 Kg 39.80

0.25 Kg Tin Oxide 159.00 Kg 99.38

1.00 Kg Marble Powder 4.80 Kg 4.80

0.50 Kg Cotton Waste 9.20 Kg 4.60

1.00 sq.m. Kithan Bag 10.80 sq.m. 10.80

1.00 Day Hire Charges for Polishing Machinary 173.25 Day 173.25

2.00 Units Electricity charges 9.90 Unit 19.80

Total for 10 sq.m. 12159.90

Rate for 1 m2 Rs. 1216.00

Using Marble Slabs of size 2'0'' x 2.0" and below (Observed Data)

19

Page 199: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

24

A

10.00 sq.m. Fine polished Kotta Stone Slab above 600 x

600 of 18 / 20mm size

533.00 sq.m. 5330.00

0.21 cu.m. Cement Mortar 1:3 2973.75 cu.m. 624.49

1.10 Nos. Mason I Class 363.00 Each 399.30

2.70 Nos. Mason II Class 326.00 Each 880.20

2.70 Nos. Mazdoor I Class 228.00 Each 615.60

3.30 Nos. Mazdoor II Class 206.00 Each 679.80

LS Cement slurry LS 62.45

4.00 Kg Colour cement 26.65 Kg 106.60

Total for 10 sq.m. 8698.44

Rate for 1 m2 Rs. 869.90

B

10.00 sq.m. Fine polished Kotta Stone Slab below 600 x

600 of 18 / 20mm size

467.00 sq.m. 4670.00

0.21 cu.m. Cement Mortar 1:3 2973.75 cu.m. 624.49

1.10 Nos. Mason I Class 363.00 Each 399.30

2.70 Nos. Mason II Class 326.00 Each 880.20

2.70 Nos. Mazdoor I Class 228.00 Each 615.60

3.30 Nos. Mazdoor II Class 206.00 Each 679.80

LS Cement slurry LS 62.45

4.00 Kg Colour cement 26.65 Kg 106.60

Total for 10 sq.m. 8038.44

Rate for 1 m2 Rs. 803.90

25

Using Kota Stone Slab (Observed Data)10.50 sq.m. Kotta stone 600 x 600 of 18 / 20mm

(un-polished)

266.50 sq.m. 2798.25

0.21 cu.m. Cement Mortar 1:3 2973.75 cu.m. 624.49

64.00 Kg Cement slurry 5500.00 MT 352.00

Using Fine polished Kotta Stone Slab below 600 x 600 of 18 /

20mm size (Observed Data)

Paving the floor with best approved quality fine polished Kotta

Paving the floor with kotta stone slab of size 600 x 600 of 18 /

20mm (un-polished) in all floors laid in of cement mortor 1:3 (one

cement three sand), 20mm thick and pointed with colour cement

neatly including polishing with polishing stone and oxalic acid etc.,

so as to perfectly smooth and glossy and including hire charges

for polishing machine and power consumption charges etc. The

kota stone slabs and other materials to be used shall be got

approved by the Executive Engineer concerned before use on

work, etc., complete as per standard speicification.

Using Fine polished Kotta Stone Slab above 600 x 600 of 18 /

20mm size (Observed Data)

20

Page 200: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

3.00 Nos. Mason I Class 363.00 Each 1089.00

1.25 Nos. Mason II Class 326.00 Each 407.50

5.00 Nos. Mazdoor I Class 228.00 Each 1140.00

4.00 Nos. Mazdoor II Class 206.00 Each 824.00

1.00 Day Hire charges for polishing machinery 173.25 Each 173.25

1.10 Nos. Floor Polisher 281.00 Each 309.10

2.00 Units Electricity 9.90 Units 19.80

0.50 Kg Cotton waste 9.20 Kg 4.60

Sundrise for polish stone (20% of polisher) 61.82

Total for 10 sq.m. 7803.81

Rate for 1 sq.m. 780.40

26

10.00 sq.m. Fine Polished Granite Slab 1200 x 600 of 18 /

20mm thick of Synthetic Grey, Paradise and

similar varieties

1331.00 sq.m. 13310.00

0.21 cu.m. Cement Mortar 1:3 2973.75 cu.m. 624.49

1.10 Nos. Mason I Class 363.00 Each 399.30

2.70 Nos. Mason II Class 326.00 Each 880.20

2.70 Nos. Mazdoor I Class 228.00 Each 615.60

3.30 Nos. Mazdoor II Class 206.00 Each 679.80

0.50 Nos. Stone Cutter I Class 280.00 Each 140.00

14.00 Kg Cement slurry 5500.00 MT 77.00

0.50 Kg Cotton Waste 9.20 Kg 4.60

4.00 Kg Colour cement 26.65 1 Kg 106.60

Total for 10 sq.m. 16837.59

Rate for 1 m2 Rs. 1683.80

27

Sub-Data for Pointing

0.01 cu.m. Cement mortar 1:3 2973.75 cu.m. 29.74

1.60 Nos. Mason II Class 326.00 Each 521.60

0.50 Nos. Mazdoor I Class 228.00 Each 114.00

1.10 Nos. Mazdoor II Class 206.00 Each 226.60

LS Add for black oxide LS 2.97

Total for 10 sq.m. 894.91

Rate for 1 sq.m. 89.50

MAIN DATA

10.50 sq.m. Cuddapah Slab 38 / 40mm thick 330.00 sq.m. 3465.00

Paving the floor with best approved quality fine polished Granite

Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Synthetic

Grey, Paradise and similar varieties with machine cut edges laid

over a cement mortar bed of 20mm thick using cement mortar 1:3

(One cement and three sand) fixing the slabs with required

Paving the floor with fine polished Cuddapah Stone slab of 38 /

21

Page 201: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

0.21 cu.m. Cement Mortar 1:3 2973.75 cu.m. 624.49

10.00 sq.m. Pointing with CM 1:3 89.50 sq.m. 895.00

1.10 Nos. Mason I Class 363.00 Each 399.30

2.10 Nos. Mason II Class 326.00 Each 684.60

2.20 Nos. Mazdoor I Class 228.00 Each 501.60

1.10 Nos. Mazdoor II class 206.00 Each 226.60

Total for 10 sq.m. 6796.59

Rate for 1 m2 Rs. 679.70

28

Using Marbonite Tiles (Observed Data)

10.00 sq.m. Marbonite Tiles 600 x 600 x 8mm 990.00 sq.m. 9900.00

0.21 cu.m. Cement Mortar 1:3 2973.75 cu.m. 624.49

4.00 Kg White Cement mixed with colour pigments 26.65 Kg 106.60

1.20 Nos. Mason I Class 363.00 Each 435.60

1.00 Nos. Mason II Class 326.00 Each 326.00

0.50 Nos. Stone Cutter I Class 280.00 Each 140.00

1.00 Nos. Mazdoor I Class 228.00 Each 228.00

1.00 Nos. Mazdoor II Class 206.00 Each 206.00

0.50 Kg Cotton Waste 9.20 Kg 4.60

Total for 10 sq.m. 11971.29

Rate for 1 m2 Rs. 1197.20

29

a Self Designed Colour Ceramic Tiles of size

305 x 305 x 6mm (Observed Data)108.00 Nos. Cost of Tiles 50.80 Each 5486.40

0.21 cu.m. Cement Mortar 1:3 2973.75 cu.m. 624.49

3.00 Kg White Cement mixed with colour pigments 26.65 Kg 79.95

1.20 Nos. Mason I Class 363.00 Each 435.60

1.00 Nos. Mason II Class 326.00 Each 326.00

0.50 Nos. Stone Cutter I Class 280.00 Each 140.00

1.00 Nos. Mazdoor I Class 228.00 Each 228.00

1.00 Nos. Mazdoor II Class 206.00 Each 206.00

0.50 Kg Cotton Waste 9.20 Kg 4.60

Total for 10 sq.m. 7531.04

Flooring with following ceramic tiles of size 305 x 305 x 6 mm laid

over 20 mm thick cement mortar 1:3 (One Cement and Three

Sand) base mortar over the existing slab / floor including cutting

the tiles to the required size with special cutter wherever

necessary, laying in position and pointing with white cement

mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc.,

complete complying with standard specification. (The make and

brand of the tiles should be got approved by Executive Engineer

Paving the floor with best quality Morbonite Tiles of size 600 x

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Rate for 1 m2 Rs. 753.20

b Plain Ceramic Tiles of size 305 x 305 x 6mm

(Observed Data)

108.00 Nos. Cost of Tiles 36.30 Each 3920.40

10.00 sq.m. Cost of cement mortar, labour, etc., as above 2044.64

Total for 10 sq.m. 5965.04

Rate for 1 m2 Rs. 596.60

23

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30

Using anti-skid tiles (Observed Data)10.00 sq.m. Pre-polished concrete anti-skid tiles 484.00 sq.m. 4840.000.21 cu.m. Cement Mortar 1:3 2973.75 cu.m. 624.491.10 Nos. Mason I st Class 363.00 Nos. 399.302.70 Nos. Mason II Class 326.00 Nos. 880.202.70 Nos. Mazdoor I Class 228.00 Nos. 615.603.30 Nos. Mazdoor II Class 206.00 Nos. 679.804.00 Kg Colour Cement 26.65 Kg 106.60

Rate for 10 sq.m. 8145.99Rate for 1 sq.m. 814.60

31

Using anti-skid step tiles (Observed Data)10.00 sq.m. Pre-polished concrete anti-skid step tiles 531.00 sq.m. 5310.000.21 cu.m. Cement Mortar 1:3 2973.75 cu.m. 624.491.10 Nos. Mason I st Class 363.00 Nos. 399.302.70 Nos. Mason II Class 326.00 Nos. 880.202.70 Nos. Mazdoor I Class 228.00 Nos. 615.603.30 Nos. Mazdoor II Class 206.00 Nos. 679.804.00 Kg Colour Cement 26.65 Kg 106.60

Rate for 10 sq.m. 8615.99Rate for 1 sq.m. 861.60

32

a Dadooing with white glazed tiles of size

150mm x 150mm x 6mm

450.00 Nos. Cost of Tiles 8.45 Each 3802.500.10 cu.m. Cement mortar 1:2 4293.75 cu.m. 429.384.00 Kg White cement 23.00 Kg 92.00

Dadooing walls with following best approved quality, white /

colour glazed tiles of following sizes set in Cement Mortar 1:2

(One Cement and Two sand) 10mm thick and pointing the joints

with white cement mixed with colouring pigments at the rate of

Paving the floor with pre-polished concrete anti-skid tiles

(Required shape and design) of 20mm thick of approved quality

and colour laid in Cement Mortar 1:3 (One Cement and Three

sand) 20mm thick and pointed with white cement mixed with

colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc.,

complete complying with standard specification and as directed

by the departmental officers. (The make and brand of the tiles

should be got approved by Executive Engineer before use on

Paving the floor with pre-polished concrete anti-skid step tiles

(Required shape and design) of 20mm thick of approved quality

and colour laid in Cement Mortar 1:3 (One Cement and Three

sand) 20mm thick and pointed with white cement mixed with

colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc.,

complete complying with standard specification and as directed

by the departmental officers. (The make and brand of the tiles

should be got approved by Executive Engineer before use on

24

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1.10 Nos. Mason I Class 363.00 Each 399.304.10 Nos. Mason II Class 326.00 Each 1336.602.70 Nos. Mazdoor I Class 228.00 Each 615.603.30 Nos. Mazdoor II Class 206.00 Each 679.80

Total for 10 sq.m. 7355.18Rate for 1 sq.m. 735.60

b Dadooing with plain colour glazed tiles of size

150mm x 150mm x 6mm

450.00 Nos. Cost of Tiles 9.65 Each 4342.5010.00 sq.m. Cost of cement mortar, labour, etc., as above

(excluding white cement)

3460.68

4.00 Kg White cement mixed with colouring pigments 26.65 Kg 106.60Total for 10 sq.m. 7909.78

Rate for 1 sq.m. 791.00

c Dadooing with printed design colour glazed

tiles of size 150mm x 150mm x 6mm

450.00 Nos. Cost of Tiles 11.40 Each 5130.0010.00 sq.m. Cost of cement mortar, labour, etc., as above

(excluding white cement)

3460.68

4.00 Kg White cement mixed with colouring pigments 26.65 Kg 106.60Total for 10 sq.m. 8697.28

Rate for 1 sq.m. 869.80

d Dadooing with granite tiles of synthetic grey,

paradise, and similar varieties of suitable

sizes10.00 sq.m. Cost of Granite Tiles 726.00 sq.m. 7260.0010.00 sq.m. Cost of cement mortar, labour, etc., as above

(excluding white cement)

3460.68

4.00 Kg White cement mixed with colouring pigments 26.65 Kg 106.60Total for 10 sq.m. 10827.28

Rate for 1 sq.m. 1082.80

e Dadooing with printed design colour glazed

tiles of size 300mm x 200mm x 6mm

167.00 Nos. Cost of Tiles 31.10 Each 5193.700.10 cu.m. Cement mortar 1:2 4293.75 cu.m. 429.384.00 Kg White cement 23.00 Kg 92.001.10 Nos. Mason I Class 363.00 Each 399.304.10 Nos. Mason II Class 326.00 Each 1336.602.70 Nos. Mazdoor I Class 228.00 Each 615.603.30 Nos. Mazdoor II Class 206.00 Each 679.80

Total for 10 sq.m. 8746.38Rate for 1 sq.m. 874.70

33 Weathering course in brick jelly lime concrete using broken brick

25

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12.80 cu.m. Brick Jelly (20mm gauge) 582.40 cu.m. 7454.725.00 cu.m. Slaked lime 912.20 cu.m. 4561.001.80 Nos. Mason I Class 363.00 Each 653.40

17.70 Nos. Mazdoor I Class 228.00 Each 4035.6014.10 Nos. Mazdoor II Class 206.00 Each 2904.60

LS Sundries for wooden beaters, lime jaggery LS 45.61Total for 10 cu.m. 19654.93

Rate for 1 cu.m. 1965.50a In foundation & basement 1965.50b For Ground floor 1965.50 44.65 2010.15c For First floor 2010.15 89.00 2099.15d For Second floor 2099.15 89.00 2188.15e For Third floor 2188.15 89.00 2277.15f For Fourth floor 2277.15 89.00 2366.15g For Fifth floor 2366.15 89.00 2455.15

34

Sub-Data for Pointing with Cement Mortar 0.04 cu.m. Cement Mortar 1:3 2973.75 cu.m. 118.95

0.384 Kg Water Proofing Compound 42.35 Kg 16.262.20 Nos. Mason II Class 326.00 Each 717.200.50 Nos. Mazdoor I Class 228.00 Each 114.001.10 Nos. Mazdoor II Class 206.00 Each 226.60

LS Add for red oxide etc., 5.95Total for 10 sq.m. 1198.96

Rate for 1 sq.m. 119.90

Main Data189.00 Nos. Pressed Tiles of 230mm x 230mm x 20mm 12452.15 1000 2353.46

0.12 cu.m. Cement Mortar 1:3 2973.75 cu.m. 356.8510.00 sq.m. Pointing with Cement Mortar 1:3 119.90 sq.m. 1198.961.152 Kg Water Proofing Compound 42.35 Kg 48.791.10 Nos. Mason I Class 363.00 Each 399.302.10 Nos. Mason II Class 326.00 Each 684.602.20 Nos. Mazdoor I Class 228.00 Each 501.601.10 Nos. Mazdoor II Class 206.00 Each 226.60

Total for 10 sq.m. 5770.15Rate for 1 sq.m. 577.10

35

Using Ornamental Tiles (Observed Data)

Main Data10.00 sq.m. Cost of tiles 513.50 sq.m. 5135.000.25 cu.m. Cement Mortar 1:3 2973.75 cu.m. 743.44

Finishing the top of slopped roof, sun-shade with Machine

Pressed Ornamental Tiles of approved quality laid in cement

mortar 1:3 20mm thick mixed with WPC at 2% by weight of

cement used and top pointed with the same red oxide mixed

mortar etc complete, complying with standard specifications

Finishing the top of roof with one course of machine pressed tiles

26

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10.00 sq.m. Pointing with Cement Mortar 1:3 119.90 sq.m. 1198.962.40 Kg Water Proofing Compound 42.35 Kg 101.643.50 Nos. Mason I Class 363.00 Each 1270.502.50 Nos. Mazdoor I Class 228.00 Each 570.002.25 Nos. Mazdoor II Class 206.00 Each 463.50

Total for 10 sq.m. 9483.04Rate for 1 sq.m. 948.40

36

a 20 / 30mm thick1.00 sq.m. Cost of 20 / 30mm thick cuddapah slab 304.00 1sq.m. 304.001.00 sq.m. Labour for fixing 34.65 1sq.m. 34.65

LS Labour for fixing LS 20.00Rate for 1 sq.m. 358.65

b 38 / 40mm thick1.00 sq.m. Cost of 38 / 40mm thick cuddapah slab 330.00 1sq.m. 330.001.00 sq.m. Labour for fixing 34.65 1sq.m. 34.65

LS Add for Cement Mortar, Black Oxide, etc. LS 20.00Rate for 1 sq.m. 384.65

37

a 160mm dia PVC Pipe3.00 RM Cost of PVC Pipe 351.00 RM 1053.001.00 No. PVC Shoe 160mm dia 109.00 Each 109.001.00 No. PVC Bend 160mm dia 102.70 Each 102.702.00 Nos. Cost of brackets for PVC pipes 21.95 Each 43.894.00 Nos. Cost of teak wood plugs 1.15 Each 4.601.00 No. Cost of cast iron gratings 43.95 Each 43.951.00 No. Plumber I Class 316.00 Each 316.00

Sundries for nails and screws 16.73Total for 3 RM 1689.87

Rate for 1 RM 563.30

b 110mm dia PVC Pipe3.00 RM Cost of PVC Pipe 169.70 RM 509.101.00 No. PVC Shoe 110mm dia 72.70 Each 72.701.00 No. PVC Bend 110mm dia 90.60 Each 90.602.00 Nos. Cost of brackets for PVC pipes 19.95 Each 39.904.00 Nos. Cost of teak wood plugs 1.15 Each 4.601.00 No. Cost of cast iron gratings 29.30 Each 29.301.00 No. Plumber I Class 316.00 Each 316.00

Sundries for nails and screws 10.62Total for 3 RM 1072.82

Rate for 1 RM 357.70

Supplying and fixing fine polished cuddapah slab of following

thickness for cup-board arrangements including laying to correct

alignment with necessary cement mortar and black powder etc,

complete complying with standard specification and as direct.

Supplying and fixing in position best approved of BIS quality PVC

27

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38

Quantity of teak wood required3 x 0.15 x 0.065 = 0.02925 cu.m.Sub-Data for Lac Polish

1.60 Litre Lac Polish 282.00 Litre 451.200.70 Nos. Painter I Class 293.00 Each 205.101.10 Nos. Mazdoor I Class 228.00 Each 250.80

Sundries including brushes, sand paper, glue,

bee's wax, turpentine, etc.

4.51

Rate for 10 sq.m. 911.61

Sub-Data for Labour Wrought and Put-up

(SI No. 402)

4.50 Nos. Carpenter I Class 355.00 Litre 1597.5013.20 Nos. Carpenter II Class 326.00 Each 4303.208.80 Nos. Mazdoor I Class 228.00 Each 2006.40

Sundries for nails, screws, etc. 79.07Rate for 1 cu.m. 7986.17

MAIN DATA0.03 cu.m. Cost of teak wood scantlings above 2m long 93290.00 cu.m. 2728.730.03 cu.m. Labour wrought and put up 7986.17 cu.m. 233.60

LS Add 50% extra labour for architectural LS 116.803.90 sq.m. Lac Polish 911.61 10 sq.m. 355.53

LS Sundries for bolts, screws, etc., 33.18Total for 3 RM 3467.83

Rate for 1 RM 1155.95

39

Supplying and fixing teak wood hand rails with an over all finsihed

size of 50 x 150mm with architectural designs as directed and

fixing in position etc., including polishing two coats with french

(LAC) polish over a coat of bee's waxing complying with standard

specification etc., complete. The wooden hand rails shall have

12mm groove on both faces at 50mm from top polished and the

groove should be painted with black paint. The bottom of hand

rails should be grooved to receive the MS flats 40 x 6mm welded

Supplying and fixing in position steel balustrades using 20mm

square rods spaced at 150mm centre to centre so that the two

balustrades in each step shall be placed centrally and the top of

balustrades connected with the hand rails (cost of hand rail shall

be measured and paid separately) by means of MS flats of size

40mm x 6mm in the groove 40mm x 6mm provided at the bottom

of hand rail; the bottom of balustrades shall be fixed on to the top

of step concrete. An additional MS flat of size 50mm x 6mm shall

be provided at the centre of balustrades connecting all square

rods to the entire length including cost of square rods, flat and

applying one coat of red oxide primer to the iron surfaces, etc.,

28

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Consider a balustrade of size

1.80 x 0.70 metre using 20mm square rod

Area 1.26 sq.m.Weight of 20mm rod required

= 1.80 / 0.15 x (0.70 + 0.06) @ 3.14

28.64 Kg

40 x 6mm flat = 1.80 m x 1.90 Kg / RM 3.42 Kg50 x 6mm flat = 1.80 m x 2.40 Kg / RM 4.32 KgMS rod required 28.64 KgMS flat required 7.74 Kg

Total 36.38 Kg

DATA28.64 kg Cost of MS square rod 48.00 Kg 1374.727.74 kg Cost of MS flat 48.00 Kg 371.52

36.38 kg Labour charges 11.20 Kg 407.46Welding charges

75.00 Nos. 40mm flat 1.35 Each 101.25120.00 Nos. 50mm flat 1.70 Each 204.00

1.26 sq.m. Red oxide primer 40.15 sq.m. 50.59LS Sundries for dismantling, redoing, fixing with

concrete etc.

LS 34.92

Total for 1.26 sq.m. 2544.46Rate for 1 sq.m. 2019.45

40

Consider a length hand rail = 3 metres

DATA3.00 RM 40mm dia GI pipe 169.75 RM 509.25

LS Labour for cutting, welding and fixing LS 50.93Rate for 3 RM 560.18

Rate for 1 RM 186.73

41

Consider a length hand rail = 3 metres

DATA6.00 RM 50mm dia GI pipe 218.30 RM 1309.80

32.41 Kg 25mm MS square rod 48.00 Kg 1555.6832.41 Kg Fabrication charges for MS square rod 19.25 Kg 623.89

Supplying and fixing GI pipe handrails for handicapped persons

using 50mm dia GI pipe double handrail at a height of 800mm

and 900mm from floor level with 25mm thick MS square rods as

balusters embedded in the concrete and welded with pipe at

60cm centre to centre as shown in CA Job No. 9123 / 1 including

cutting, welding, bending and fixing charges and applying one

coat of red oxide primer for MS members as directed by the

Supplying and fixing 40mm dia GI pipe for staircase hand rail

including labour charges for cutting, welding and fixing with MS

flats (excluding cost of flat), etc., as directed by the departmental

officers

29

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LS Labour charges for cutting, welding GI pipe LS 130.98LS Red Oxide Primer LS 28.65LS Dismantling the concrete and re-doing to the

original condition

LS 20.00

Rate for 3 RM 3669.01Rate for 1 RM 1223.05

42

0.14 cu.m. Cement mortar 1:5 1917.75 cu.m. 268.491.10 Nos. Mason I Class 363.00 Each 399.300.50 Nos. Mazdoor I Class 228.00 Each 114.001.10 Nos. Mazdoor II Class 206.00 Each 226.60

Total for 10 sq.m. 1008.39Rate for 1 sq.m. 100.85

43

0.22 cu.m. Cement mortar 1:5 1917.75 cu.m. 421.912.20 Nos. Mason I Class 363.00 Each 798.600.50 Nos. Mazdoor I Class 228.00 Each 114.003.20 Nos. Mazdoor II Class 206.00 Each 659.20

Total for 10 sq.m. 1993.71Rate for 1 sq.m. 199.40

44

0.10 cu.m. Cement mortar 1:3 2973.75 cu.m. 297.381.10 Nos. Mason I Class 363.00 Each 399.301.10 Nos. Mazdoor I Class 228.00 Each 250.801.10 Nos. Mazdoor II Class 206.00 Each 226.60

Total for 10 sq.m. 1174.08Rate for 1 sq.m. 117.45

45

Special ceiling plastering and finishing the exposed surface of all

RCC items of work such as slabs, beams, sunshades, facia,

canopy slab, staircase waist slab, landing slab etc., with Cement

Mortar 1:3 (One Cement and Three Sand) 10mm thick including

hacking the surfaces, providing cement mortar nosing, beading

for sunshades, staircases, steps, landing slabs and curing, etc., in

all floors complying with standard specification and as directed by

Plastering with Cement Mortar 1:5 (One cement and Five sand),

20mm thick in all floors including curing etc. complete complying

with standard specification and as directed by the departmental

officers.

Plastering with Cement Mortar 1:3 (One Cement and Three Sand)

12mm thick mixed with water proofing compound conforming to

BIS at 2% by weight of cement used including finsihing, curing,

etc., complete in all floors complying with standard specification

and as directed by the departmental officers.

Plastering with Cement Mortar 1:5 (One cement and Five sand),

12mm thick in all floors including curing etc. complete complying

with standard specification and as directed by the departmental

officers.

30

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0.14 cu.m. Cement mortar 1:3 2973.75 cu.m. 416.331.34 Kg Water proofing compound 42.35 Kg 56.921.10 Nos. Mason I Class 363.00 Each 399.300.50 Nos. Mazdoor I Class 228.00 Each 114.001.10 Nos. Mazdoor II Class 206.00 Each 226.60

Total for 10 sq.m. 1213.14Rate for 1 sq.m. 121.35

46

0.14 cu.m. Cement mortar 1:3 2973.75 cu.m. 416.331.10 Nos. Mason I Class 363.00 Each 399.300.50 Nos. Mazdoor I Class 228.00 Each 114.001.10 Nos. Mazdoor II Class 206.00 Each 226.60

Total for 10 sq.m. 1156.23Rate for 1 sq.m. 115.65

47

0.22 cu.m. Cement mortar 1:3 2973.75 cu.m. 654.232.20 Nos. Mason I Class 363.00 Each 798.600.50 Nos. Mazdoor I Class 228.00 Each 114.003.20 Nos. Mazdoor II Class 206.00 Each 659.20

Total for 10 sq.m. 2226.03Rate for 1 sq.m. 222.65

48

0.22 cu.m. Cement mortar 1:3 2973.75 cu.m. 654.232.11 Kg Water proofing compound 42.35 Kg 89.362.20 Nos. Mason I Class 363.00 Each 798.600.50 Nos. Mazdoor I Class 228.00 Each 114.003.20 Nos. Mazdoor II Class 206.00 Each 659.20

Total for 10 sq.m. 2315.38Rate for 1 sq.m. 231.55

49

10.00 sq.m. Plastering with cement mortar 1:5, 12mm 100.85 sq.m. 1008.500.15 cu.m. Blue granite chips 6 - 10 mm thick 638.30 cu.m. 95.75

Plastering the surface of walls with Cement Mortar 1:3 (One

cement and Three sand), 12mm thick in all floors including curing

etc., complete complying with standard specification and as

directed by the departmental officers.

Plastering the surface of walls with Cement Mortar 1:3 (One

cement and Three sand), 20mm thick in all floors including curing

etc., complete complying with standard specification and as

directed by the departmental officers.

Plastering with Cement Mortar 1:3 (One Cement and Three Sand)

20mm thick mixed with water proofing compound conforming to

BIS at 2% by weight of cement used including finsihing, curing,

etc., complete in all floors complying with standard specification

and as directed by the departmental officers.

Stucco plastering 12mm thick using blue granite chips of size

10mm and below over the existing base plastering with cement

mortar 1:5, 12mm thick, etc., complete complying with standard

specifications (SI 314)

31

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72.00 Kgs Cement 5500.00 MT 396.0014.50 Kgs Cement for slurry 5500.00 MT 79.751.60 Nos. Mason I Class 363.00 Each 580.800.50 Nos. Mazdoor I Class 228.00 Each 114.001.10 Nos. Mazdoor II Class 206.00 Each 226.60

Total for 10 sq.m. 2501.40Rate for 1 sq.m. 250.15

50

0.05 cu.m. Fine screened shell lime 1180.00 cu.m. 59.001.10 Nos. Mason II Class 326.00 Each 358.600.30 Nos. Mazdoor I Class 228.00 Each 68.401.90 Nos. Mazdoor II Class 206.00 Each 391.40

LS Gum, conjee water or prickly pear juice

including necessary fire wood and brushes

LS 5.90

Rate for 100 sq.m. 883.30Rate for 1 sq.m. 8.85

51

0.07 cu.m. Fine screened shell lime 1180.00 cu.m. 82.601.60 Nos. Mason II Class 326.00 Each 521.600.50 Nos. Mazdoor I Class 228.00 Each 114.002.70 Nos. Mazdoor II Class 206.00 Each 556.20

LS Gum, conjee water or prickly pear juice

including necessary firewood and brushes

LS 8.26

Rate for 100 sq.m. 1282.66Rate for 1 sq.m. 12.85

52

1.00 sq.m. Rate as per white washing two coats 12.85 sq.m. 12.851.00 sq.m. Add 50% etc., for colouring pigment 6.43 sq.m. 6.43

Rate for 1 sq.m. 19.28

White washing two coats with freshly burnt white shell lime in all

floors including cost of lime, blue powder fevicol type gum,

brushes, scaffolding charges, etc., complete complying with

standard specification and as directed.

White washing one coat with freshly burnt white shell lime in all

floors including cost of lime, blue powder, fevicol type gum,

brushes, scaffolding charges, etc., complete complying with

standard specification and as directed by the departmental

officers.

Colour washing two coats in all floors using best freshly burnt

white shell lime and best quality of approved variety of colouring

pigment including cost of lime, colouring pigments, fevicol type

gum, brushes, scaffolding charges etc., complete complying with

standard specification. Mineral colouring pigments not affected by

lime should only be used (stainers and colour solutions should not

be used.)

32

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53

For basic one coat of primer with cement 10.00 sq.m. Cleaning the plastered surface 2.10 sq.m. 21.001.80 Kg Cement Paint 53.10 Kg 95.580.25 Nos. Painter I Class 293.00 Each 73.250.25 Nos. Mazdoor I Class 228.00 Each 57.000.40 Nos. Mazdoor II Class 206.00 Each 82.40

LS Sundries for brushes, etc. LS 4.78Rate for 10 sq.m. 334.01

Rate for 1 sq.m. 33.45For finishing two coats

3.23 Kg Cement Paint 53.10 Kg 171.510.50 Nos. Painter I Class 293.00 Each 146.500.50 Nos. Mazdoor I Class 228.00 Each 114.000.80 Nos. Mazdoor II Class 206.00 Each 164.80

LS Sundries for brushes, etc. LS 17.15Rate per 10 sq.m. 613.96

Rate per 1 sq.m. 61.40

Main Data1.00 sq.m. Basic one coat of primer with cement paint 33.45 33.451.00 sq.m. For finishing two coats with cement paint 61.40 61.40

Rate per 1 sq.m. 94.85

54

10.00 sq.m. Cleaning the plastered surface 2.10 sq.m. 21.003.23 Kg Cement Paint 53.10 Kg 171.510.50 Nos. Painter I Class 293.00 Each 146.500.50 Nos. Mazdoor I Class 228.00 Each 114.000.80 Nos. Mazdoor II Class 206.00 Each 164.80

LS Sundries for brushes, etc. LS 17.15Rate per 10 sq.m. 634.96

Rate per 1 sq.m. 63.50

Supplying and painting the walls with two coats of cement paint

over one coat of cement primer as instructed by the departmental

officers including preparation of surface curing, etc., complete in

all floors complying with standard specifications (The colour and

shade of the cement paint shall be got approved by the Executive

Engineer before use of work).

Supplying and painting the walls with two coats of cement paint

as instructed by the departmental officers including preparation of

surface curing, etc., complete in all floors complying with standard

specifications (The colour and shade of the cement paint shall be

got approved by the Executive Engineer before use of work).

33

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55

10.00 sq.m. Basic one coat of primer with cement paint 33.45 sq.m. 334.501.34 Kg Distemper 78.50 Kg 105.190.50 Nos. Painter I Class 293.00 Each 146.500.50 Nos. Mazdoor I Class 228.00 Each 114.000.80 Nos. Mazdoor II Class 206.00 Each 164.80

L.s Sundries for brushes etc. LS 5.26Total for 10 sq.m. 870.25

Rate for 1 sq.m. 87.05

Supplying and painting the walls with two coats of oil bound

distemper over one coat of water based cement primer including

cost for distemper, primer, cleaning and scrapping the walls,

rendering the walls smooth with necessary putty, brushes,

scaffolding arrangements, labour charges, etc., as per standard

specification. (The colour and shade of the distemper shall be got

approved by the Executive Engineer before use of work).

34

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56

10.00 sq.m. Cleaning the plastered surface 2.10 sq.m. 21.001.40 Litre Plastic emulsion paint 315.15 Litre 441.210.98 Litre Primer 156.75 Litre 153.622.20 Nos. Painter I Class 293.00 Each 644.60

LS Sundries for brushes, sand paper, plaster of

paris putty, etc.

LS 5.95

Total for 10 sq.m. 1266.37Rate for 1 sq.m. 126.65

Painting two coats of newly plastered wall surface with ready

mixed plastic emulsion paint of first class quality and of approved

colour over a priming coat including thorough scrapping, clean

removal of dirt, and including necessary plaster of paris putty,

wherever required etc., complete complying with standard

specification.

35

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57

For priming coat1.44 Litre Ready mixed primer 156.75 Litre 225.720.70 Nos. Painter I Class 293.00 Each 205.10

For finishing coat2.55 Litre Ready mixed paint 254.10 Litre 647.961.20 Nos. Painter I Class 293.00 Each 351.60

L.s Sundries for brushes, soap, putty etc. 8.74Total for 10 sq.m. 1439.11

Rate for 1 sq.m. 143.95

58

2.22 Litre Ready mixed enamel paint 242.55 Litre 538.461.10 Nos. Painter I Class 293.00 Each 322.30

l.s Sundries for brushes, soap, putty, etc. 5.38Total for 10 sq.m. 866.15

Rate for 1 sq.m. 86.65

59

1.00 sq.m. One coat of red oxide primer 40.15 sq.m. 40.151.00 sq.m. Finishing two coats of synthetic enamel paint 86.65 sq.m. 86.65

Rate for 1 sq.m. 126.80

60

1.60 Litre Lac Polish 282.00 Litre 451.200.70 Nos. Painter I Class 293.00 Each 205.10

Painting new wood work with two finishing coats of synthetic

enamel ready mixed paint of approved quality and colour over

one coat priming coat in all floors including the cost of primer etc.,

complete complying with standard specification. (The make,

quality and colour of paint should be got approved by the

Executive Engineer before use on works.)

Polishing the teak wood door with two coats of best French (Lac)

polish with approved quality and brand over a coat of bee's

waxing including preparing the wooden surface to receive

polishing, etc., complete complying as per the standard

specifications. (The make, quality and colour of french polish,

bees vax should be got approved by the Executive Engineer

Painting new iron works such as steel doors, windows,

ventilators, window bars, balustrades etc., with two coats of best

approved first quality and colour of synthetic enamel paint over

the existing red oxide priming coat in all floors excluding cost of

priming coat etc., complete complying with standard specification.

(The make, quality and colour of paint should be got approved by

the Executive Engineer before use on works.)

Painting new iron works such as steel doors, windows,

ventilators, window bars, balustrades etc., with two coats of best

approved first quality and colour of synthetic enamel paint over

one coat of red oxide priming coat in all floors including cost of

priming coat etc., complete complying with standard specification.

(The make, quality and colour of paint should be got approved by

36

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1.10 Nos. Mazdoor I Class 228.00 Each 250.80Sundries including brushes, sand paper, glue,

bee's wax, turpentine, etc.

4.51

Rate for 10 sq.m. 911.61Rate for 1 sq.m. 91.20

61

Sub-Data8.70 Kg Polysulphide 181.00 Kg 1574.700.40 Kg Primer 162.00 Kg 64.802.10 sq.m. Filler material 133.00 sq.m. 279.30

60.00 RM Bond breaker 3.60 RM 216.008.00 Nos. Mazdoor I Class 228.00 Nos. 1824.00

Rate for 30 RM / 3 sq.m. (A) 3958.80

Main Data30.00 RM Rate as above (A) 3958.80 30 RM 3958.8030.00 RM PVC water bar 271.00 RM 8130.002.00 Nos. Mazdoor I Class 228.00 Nos. 456.00

LS Sundries for brushes, spatula, etc. LS 81.30Total for 30 RM 12626.10

Rate for 1 RM (B) 420.90Rate for 1 sq.m. 4208.70

62

30.00 RM Rate as per expansion joint in floor slab 420.90 RM 12627.00ADD

9.00 sq.m. GI sheet 22 gauge, 30cm width 335.00 sq.m. 3015.0060.00 Nos. Phill plugs 40mm length 4.80 Each 288.0060.00 Nos. GI screws 32mm length 1.20 Each 72.0060.00 Nos. GI limpet cup washers 1.75 Each 105.0060.00 Nos. Bitumen washers 1.20 Each 72.002.00 Nos. Fitter II Class 300.00 Each 600.002.00 Nos. Mazdoor I Class 228.00 Each 456.000.30 cu.m. Brick jelly lime concrete 1:2:5 1680.77 cu.m. 504.23

Total for 30 RM 17739.23

Providing expansion joint in RCC floor slab for 12.5mm width

using polysulphide as sealent on the top and bottom for a depth

of 7.5mm each and packing the inner space using compressible

non-absorbent filler materials including cost of labour for cutting

and fixing filler materials and laying polysulphide sealent with

necessary spatula etc., complete complying with standard

specifications and as directed

Providing expansion joint 12.5mm width in RCC roof slabs

between RCC twin beams using PVC water bar of 150mm wide

centre bulb of 4mm to 6mm thickness of approved quality and

brand and including filling the inner space with suitable non-

absorbent flexible and well compressible filler materials of

approved quality and covering the top surface with GI sheet 30cm

wide and 1.6mm thick using phill plugs, GI screws, limpet cup

washers, bitumen washers, etc., complete complying with

37

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Rate for 1 RM 591.40

63

Considering an area in between twin columns= 30 RM x 400mm (average) = Area = 12 sq.m.

30.00 RM Rate as per Floor Slab Expansion Joint (A) 3958.80 30 RM 3958.809.45 sq.m. Add for extra quantity of filler material

required for filling the inner space in between

twin columns

133.00 sq.m. 1256.85

LS Add for labour for providing addional quantity

of filler materials, brush, spatula, etc.,

LS 62.84

Total for 12 sq.m. 5278.49Rate for 1 sq.m. 439.90

Sub-Data for Brick Jelly Lime Concrete 9.50 cu.m. Broken Brick Jelly (20mm size ) 582.40 cu.m. 5532.803.80 cu.m. Lime Mortar 1:2 986.30 cu.m. 3747.941.80 Nos. Mason II Class 326.00 Each 586.80

17.70 Nos. Mazdoor I Class 228.00 Each 4035.6014.10 Nos. Mazdoor II Class 206.00 Each 2904.60

Total for 10 cu.m. 16807.74

Rate for 1 cu.m. in F & B 1680.77a For Ground floor 1680.77 44.65 1725.42b For First floor 1725.42 89.00 1814.42c For Second floor 1814.42 89.00 1903.42d For Third floor 1903.42 89.00 1992.42

64

a 25mm thick slab (using 10-12mm HBGS Consider a slab of size = 1.00 x 0.45m Area = 1 x 1.00 x 0.45 0.45 sq.m.

Mould:Country wood of size

0.025 x 0.025 required = 2 x 1.10 =

2.20 RM

2 x 0.55 1.10 RMTotal 3.30 RM

Providing expansion joint of 12.5mm wide in between RCC twin

columns from top of pedastal to full height including filling the

inner space with suitable non-absorbent, flexible and well

compressible filler materials of approved quality and brand;

finishing the sides of RCC columns with polysulphide sealents for

a depth of 7.5mm on either side covering the inner space filled

with filler materials as above etc., complete complying with

Manufacturing, supplying and fixing Precast Reinforced Cement

Concrete slabs of following thickness in RCC 1:2:4 (one cement,

two sand and four aggregates), using following HBGS jelly

excluding cost of reinforcement steel in position but including cost

of moulding charges, casting of slab, finishing, curing and fixing in

position in all floors etc., complete complying with standard

38

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(or) 3.30 x 0.025 x 0.025 = 0.0020625 (or) 0.0021 cum

CC 1:2:4 1.00 x 0.45 x 0.025 = 0.0113 cu.m.

Sub-Data for Mould0.0021 cu.m. Cost of country wood 28790.00 cu.m. 60.460.0021 cu.m. Labour wrought put up 7986.17 cu.m. 16.77

LS Sundries for nails, oiling the mould etc. LS 1.68Cost for mould for 5 uses 78.91

Cost for 1 use 15.78

DATA0.0113 cu.m. CC 1:2:4 using 10-12mm HBGS Jelly 4022.85 cu.m. 45.26

1.00 use Cost of mould 15.78 1 use 15.78LS Add for finishing, curing, lifting and placing in

position

LS 4.53

Rate for 0.45 sq.m. 65.56Rate for 1 sq.m. 145.70

b 50mm thick slab (using 20mm HBGS Jelly)Consider a slab of size = 1.00 x 0.45m Area = 1 x 1.00 x 0.45 0.45 sq.m.

Mould:Country wood of size

0.025 x 0.05 required = 2 x 1.10 =

2.20 RM

2 x 0.55 1.10 RMTotal 3.30 RM

(or) 3.30 x 0.050 x 0.025 = 0.004125 (or) 0.0041 cum

CC 1:2:4 1.00 x 0.45 x 0.05 = 0.0225 cu.m.

Sub-Data for Mould0.0041 cu.m. Cost of country wood 28790.00 cu.m. 118.040.0041 cu.m. Labour wrought put up 7986.17 cu.m. 32.74

LS Sundries for nails, oiling the mould etc. LS 3.27Cost for mould for 5 uses 154.06

Cost for 1 use 30.81

DATA0.0225 cu.m. CC 1:2:4 using 20mm HBGS Jelly 4205.10 cu.m. 94.61

1.00 use Cost of mould 30.81 1 use 30.81LS Add for finishing, curing, lifting and placing in

position

LS 9.46

Rate for 0.45 sq.m. 134.89Rate for 1 sq.m. 299.80

39

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c 75mm thick slab (using 20mm HBGS Jelly)Consider a slab of size = 1.00 x 0.45m Area = 1 x 1.00 x 0.45 0.45 sq.m.

Mould:Country wood of size

0.025 x 0.075 required = 2 x 1.10 =

2.20 RM

2 x 0.55 1.10 RMTotal 3.30 RM

(or) 3.30 x 0.075 x 0.025 = 0.0061875 (or) 0.0062 cum

CC 1:2:4 1.00 x 0.45 x 0.075 = 0.0338 cu.m.

Sub-Data for Mould0.0062 cu.m. Cost of country wood 28790.00 cu.m. 178.500.0062 cu.m. Labour wrought put up 7986.17 cu.m. 49.51

LS Sundries for nails, oiling the mould etc. LS 4.95Cost for mould for 5 uses 232.96

Cost for 1 use 46.59

DATA0.0338 cu.m. CC 1:2:4 using 20mm HBGS Jelly 4205.10 cu.m. 141.92

1.00 use Cost of mould 46.59 1 use 46.59LS Add for finishing, curing, lifting and placing in

position

LS 14.19

Rate for 0.45 sq.m. 202.71Rate for 1 sq.m. 450.50

Sub-Data-RCC 1:2:4 in 10-12mm HBGS 9.00 cu.m. Hard broken stones 10-12mm gauge 878.30 cu.m. 7904.704.50 cu.m. Sand 290.40 cu.m. 1306.80

3231.00 kg Cement 5500.00 M.T 17770.503.50 Nos. Mason II Class 326.00 Each 1141.00

21.20 Nos. Mazdoor I Class 228.00 Each 4833.6035.30 Nos. Mazdoor II Class 206.00 Each 7271.80

Total for 10 cu.m. 40228.40Rate for 1 cu.m. 4022.85

65

Pavement slab size = 0.45 x 0.45 x 0.05m

Manufacturing, supplying and fixing in position plain cement

concrete precast pavement slab of size 450mm x 450mm of

50mm thick in Cement Concrete 1:2:4 (One cement, Two sand

and Four jelly) using 20mm HBG stone jelly including cost of

moulding charges, casting of slab, finishing, curing, fixing and

pointing the slab with CM 1:3 (One Cement and Three Sand) to

full depth of slab etc., complete complying with standard

40

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Area = 1 x 0.45 x 0.45 0.2025 sq.m.

Mould:Country wood of size

0.025 x 0.05 required = 2 x 0.55 =

1.10 RM

2 x 0.55 1.10 RMTotal 2.20 RM

(or) 2.20 x 0.050 x 0.025 = 0.00275 cumCC 1:2:41 x 0.45 x 0.45 x 0.05 = 0.0101 cu.m.

Sub-Data for Mould0.00275 cu.m. Cost of country wood 28790.00 cu.m. 79.170.00275 cu.m. Labour wrought put up 7986.17 cu.m. 21.96

LS Sundries for nails, oiling the mould etc. LS 2.20Cost for mould for 5 uses 103.33

Cost for 1 use 20.67Main Data

0.0101 cu.m. PCC 1:2:4 3657.65 cu.m. 37.031.00 use Cost of mould 20.67 use 20.670.20 sq.m. Pointing with CM 1:3 89.50 sq.m. 18.12LS Sundries for conveying, fixing, etc., LS 3.70

Rate for 0.2025 sq.m. 79.53Rate for 1 sq.m. 392.75

66

Kerb slab size = 0.60 x 0.60 x 0.10mArea = 1 x 0.60 x 0.60 0.36 sq.m.

Mould:Country wood scantling below 4 metre long

= 1 x 4 x 0.70 x 0.10 x 0.025

0.007 cu.m

Country wood reepers 50mm x 25mm

CC 1:2:41 x 0.60 x 0.60 x 0.10 = 0.0360 cu.m.

Sub-Data for Mould0.007 cu.m. Cost of country wood scantling 28790.00 cu.m. 201.530.007 cu.m. Labour wrought put up 7986.17 cu.m. 55.90

LS Sundries for nails, oiling the mould etc. LS 5.59Cost for mould for 5 uses 61.49

Cost for 1 use 12.30

Main Data0.036 cu.m. PCC 1:2:4 3657.65 cu.m. 131.68

Manufacturing, supplying and fixing in position plain cement

concrete precast kerb slab of size 600mm x 600mm x 100mm in

Cement Concrete 1:2:4 (One cement, Two sand and Four jelly)

using 20mm HBG stone jelly including cost of moulding charges,

casting of slab, finishing, curing, fixing and pointing the slab with

CM 1:3 (One Cement and Three Sand) to full depth of slab etc.,

41

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1.00 use Cost of mould 12.30 use 12.300.36 sq.m. Pointing with CM 1:3 89.50 sq.m. 32.22LS Sundries for conveying, fixing, etc., LS 13.17

Rate for 0.36 sq.m. 189.36Rate for 1 sq.m. 526.05

67

Consider a jally of size of 1.20 x 0.60mArea = 1 x 1.20 x 0.60 = 0.72 sq.m.Mould:Country wood scantling of size 50mm x

25mm requiredAssuming 60% of volume for designOuter frame = 2 x 1.30 2.60 RM= 2 x 0.60 1.20 RM

Total 3.80 RM3.8 x 0.05 x 0.25 = 0.0048

Country wood scantling requiredInner solid wood

= 1 x 1.20 x 0.60 x 0.05 =

0.0360

Total 0.0408 cu.m.Concrete (assuming 60% of volume for = 1 x 1.20 x 0.60 x 0.05 x 0.60 0.0216 cu.m.

Country wood reeper required

1.20 + 0.55 x 2.00

3.50 RM

Sub-Data for Mould0.0408 cu.m. Country wood scantling 28790.00 cu.m. 1173.19

3.50 RM Country wood reeper 50mm x 25mm 29.00 RM 101.500.0408 cu.m. Labour wrought put up 7986.17 cu.m. 325.440.0408 cu.m. Add extra 100% for skilled work for making

mould to the required design

7986.17 cu.m. 325.44

LS Sundries for nails, etc., LS 25.49Cost of mould for 5 uses 1951.06

Cost for 1 use 390.21

MAIN DATA0.0216 cu.m. RCC 1:2:4 4205.10 cu.m. 90.83

1.00 use Cost of mould 390.21 1 use 390.21LS Sundries for finishing, curing, lifting, fixing in

position, etc.

LS 9.08

Rate for 0.72 sq.m. 490.13Rate for 1 sq.m. 680.75

Manufacturing, supplying and fixing in positon of RCC Jally of

5cm thick in cement concrete 1:2:4 using 20mm machine crushed

stone jelly (excluding cost of reinforcement steel) including cost of

mould, finishing, curing, lifting, fixing in position etc., complete

complying with standard specification and as directed

42

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68

11.00 sq.m. AC Sheet (corrugated) 6mm thick 175.50 sq.m. 1930.5030.00 Nos. U / J bolts, Nuts 3.60 Each 108.0030.00 Nos. Bitumen washers 1.20 Each 36.002.20 Nos. Fitter II Class 300.00 Each 660.001.10 Nos. Carpentor I Class 355.00 Each 390.503.20 Nos. Mazdoor I Class 228.00 Each 729.60

LS Sundries for white lead, etc. 57.92Total for 10 sq.m. 3912.52

Rate for 1 sq.m. 391.30

Water Supply and Sanitary Item of works

69

I Internal Water Supply - Above Ground A Laying pipe line of dia 15mm, 20mm and

25mm

Sub-DataLabour Charges 10 RM

Supplying and fixing AC sheet roofing with 6mm thick asbestos

cement sheets of fully corrugated (grey colour) of approved

quality by drilling holes (and not by punching) with necessary ‘J’ /

‘U’ bolts and nuts of 8mm dia of suitable length and providing one

set of bitumen washers of 25mm dia and 1.60mm thick for each

bolt including protruding portion of bolts in roof shall be covered

with bitumen compound etc., complete complying with standard

specification and as directed.

Internal / External water supply arrangements

Supplying, laying and jointing G.I. Pipes of approved quality and

best variety of "B" class pipe of the following dia including labour

fixing G.I. Specials, (excluding charges for cutting and threading

of pipes, cost of such specials) to wall with necessary teak wood

plugs, clamps, screws, thread balls, shellac, etc., making holes on

the walls (or) drilling holes in roof and making good the

dismantled portions to original condition with necessray brick work

/ concrete and plastering wherever necessry with necessary

scaffolding charges. The pipes are to be painted with the 2 coats

of good variety and approved best quality of synthetic enamel

paint over a priming coat of red oxide etc., complete in all floors

complying with standard specification. G.I. pipes shall be got

43

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Rate in

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Amount

in rupees

0.30 Nos. Stone Cutter I Class 280.00 Each 84.000.75 Nos. Plumber I Class 316.00 Each 237.000.10 Nos. Plumber II Class 293.00 Each 29.300.60 Nos. Mazdoor I Class 228.00 Each 136.80

Total for 10 RM 487.10Labour for 1 RM 48.71

Sub-DataSundries for 1 RM

8.33 gram Shellac 18.15 100 gms. 1.511.66 Nos. Clamps, plugs and screws 12.10 set 20.091.66 Nos. Thread Balls 3.60 Each 5.98

Sundries for 1 RM 27.57

Sub-DataPainting 15mm 20mm 25mm Painting area 0.047 0.063 0.079

126.80 sq.m. Cost of painting 5.98 7.97 9.96

Main DataFor laying GI pipe line of dia 15mm 20mm 25mm Cost of GI Pipe per RM 72.75 102.80 133.35Labour Charges 48.71 48.71 48.71Sundries 27.57 27.57 27.57Add for painting 5.98 7.97 9.96

Total per 1 RM 155.01 187.05 219.60or say 155.05 187.10 219.60

B Laying pipe line of dia 32mm and 40mm

Sub-DataLabour Charges 10 RM

0.45 Nos. Stone Cutter I Class 280.00 Each 126.001.15 Nos. Plumber I Class 316.00 Each 363.400.15 Nos. Plumber II Class 293.00 Each 43.950.90 Nos. Mazdoor I Class 228.00 Each 205.200.45 Nos. Mazdoor II Class 206.00 Each 92.70

Total for 10 RM 831.25Labour for 1 RM 83.13

Sub-DataSundries for 1 RM

10.00 gram Shellac 18.15 100 gms. 1.821.00 Nos. Clamps, plugs and screws 12.10 set 12.100.50 Nos. Thread Balls 3.60 Each 1.80

Sundries for 1 RM 15.72

Sub-DataPainting 32mm 40mm Painting area 0.101 0.126

44

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Amount

in rupees

126.80 sq.m. Cost of painting 12.75 15.94

Main DataFor laying GI pipe line of dia 32mm 40mm Cost of GI Pipe per RM 157.60 169.75Labour Charges 83.13 83.13Sundries 15.72 15.72Add for painting 12.75 15.94

Total per 1 RM 269.19 284.53or say 269.20 284.55

C Laying pipe line of dia 50mm and 65mm

Sub-DataLabour Charges 10 RM

0.60 Nos. Stone Cutter I Class 280.00 Each 168.001.50 Nos. Plumber I Class 316.00 Each 474.000.20 Nos. Plumber II Class 293.00 Each 58.601.20 Nos. Mazdoor I Class 228.00 Each 273.600.60 Nos. Mazdoor II Class 206.00 Each 123.60

Total for 10 RM 1097.80Labour for 1 RM 109.78

Sub-DataSundries for 1 RM

15.00 gram Shellac 18.15 100 gms. 2.721.00 Nos. Clamps, plugs and screws 12.10 set 12.100.75 Nos. Thread Balls 3.60 Each 2.70

Sundries for 1 RM 17.52Sub-DataPainting 50mm 65mm Painting area 0.157 0.204

126.80 sq.m. Cost of painting 19.93 25.90

Main DataFor laying GI pipe line of dia 50mm 65mm Cost of GI Pipe per RM 218.30 254.65Labour Charges 109.78 109.78Sundries 17.52 17.52Add for painting 19.93 25.90

Total per 1 RM 365.53 407.86or say 365.55 407.90

II External Water Supply - Above Ground A Laying pipe line of dia 15mm, 20mm and

25mm

Sub-DataLabour Charges 10 RM

0.35 Nos. Stone Cutter I Class 280.00 Each 98.00

45

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Rate in

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Amount

in rupees

0.85 Nos. Plumber I Class 316.00 Each 268.600.10 Nos. Plumber II Class 293.00 Each 29.300.70 Nos. Mazdoor I Class 228.00 Each 159.600.35 Nos. Mazdoor II Class 206.00 Each 72.10

Total for 10 RM 627.60Labour for 1 RM 62.76

Sub-DataSundries for 1 RM

8.33 gram Shellac 18.15 100 gms. 1.511.00 Nos. Clamps, plugs and screws 12.10 set 12.101.11 Nos. Thread Balls 3.60 Each 4.00

Sundries for 1 RM 17.61

Main DataFor laying GI pipe line of dia 15mm 20mm 25mm Cost of GI Pipe per RM 72.75 102.80 133.35Labour Charges 62.76 62.76 62.76Sundries 17.61 17.61 17.61Add for painting 5.98 7.97 9.96

Total per 1 RM 159.10 191.14 223.68or say 159.10 191.15 223.70

B Laying pipe line of dia 32mm and 40mm

Sub-DataLabour Charges 10 RM

0.55 Nos. Stone Cutter I Class 280.00 Each 154.001.30 Nos. Plumber I Class 316.00 Each 410.800.15 Nos. Plumber II Class 293.00 Each 43.951.05 Nos. Mazdoor I Class 228.00 Each 239.400.55 Nos. Mazdoor II Class 206.00 Each 113.30

Total for 10 RM 961.45Labour for 1 RM 96.15

Sub-DataSundries for 1 RM

10.00 gram Shellac 18.15 100 gms. 1.821.11 Nos. Clamps, plugs and screws 12.10 set 13.431.50 Nos. Thread Balls 3.60 Each 5.40

Sundries for 1 RM 20.65

Main DataFor laying GI pipe line of dia 32mm 40mm Cost of GI Pipe per RM 157.60 169.75Labour Charges 96.15 96.15Sundries 20.65 20.65Add for painting 12.75 15.94

Total per 1 RM 287.14 302.48or say 287.15 302.50

46

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C Laying pipe line of dia 50mm and 65mm

Sub-DataLabour Charges 10 RM

0.70 Nos. Stone Cutter I Class 280.00 Each 196.001.70 Nos. Plumber I Class 316.00 Each 537.200.20 Nos. Plumber II Class 293.00 Each 58.601.40 Nos. Mazdoor I Class 228.00 Each 319.200.70 Nos. Mazdoor II Class 206.00 Each 144.20

Total for 10 RM 1255.20Labour for 1 RM 125.52

Sub-DataSundries for 1 RM

15.00 gram Shellac 18.15 100 gms. 2.721.50 Nos. Clamps, plugs and screws 12.10 set 18.152.00 Nos. Thread Balls 3.60 Each 7.20

Sundries for 1 RM 28.07

Main DataFor laying GI pipe line of dia 50mm 65mm Cost of GI Pipe per RM 218.30 254.65Labour Charges 125.52 125.52Sundries 28.07 28.07Add for painting 19.93 25.90

Total per 1 RM 391.82 434.15or say 391.85 434.15

Note:

70

External Water Supply - Below Ground A Laying pipe line of dia 15mm, 20mm and

25mm

Sub-DataLabour Charges 10 RM

0.85 Nos. Plumber I Class 316.00 Each 268.600.70 Nos. Mazdoor I Class 228.00 Each 159.600.35 Nos. Mazdoor II Class 206.00 Each 72.10

For every additional floor (not less than 3 metre height) upto 3rd

floor level, the labour component is to be increased by 30% for

each floorSupplying, laying and jointing GI pipes of approved quality and

best variety of B Class pipes of the following dia including labour

for fixing GI Specials (excluding charges for cutting and threading

and cost of such specials) with necessary shellac, thread ball,

etc., and making holes on the wall / concrete and making good

the dismantled portion to the original condition with necessary

brick work / concrete. The pipes are to be painted with one coat

of tar and tightly pastened with tar dipped gunny tape, etc.,

complete complying with standard specification. The G.I. pipes

shall be got approved by the Executive Engineer before use on

work. (The earth work excavation, re-filling the trench with

47

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in rupees

0.25 Nos. Painter II Class 271.00 Each 67.75Total for 10 RM 568.05

Labour for 1 RM 56.81

Sub-DataSundries for 1 RM

8.33 gram Shellac 18.15 100 gms. 1.510.50 Nos. Thread Balls 3.60 Each 1.801.20 sq.m. Gunny Tape 10.80 sq.m. 12.962.50 Kg. Tar 38.75 Kg. 96.88

Sundries for 1 RM 113.15

Main DataFor laying GI pipe line of dia 15mm 20mm 25mm Cost of GI Pipe per RM 72.75 102.80 133.35Labour Charges 56.81 56.81 56.81Sundries 113.15 113.15 113.15

Total per 1 RM 242.70 272.75 303.30or say 242.75 272.80 303.35

B Laying pipe line of dia 32mm and 40mm

Sub-DataLabour Charges 10 RM

1.30 Nos. Plumber I Class 316.00 Each 410.801.05 Nos. Mazdoor I Class 228.00 Each 239.400.55 Nos. Mazdoor II Class 206.00 Each 113.300.30 Nos. Painter II Class 271.00 Each 81.30

Total for 10 RM 844.80Labour for 1 RM 84.48

Sub-Data

Sundries for 1 RM 10.00 gram Shellac 18.15 100 gms. 1.821.50 Nos. Thread Balls 3.60 Each 5.401.80 sq.m. Gunny Tape 10.80 sq.m. 19.444.00 Kg. Tar 38.75 Kg. 155.00

Sundries for 1 RM 181.66

Main Data

For laying GI pipe line of dia 32mm 40mmCost of GI Pipe per RM 157.60 169.75Labour Charges 84.48 84.48Sundries 181.66 181.66

Total per 1 RM 423.74 435.89or say 423.75 435.90

C Laying pipe line of dia 50mm and 65mm

Sub-Data

48

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Rate in

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Amount

in rupees

Labour Charges 10 RM1.70 Nos. Plumber I Class 316.00 Each 537.201.40 Nos. Mazdoor I Class 228.00 Each 319.200.70 Nos. Mazdoor II Class 206.00 Each 144.200.40 Nos. Painter II Class 271.00 Each 108.40

Total for 10 RM 1109.00Labour for 1 RM 110.90

Sub-DataSundries for 1 RM

15.00 gram Shellac 18.15 100 gms. 2.722.00 Nos. Thread Balls 3.60 Each 7.203.00 sq.m. Gunny Tape 10.80 sq.m. 32.406.00 Kg. Tar 38.75 Kg. 232.50

Sundries for 1 RM 274.82

Main DataFor laying GI pipe line of dia 50mm 65mmCost of GI Pipe per RM 218.30 254.65Labour Charges 110.90 110.90Sundries 274.82 274.82

Total per 1 RM 604.02 640.37or say 604.05 640.40

71

I Gate ValveA Fixing Gun Metal Gate Valve of dia 20mm

and 25mm

Sub-DataLabour Charges

0.25 Nos. Fitter I Class 316.00 Each 79.000.25 Nos. Mazdoor I Class 228.00 Each 57.00

10.00 gram Shellac 18.15 100 gms. 1.820.30 Nos. Thread ball 3.60 Each 1.08

Total / 1 No. 138.90

Main DataGun Metal Gate Valve 20mm 25mmCost of Gun Metal Gate Valve 392.00 663.00Labour Charges 138.90 138.90

Total / 1 No. 530.90 801.90or say 530.90 801.90

B Fixing Gun Metal Gate Valve of dia 32mm

and 40mm

Supplying and fixing in position first quality and approved variety

of Gun metal Gate Valve / Wheel Valve with BIS make of the

following dia including cost of shellac, thread balls, etc., complete

complying with standard specifications (for both internal and

external water supply arrangements). The valves to be used on

work shall be got approved by the Executive Engineer before use

49

Page 229: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

Sub-DataLabour Charges

0.33 Nos. Fitter I Class 316.00 Each 104.280.33 Nos. Mazdoor I Class 228.00 Each 75.24

18.00 gram Shellac 18.15 100 gms. 3.270.70 Nos. Thread ball 3.60 Each 2.52

Total / 1 No. 185.35

Main DataGun Metal Gate Valve 32mm 40mmCost of Gun Metal Gate Valve 848.00 ######Labour Charges 185.35 185.35

Total / 1 No. 1033.35 ######or say 1033.35 ######

C Fixing Gun Metal Gate Valve of dia 50mm

and 65mm

Sub-DataLabour Charges

0.50 Nos. Fitter I Class 316.00 Each 158.000.50 Nos. Mazdoor I Class 228.00 Each 114.00

30.00 gram Shellac 18.15 100 gms. 5.451.00 Nos. Thread ball 3.60 Each 3.60

Total / 1 No. 281.05Main DataGun Metal Gate Valve 50mm 65mmCost of Gun Metal Gate Valve 1386.00 ######Labour Charges 281.05 281.05

Total / 1 No. 1667.05 ######or say 1667.05 ######

II Wheel ValveA Fixing Gun Metal Wheel Valve of dia

15mm, 20mm and 25mm

Sub-DataLabour Charges

0.25 Nos. Fitter I Class 316.00 Each 79.000.25 Nos. Mazdoor I Class 228.00 Each 57.00

10.00 gram Shellac 18.15 100 gms. 1.820.30 Nos. Thread ball 3.60 Each 1.08

Total / 1 No. 138.90

Main DataGun Metal Wheel Valve 15mm 20mm 25mmCost of Gun Metal Wheel Valve 193.00 271.00 393.00Labour Charges 138.90 138.90 138.90

Total / 1 No. 331.90 409.90 531.90or say 331.90 409.90 531.90

50

Page 230: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

B Fixing Gun Metal Wheel Valve of dia 32mm

and 40mm

Sub-DataLabour Charges

0.33 Nos. Fitter I Class 316.00 Each 104.280.33 Nos. Mazdoor I Class 228.00 Each 75.24

18.00 gram Shellac 18.15 100 gms. 3.270.70 Nos. Thread ball 3.60 Each 2.52

Total / 1 No. 185.35

Main DataGun Metal Wheel Valve 32mm 40mmCost of Gun Metal Wheel Valve 574.00 727.00Labour Charges 185.35 185.35

Total / 1 No. 759.35 912.35or say 759.35 912.35

72

Sub-DataLabour Charges

0.10 Nos. Fitter I Class 316.00 Each 31.600.10 Nos. Mazdoor I Class 228.00 Each 22.80

10.00 gram Shellac 18.15 100 gms. 1.820.25 Nos. Thread ball 3.60 Each 0.90

Total / 1 No. 57.15

Main Data

SD TapPillar

Tap

Swan Neck

Tap

Cost of Tap 211.00 302.00 259.00Labour charges 57.15 57.15 57.15

Total / 1 No. 268.15 359.15 316.15or say 268.15 359.15 316.15

73

1.00 No. Cost of Mirror 449.00 Each 449.000.33 Nos. Carpenter II Class 326.00 Each 107.580.33 Nos. Mazdoor I Class 228.00 Each 75.243.00 Nos. Rawl Plugs 8.40 Each 25.203.00 Nos. Brass CP Screws (30 x 6mm) 2.30 Each 6.90

Total / 1 No. 663.92

Supplying and fixing in position Indian make bevelled edge mirror

of approved quality and brand PVC / Fibre Glass framed 600 x

450 x 5.5mm thick mirror, shelf type with hard board backing of

approved colour fixed with brass screws, rawl plug, etc., complete

complying with standard specification. (The mirror should be got

approved by the Executive Engineer before use on woks)

Supplying and fixing in position 15mm dia brass CP screw down

tap / Pillar tap (heavy duty) of approved make conforming to BIS

specifications and quality including cost of shellac, thread, etc.,

complete complying with standard specification and including

cutting and threading wherever necessary. (Taps should be got

approved by the Executive Engineer before use on the works)

51

Page 231: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

or say 663.95

74

1.00 Nos. Cost of Brass CP Towel Rail 242.00 Each 242.000.15 Nos. Fitter I Class 316.00 Each 47.400.15 Nos. Mazdoor I Class 228.00 Each 34.206.00 Nos. Teak wood plugs 1.15 Each 6.906.00 Nos. Brass CP Screws (30 x 6mm) 2.40 Each 14.40

Total / 1 No. 344.90or say 344.90

75

1.00 Nos. Cost of aluminium anodisied towel rail 121.00 Each 121.000.15 Nos. Fitter I Class 316.00 Each 47.400.15 Nos. Mazdoor I Class 228.00 Each 34.206.00 Nos. Teak wood plugs 1.15 Each 6.906.00 Nos. Brass CP Screws (30 x 6mm) 2.40 Each 14.40

Total / 1 No. 223.90or say 223.90

76

1.00 Nos. Cost of Brass CP Soap Tray 149.00 Each 149.000.10 Nos. Carpenter II Class 326.00 Each 32.600.10 Nos. Mazdoor II Class 206.00 Each 20.602.00 Nos. Teak wood plugs 1.15 Each 2.302.00 Nos. Brass CP Screws (30 x 6mm) 2.40 Each 4.80

Total / 1 No. 209.30or say 209.30

77

Supplying and fixing approved best quality brass CP towel rail

600mm long and 20mm dia with brackets of same materials

including cost of teak wood plugs and CP screws, etc., complete

complying with standard specifications. (The tower rail should be

got approved by Executive Engineer before use on works).

Supplying and fixing best approved best quality brass CP soap

tray of size 150 x 150mm including cost of teak wood plugs, brass

screws, etc., complete complying with standard specifications.

(The soap tray should be got approved by Executive Engineer

before use on works).

Supplying and fixing approved best quality aluminium anodised

towel rail 600mm long and 20mm dia with brackets of same

materials including cost of teak wood plugs and CP screws, etc.,

complete complying with standard specifications. (The tower rail

should be got approved by Executive Engineer before use on

Supplying and fixing in position GI unions of heavy duty of

approved quality and good variety of various sizes inluding

necessary cutting and threading of GI pipes for jointing the union

and providing two coats of painting with good variety and

approved quality of synthetic enamel paint over one coat of

primer in case of pipe line above ground level / one coat of tar in

case of below ground level for both internal and external water

supply arrangements, etc., complete complying with standard

specifications. (The GI unions should be got approved by

52

Page 232: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

Sub-DataLabour Charges

0.20 Nos. Fitter I Class 316.00 Each 63.200.20 Nos. Mazdoor I Class 228.00 Each 45.60

10.00 gram Shellac 18.15 100 gms. 1.820.25 Nos. Thread ball 3.60 Each 0.90

Total / 1 No. 111.55

Main DataDia of GI Union 15mm 20mm 25mmCost of GI Union 60.60 72.75 102.80Labour Charges 111.55 111.55 111.55

Total / 1 No. 172.15 184.30 214.35or say 172.15 184.30 214.35

Main DataDia of GI Union 32mm 40mm 50mmCost of GI Union 132.80 205.55 277.20Labour Charges 111.55 111.55 111.55

Total / 1 No. 244.35 317.10 388.75or say 244.35 317.10 388.75

78

I GI Elbowa 50 mm dia

1.00 No. Cost of Elbow 133.35 Each 133.351.00 No. Cutting 8.90 Each 8.902.00 No. Threading 17.85 Each 35.70

LS Sundries for painting / shellac LS 2.23Total / 1 No. 180.18

or say 180.20

b 40 mm dia 1.00 No. Cost of Elbow 102.80 Each 102.801.00 No. Cutting 6.95 Each 6.952.00 No. Threading 16.00 Each 32.00

LS Sundries for painting / shellac LS 1.95Total / 1 No. 143.70

or say 143.70

c 32 mm dia

Supplying and fixing in position the following GI Specials of heavy

type and approved quality and good variety excluding fixing

charges but including necessary cutting and threading of GI

pipes, jointing the GI specials and painting with two coats with

good variety and best quality synthetic enamel paint over a coat

of red oxide primer and jointing the specials with pipe line using

shellac etc., complete complying with standard specification. (The

GI specials should be got approved by the Executive Engineer

53

Page 233: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

1.00 No. Cost of Elbow 90.60 Each 90.601.00 No. Cutting 5.25 Each 5.252.00 No. Threading 14.25 Each 28.50

LS Sundries for painting / shellac LS 1.69Total / 1 No. 126.04

or say 126.05

d 25 mm dia 1.00 No. Cost of Elbow 60.60 Each 60.601.00 No. Cutting 4.40 Each 4.402.00 No. Threading 10.55 Each 21.10

LS Sundries for painting / shellac LS 1.28Total / 1 No. 87.38

or say 87.40

e 20 mm dia 1.00 No. Cost of Elbow 26.55 Each 26.551.00 No. Cutting 3.60 Each 3.602.00 No. Threading 5.25 Each 10.50

LS Sundries for painting / shellac LS 0.71Total / 1 No. 41.36

or say 41.40f 15 mm dia

1.00 No. Cost of Elbow 16.70 Each 16.701.00 No. Cutting 3.60 Each 3.602.00 No. Threading 5.05 Each 10.10

LS Sundries for painting / shellac LS 0.69Total / 1 No. 31.09

or say 31.10

II GI Benda 50 mm dia

1.00 No. Cost of Bend 121.25 Each 121.251.00 No. Cutting 8.90 Each 8.902.00 No. Threading 17.85 Each 35.70

LS Sundries for painting / shellac LS 2.23Total / 1 No. 168.08

or say 168.10

b 40 mm dia 1.00 No. Cost of Bend 90.60 Each 90.601.00 No. Cutting 6.95 Each 6.952.00 No. Threading 16.00 Each 32.00

LS Sundries for painting / shellac LS 1.95Total / 1 No. 131.50

or say 131.50

c 32 mm dia 1.00 No. Cost of Bend 72.75 Each 72.751.00 No. Cutting 5.25 Each 5.25

54

Page 234: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

2.00 No. Threading 14.25 Each 28.50LS Sundries for painting / shellac LS 1.69

Total / 1 No. 108.19or say 108.20

d 25 mm dia 1.00 No. Cost of Bend 54.25 Each 54.251.00 No. Cutting 4.40 Each 4.402.00 No. Threading 10.55 Each 21.10

LS Sundries for painting / shellac LS 1.28Total / 1 No. 81.03

or say 81.05

e 20 mm dia 1.00 No. Cost of Bend 24.25 Each 24.251.00 No. Cutting 3.60 Each 3.602.00 No. Threading 5.25 Each 10.50

LS Sundries for painting / shellac LS 0.71Total / 1 No. 39.06

or say 39.10

f 15 mm dia 1.00 No. Cost of Bend 14.40 Each 14.401.00 No. Cutting 3.60 Each 3.602.00 No. Threading 5.05 Each 10.10

LS Sundries for painting / shellac LS 0.69Total / 1 No. 28.79

or say 28.80

III GI Teea 50 mm dia

1.00 No. Cost of Tee 145.50 Each 145.502.00 No. Cutting 8.90 Each 17.803.00 No. Threading 17.85 Each 53.55

LS Sundries for painting / shellac LS 3.57Total / 1 No. 220.42

or say 220.45

b 40 mm dia 1.00 No. Cost of Tee 114.90 Each 114.902.00 No. Cutting 6.95 Each 13.903.00 No. Threading 16.00 Each 48.00

LS Sundries for painting / shellac LS 3.10Total / 1 No. 179.90

or say 179.90

c 32 mm dia 1.00 No. Cost of Tee 102.80 Each 102.802.00 No. Cutting 5.25 Each 10.50

55

Page 235: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

3.00 No. Threading 14.25 Each 42.75LS Sundries for painting / shellac LS 2.66

Total / 1 No. 158.71or say 158.75

d 25 mm dia 1.00 No. Cost of Tee 84.85 Each 84.852.00 No. Cutting 4.40 Each 8.803.00 No. Threading 10.55 Each 31.65

LS Sundries for painting / shellac LS 2.02Total / 1 No. 127.32

or say 127.35

e 20 mm dia 1.00 No. Cost of Tee 36.35 Each 36.352.00 No. Cutting 3.60 Each 7.203.00 No. Threading 5.25 Each 15.75

LS Sundries for painting / shellac LS 1.15Total / 1 No. 60.45

or say 60.45

f 15 mm dia 1.00 No. Cost of Tee 30.00 Each 30.002.00 No. Cutting 3.60 Each 7.203.00 No. Threading 5.05 Each 15.15

LS Sundries for painting / shellac LS 1.12Total / 1 No. 53.47

or say 53.50

IV GI Couplinga 50 mm dia

1.00 No. Cost of Coupling 72.75 Each 72.751.00 No. Cutting 8.90 Each 8.902.00 No. Threading 17.85 Each 35.70

LS Sundries for painting / shellac LS 2.23Total / 1 No. 119.58

or say 119.60

b 40 mm dia 1.00 No. Cost of Coupling 60.60 Each 60.601.00 No. Cutting 6.95 Each 6.952.00 No. Threading 16.00 Each 32.00

LS Sundries for painting / shellac LS 1.95Total / 1 No. 101.50

or say 101.50

c 32 mm dia 1.00 No. Cost of Coupling 48.50 Each 48.501.00 No. Cutting 5.25 Each 5.25

56

Page 236: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

2.00 No. Threading 14.25 Each 28.50LS Sundries for painting / shellac LS 1.69

Total / 1 No. 83.94or say 83.95

d 25 mm dia 1.00 No. Cost of Coupling 30.00 Each 30.001.00 No. Cutting 4.40 Each 4.402.00 No. Threading 10.55 Each 21.10

LS Sundries for painting / shellac LS 1.28Total / 1 No. 56.78

or say 56.80

e 20 mm dia 1.00 No. Cost of Coupling 16.70 Each 16.701.00 No. Cutting 3.60 Each 3.602.00 No. Threading 5.25 Each 10.50

LS Sundries for painting / shellac LS 0.71Total / 1 No. 31.51

or say 31.55

f 15 mm dia 1.00 No. Cost of Coupling 14.40 Each 14.401.00 No. Cutting 3.60 Each 3.602.00 No. Threading 5.05 Each 10.10

LS Sundries for painting / shellac LS 0.69Total / 1 No. 28.79

or say 28.80V GI Reducer a 50 x 40 mm dia

1.00 No. Cost of Reducer 97.00 Each 97.001.00 No. Cutting 7.93 Each 7.932.00 No. Threading 16.93 Each 33.85

LS Sundries for painting / shellac LS 2.09Total / 1 No. 140.86

or say 140.90

b 40 x 32 mm dia 1.00 No. Cost of Reducer 72.75 Each 72.751.00 No. Cutting 6.10 Each 6.102.00 No. Threading 15.13 Each 30.25

LS Sundries for painting / shellac LS 1.82Total / 1 No. 110.92

or say 110.95

c 32 x 25 mm dia1.00 No. Cost of Reducer 54.25 Each 54.251.00 No. Cutting 4.83 Each 4.832.00 No. Threading 12.40 Each 24.80

57

Page 237: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

LS Sundries for painting / shellac LS 1.48Total / 1 No. 85.36

or say 85.40

d 25 x 20 mm dia 1.00 No. Cost of Reducer 30.00 Each 30.001.00 No. Cutting 4.00 Each 4.002.00 No. Threading 7.90 Each 15.80

LS Sundries for painting / shellac LS 0.99Total / 1 No. 50.79

or say 50.80

e 20 x 15 mm dia 1.00 No. Cost of Reducer 21.30 Each 21.301.00 No. Cutting 3.60 Each 3.602.00 No. Threading 5.15 Each 10.30

LS Sundries for painting / shellac LS 0.70Total / 1 No. 35.90

or say 35.90

f 40 x 25 mm dia 1.00 No. Cost of Reducer 54.25 Each 54.251.00 No. Cutting 5.68 Each 5.682.00 No. Threading 13.28 Each 26.55

LS Sundries for painting / shellac LS 1.61Total / 1 No. 88.09

or say 88.10

g 32 x 20 mm dia 1.00 No. Cost of Reducer 42.10 Each 42.101.00 No. Cutting 4.43 Each 4.432.00 No. Threading 9.75 Each 19.50

LS Sundries for painting / shellac LS 1.20Total / 1 No. 67.22

or say 67.25

VI GI Reducer Elbowa 50 x 40 mm dia

1.00 No. Cost of Reducer Elbow 114.90 Each 114.901.00 No. Cutting 7.93 Each 7.932.00 No. Threading 16.93 Each 33.85

LS Sundries for painting / shellac LS 2.09Total / 1 No. 158.76

or say 158.80b 40 x 32 mm dia

1.00 No. Cost of Reducer Elbow 97.00 Each 97.001.00 No. Cutting 6.10 Each 6.102.00 No. Threading 15.13 Each 30.25

LS Sundries for painting / shellac LS 1.82Total / 1 No. 135.17

58

Page 238: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

or say 135.20

c 32 x 25 mm dia1.00 No. Cost of Reducer Elbow 72.75 Each 72.751.00 No. Cutting 4.83 Each 4.832.00 No. Threading 12.40 Each 24.80

LS Sundries for painting / shellac LS 1.48Total / 1 No. 103.86

or say 103.90

d 25 x 20 mm dia 1.00 No. Cost of Reducer Elbow 54.25 Each 54.251.00 No. Cutting 4.00 Each 4.002.00 No. Threading 7.90 Each 15.80

LS Sundries for painting / shellac LS 0.99Total / 1 No. 75.04

or say 75.05

e 20 x 15 mm dia 1.00 No. Cost of Reducer Elbow 42.10 Each 42.101.00 No. Cutting 3.60 Each 3.602.00 No. Threading 5.15 Each 10.30

LS Sundries for painting / shellac LS 0.70Total / 1 No. 56.70

or say 56.70

f 40 x 25 mm dia 1.00 No. Cost of Reducer Elbow 75.75 Each 75.751.00 No. Cutting 5.68 Each 5.682.00 No. Threading 13.28 Each 26.55

LS Sundries for painting / shellac LS 1.61Total / 1 No. 109.59

or say 109.60

g 32 x 20 mm dia 1.00 No. Cost of Reducer Elbow 60.00 Each 60.001.00 No. Cutting 4.43 Each 4.432.00 No. Threading 9.75 Each 19.50

LS Sundries for painting / shellac LS 1.20Total / 1 No. 85.12

or say 85.15

VII GI Reducer Teea 50 x 40 mm dia

1.00 No. Cost of Reducer Tee 145.50 Each 145.502.00 No. Cutting 7.93 Each 15.853.00 No. Threading 16.93 Each 50.78

LS Sundries for painting / shellac LS 3.33Total / 1 No. 215.46

or say 215.50

59

Page 239: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

b 40 x 32 mm dia 1.00 No. Cost of Reducer Tee 121.25 Each 121.252.00 No. Cutting 6.10 Each 12.203.00 No. Threading 15.13 Each 45.38

LS Sundries for painting / shellac LS 2.88Total / 1 No. 181.70

or say 181.75

c 32 x 25 mm dia1.00 No. Cost of Reducer Tee 102.80 Each 102.802.00 No. Cutting 4.83 Each 9.653.00 No. Threading 12.40 Each 37.20

LS Sundries for painting / shellac LS 2.34Total / 1 No. 151.99

or say 152.00

d 25 x 20 mm dia 1.00 No. Cost of Reducer Tee 78.50 Each 78.502.00 No. Cutting 4.00 Each 8.003.00 No. Threading 7.90 Each 23.70

LS Sundries for painting / shellac LS 1.59Total / 1 No. 111.79

or say 111.80

e 20 x 15 mm dia 1.00 No. Cost of Reducer Tee 72.75 Each 72.752.00 No. Cutting 3.60 Each 7.203.00 No. Threading 5.15 Each 15.45

LS Sundries for painting / shellac LS 1.13Total / 1 No. 96.53

or say 96.55

f 40 x 25 mm dia 1.00 No. Cost of Reducer Tee 109.10 Each 109.102.00 No. Cutting 5.68 Each 11.353.00 No. Threading 13.28 Each 39.83

LS Sundries for painting / shellac LS 2.56Total / 1 No. 162.83

or say 162.85g 32 x 20 mm dia

1.00 No. Cost of Reducer Tee 84.85 Each 84.852.00 No. Cutting 4.43 Each 8.853.00 No. Threading 9.75 Each 29.25

LS Sundries for painting / shellac LS 1.91Total / 1 No. 124.86

or say 124.90

VIII GI Hex Nipple

60

Page 240: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

a 50 mm dia 1.00 No. Cost of GI Hex Nipple 90.60 Each 90.601.00 No. Add for painting / shellac 2.30 Each 2.30

Total / 1 No. 92.90or say 92.90

b 40 mm dia 1.00 No. Cost of GI Hex Nipple 72.75 Each 72.751.00 No. Add for painting / shellac 2.30 Each 2.30

Total / 1 No. 75.05or say 75.05

c 32 mm dia 1.00 No. Cost of GI Hex Nipple 60.60 Each 60.601.00 No. Add for painting / shellac 2.30 Each 2.30

Total / 1 No. 62.90or say 62.90

d 25 mm dia 1.00 No. Cost of GI Hex Nipple 45.60 Each 45.601.00 No. Add for painting / shellac 2.30 Each 2.30

Total / 1 No. 47.90or say 47.90

e 20 mm dia 1.00 No. Cost of GI Hex Nipple 36.35 Each 36.351.00 No. Add for painting / shellac 2.30 Each 2.30

Total / 1 No. 38.65or say 38.65

f 15 mm dia 1.00 No. Cost of GI Hex Nipple 24.25 Each 24.251.00 No. Add for painting / shellac 2.30 Each 2.30

Total / 1 No. 26.55or say 26.55

79

i White Glazed Wash Hand Basina Without Pedestal

Supplying and fixing in position best quality and approved make

Indian made white / colour glazed earthernware wash hand basin

of size 550 x 400mm (with pedestal / without pedestal) with a pair

of cast iron brackets, including cost 15mm dia brass CP pillar tap,

32mm dia "B" class GI waste pipe with rubber plug and chain,

15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone

connection, 32mm dia CP brass waste coupling including fixing of

wash basin using CI brackets on to the wall in position with TW

plugs and screws, rubber washers, white lead and giving

necessary water supply connection and painting the brackets with

two coat of painting over a priming coat of anti-corrosive paint

including testing for leakages etc., complete complying with

61

Page 241: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

1.00 Set Cost of white glazed earthernware wash hand

basin without pedestal,

One pair of cast iron brackets,

One No. 15mm dia brass CP pillar tap,

One No. 32mm dia "B" class GI waste pipe

with rubber plug and chain,

One No. 15mm dia GM wheel valve,

One No. 15mm brass nipple,

1510.00 Set 1510.00

1.00 Nos. Plumber I Class 316.00 Each 316.000.10 Nos. Plumber II Class 293.00 Each 29.300.50 Nos. Mason I Class 363.00 Each 181.501.00 Nos. Mazdoor I Class 228.00 Each 228.006.00 Nos. Teak wood plugs 1.15 Each 6.906.00 Nos. 38mm Brass screws 2.30 Each 13.80

10.00 gram Shellac 18.15 100 gms. 1.820.25 Nos. Thread ball 3.60 Each 0.90

Total / 1 No. 2288.22or say 2289.00

b With Pedestal1.00 Set Cost of white glazed earthernware wash hand

basin without pedestal,

One pair of cast iron brackets,

One No. 15mm dia brass CP pillar tap,

One No. 32mm dia "B" class GI waste pipe

with rubber plug and chain,

One No. 15mm dia GM wheel valve,

One No. 15mm brass nipple,

1815.00 Set 1815.00

1.00 Nos. Plumber I Class 316.00 Each 316.000.10 Nos. Plumber II Class 293.00 Each 29.300.50 Nos. Mason I Class 363.00 Each 181.501.00 Nos. Mazdoor I Class 228.00 Each 228.006.00 Nos. Teak wood plugs 1.15 Each 6.906.00 Nos. 38mm Brass screws 2.30 Each 13.80

10.00 gram Shellac 18.15 100 gms. 1.820.25 Nos. Thread ball 3.60 Each 0.90

Total / 1 No. 2593.22or say 2594.00

ii Colour Glazed Wash Hand Basina Without Pedestal

1.00 Set Cost of colour glazed earthernware wash

hand basin without pedestal,

One pair of cast iron brackets,

One No. 15mm dia brass CP pillar tap,

One No. 32mm dia "B" class GI waste pipe

with rubber plug and chain,

One No. 15mm dia GM wheel valve,

One No. 15mm brass nipple,

2024.00 Set 2024.00

1.00 Nos. Plumber I Class 316.00 Each 316.000.10 Nos. Plumber II Class 293.00 Each 29.30

62

Page 242: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

0.50 Nos. Mason I Class 363.00 Each 181.501.00 Nos. Mazdoor I Class 228.00 Each 228.006.00 Nos. Teak wood plugs 1.15 Each 6.906.00 Nos. 38mm Brass screws 2.30 Each 13.80

10.00 gram Shellac 18.15 100 gms. 1.820.25 Nos. Thread ball 3.60 Each 0.90

Total / 1 No. 2802.22or say 2803.00

b Without Pedestal1.00 Set Cost of colour glazed earthernware wash

hand basin without pedestal,

One pair of cast iron brackets,

One No. 15mm dia brass CP pillar tap,

One No. 32mm dia "B" class GI waste pipe

with rubber plug and chain,

One No. 15mm dia GM wheel valve,

One No. 15mm brass nipple,

2235.00 Set 2235.00

1.00 Nos. Plumber I Class 316.00 Each 316.000.10 Nos. Plumber II Class 293.00 Each 29.300.50 Nos. Mason I Class 363.00 Each 181.501.00 Nos. Mazdoor I Class 228.00 Each 228.006.00 Nos. Teak wood plugs 1.15 Each 6.906.00 Nos. 38mm Brass screws 2.30 Each 13.80

10.00 gram Shellac 18.15 100 gms. 1.820.25 Nos. Thread ball 3.60 Each 0.90

Total / 1 No. 3013.22or say 3014.00

80

1.00 Set Cost of sink including

One No. 32mm dia CP waste coupling,

One No. 32mm dia PVC waste pipe with

rubber plug and chain,

One No. 15mm dia brass nipple

1936.00 Set 1936.00

1.00 Nos. Plumber I Class 316.00 Each 316.000.10 Nos. Plumber II Class 293.00 Each 29.301.00 Nos. Mazdoor I Class 228.00 Each 228.00

10.00 gram Shellac 18.15 100 gms. 1.820.25 Nos. Thread ball 3.60 Each 0.90

Total / 1 No. 2512.02or say 2513.00

For fixing the sink with CI bracket1.00 set CI bracket 115.00 set 115.00

Supplying and fixing in position best quality approved make white

glazed earthernwere sink of size of 600 x 450 x 200mm including

cost of 32mm dia CP waste coupling, 32mm dia PVC waste pipe

with rubber plug and chain, 15mm dia brass nipple including fixing

the sink in position and testing for leakages etc., complete

complying with standard specifications excluding CI brackets.

[The sink and specials should be got approved by the Executive

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0.50 Nos. Stone Cutter I Class 280.00 Each 140.000.50 Nos. Mazdoor I Class 228.00 Each 114.002.00 Kgs. Cement 5500.00 1MT 11.00

Total / 1 No. 380.00or say 380.00

81

a Cuddapah sink of 600 x 450 x 200mm1.00 Set Cost of sink including

One No. 32mm dia CP waste coupling,

One No. 32mm dia PVC waste pipe with

rubber plug and chain,

One No. 15mm dia brass nipple

663.00 Set 663.00

1.00 Nos. Plumber I Class 316.00 Each 316.000.10 Nos. Plumber II Class 293.00 Each 29.301.00 Nos. Mazdoor I Class 228.00 Each 228.00

10.00 gram Shellac 18.15 100 gms. 1.820.25 Nos. Thread ball 3.60 Each 0.90

Total / 1 No. 1239.02or say 1240.00

b Cuddapah sink of 600 x 600 x 200mm1.00 Set Cost of sink including

One No. 32mm dia CP waste coupling,

One No. 32mm dia PVC waste pipe with

rubber plug and chain,

One No. 15mm dia brass nipple

877.00 Set 877.00

1.00 Nos. Plumber I Class 316.00 Each 316.000.10 Nos. Plumber II Class 293.00 Each 29.301.00 Nos. Mazdoor I Class 228.00 Each 228.00

10.00 gram Shellac 18.15 100 gms. 1.820.25 Nos. Thread ball 3.60 Each 0.90

Total / 1 No. 1453.02or say 1454.00

Supplying and fixing in position best quality cuddapah sink of

following sizes including cost of 32mm dia CP waste coupling,

32mm dia PVC waste pipe with rubber plug and chain, 15mm dia

brass nipple including fixing the sink in position and testing for

leakages etc., complete complying with standard specifications

excluding CI brackets. [The sink and specials should be got

64

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82

1.00 Set Cost of IWC (Oriya Type) with 'P' or 'S' trap 1089.00 set 1089.000.60 RM 100mm dia CI pipe of 0.60m long 606.00 RM 363.600.45 cu.m. Sand for filling 303.40 cu.m. 136.530.11 cu.m. Brick jelly lime concrete 1:2:5 1577.70 cu.m. 173.551.00 Nos. Plumber I Class 316.00 Each 316.001.00 Nos. Mason I Class 363.00 Each 363.000.25 Nos. Plumber II class 293.00 Each 73.251.00 Nos. Mazdoor I Class 228.00 Each 228.001.00 Kg. White cement 23.00 Kg. 23.006.00 Kgs. Cement 5500.00 MT 33.00

400.00 gram Spun yarn 12.00 Kg 4.80Total / 1 No. 2803.73

or say 2804.00

83

1.00 Set Cost of IWC (Oriya Type) with 'P' or 'S' trap 1390.00 set 1390.000.60 RM 100mm dia CI pipe of 0.60m long 606.00 RM 363.600.45 cu.m. Sand for filling 303.40 cu.m. 136.530.11 cu.m. Brick jelly lime concrete 1:2:5 1577.70 cu.m. 173.551.00 Nos. Plumber I Class 316.00 Each 316.001.00 Nos. Mason I Class 363.00 Each 363.000.25 Nos. Plumber II class 293.00 Each 73.251.00 Nos. Mazdoor I Class 228.00 Each 228.001.00 Kg. White cement 23.00 Kg. 23.006.00 Kgs. Cement 5500.00 MT 33.00

400.00 gram Spun yarn 12.00 Kg 4.80

Supplying and fixing in positon Indian Water Closet (Oriya type) of

size 580 x 440mm colour glazed earthern ware of approved

quality and brand with "P" or "S" trap conforming to BIS with sand

cushion and forming flooring alround the closet using 40mm

broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and

Five brick jelly) 100mm thick and finishing the top to the required

slope and including giving necessary connection to CI soil pipes

(including the cost of 100mm dia CI pipe for a length of 600mm)

by dismantling brick masonry wall / reinforced cement concrete

roof / floor slab and making good the dismantled portion to the

original condition with leakages etc., complete complying with

Supplying and fixing in positon Indian Water Closet (Oriya type) of

size 580 x 440mm white glazed earthern ware of approved quality

and brand with "P" or "S" trap conforming to BIS with sand

cushion and forming flooring alround the closet using 40mm

broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and

Five brick jelly) 100mm thick and finishing the top to the required

slope and including giving necessary connection to CI soil pipes

(including the cost of 100mm dia CI pipe for a length of 600mm)

by dismantling brick masonry wall / reinforced cement concrete

roof / floor slab and making good the dismantled portion to the

original condition with leakages etc., complete complying with

standard specifications and as directed by the departmental

65

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Total / 1 No. 3104.73or say 3105.00

84

1.00 Set Cost of IWC (Oriya Type) with 'P' or 'S' trap 1089.00 set 1089.000.60 RM 110mm dia PVC pipe of 0.60m long 254.60 RM 152.760.45 cu.m. Sand for filling 303.40 cu.m. 136.530.11 cu.m. Brick jelly lime concrete 1:2:5 1577.70 cu.m. 173.551.00 Nos. Plumber I Class 316.00 Each 316.001.00 Nos. Mason I Class 363.00 Each 363.000.25 Nos. Plumber II class 293.00 Each 73.251.00 Nos. Mazdoor I Class 228.00 Each 228.001.00 Kg. White cement 23.00 Kg. 23.006.00 Kgs. Cement 5500.00 MT 33.00

400.00 gram Spun yarn 12.00 Kg 4.80Total / 1 No. 2592.89

or say 2593.0085

1.00 Set Cost of IWC (Oriya Type) with 'P' or 'S' trap 1390.00 set 1390.000.60 RM 110mm dia PVC pipe of 0.60m long 254.60 RM 152.760.45 cu.m. Sand for filling 303.40 cu.m. 136.530.11 cu.m. Brick jelly lime concrete 1:2:5 1577.70 cu.m. 173.551.00 Nos. Plumber I Class 316.00 Each 316.001.00 Nos. Mason I Class 363.00 Each 363.000.25 Nos. Plumber II class 293.00 Each 73.251.00 Nos. Mazdoor I Class 228.00 Each 228.001.00 Kg. White cement 23.00 Kg. 23.00

Supplying and fixing in positon Indian Water Closet (Oriya type) of

size 580 x 440mm white glazed earthern ware of approved quality

and brand with "P" or "S" trap conforming to BIS with sand

cushion and forming flooring alround the closet using 40mm

broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and

Five brick jelly) 100mm thick and finishing the top to the required

slope and including giving necessary connection to PVC pipes

(including the cost of 110mm dia PVC pipe for a length of

600mm) by dismantling brick masonry wall / reinforced cement

concrete roof / floor slab and making good the dismantled portion

to the original condition with leakages etc., complete complying

Supplying and fixing in positon Indian Water Closet (Oriya type) of

size 580 x 440mm colour glazed earthern ware of approved

quality and brand with "P" or "S" trap conforming to BIS with sand

cushion and forming flooring alround the closet using 40mm

broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and

Five brick jelly) 100mm thick and finishing the top to the required

slope and including giving necessary connection to PVC pipes

(including the cost of 110mm dia PVC pipe for a length of

600mm) by dismantling brick masonry wall / reinforced cement

concrete roof / floor slab and making good the dismantled portion

to the original condition with leakages etc., complete complying

with standard specifications and as directed by the departmental

66

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6.00 Kgs. Cement 5500.00 MT 33.00400.00 gram Spun yarn 12.00 Kg 4.80

Total / 1 No. 2893.89or say 2894.00

86

Sub-Data

1.00 Set Cost of white glazed European Water Closet

with 10 litres capacity PVC flushing tank with

all accessories

2785.00 Nos. 2785.00

0.50 Nos. Mason II Class 326.00 Each 163.000.50 Nos. Plumber I Class 316.00 Each 158.000.10 Nos. Plumber II Class 293.00 Each 29.301.00 Nos. Mazdoor I Class 228.00 Each 228.000.50 Nos. Mazdoor II Class 206.00 Each 103.001.00 Kg. White cement 23.00 Kg. 23.006.00 Kgs. Cement 5500.00 Kgs. 33.00

400.00 gram Spun yarn 12.00 kg 4.804.00 Nos. TW plugs (50 x 50 x 100mm) 5.75 Each 23.004.00 Nos. Brass screws (75 x 10mm) 4.60 Each 18.40

Total (A) 3568.50

a White glazed European Water Closet with

10 litre capacity PVC flushing tank fixed 1.00 Set Rate as above (A) 3568.50 Set 3568.50

Fixing charges for flushing tank0.30 Nos. Plumber I class 316.00 Each 94.800.30 Nos. Mason II Class 326.00 Each 97.80

such as 15mm brass connections, 15mm GM wheel valve, 15mm

brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws

and also giving necessary connection to the PVC pipe including

cost of 600mm length of 110mm dia PVC pipe and painting the CI

brackets with 2 coats of approved paint over one coat of red

oxide primer, dismantling the masonry and re-doing the

dismantled masonry to original condition etc. complete complying

with standard specifications. (The EWC and flushing tank wiht all

accessories should be got approved by the Executive Enginer

Supplying and fixing in position white / colour glazed European

Water Closet of best quality and approved make with 100 mm "P"

or "S" trap connecting with CI pipe of 100mm dia / PVC pipe of

110mm dia, double flapped rigid PVC black seat and seat cover

with CP brass hinges including cost of white cement, cement for

packing, spun yarn, teak wood plugs, brass screws, etc.,

including supplying and fixing 10 litres capacity PVC / 12.5 litres

capacity porcelin low level flushing tank with a pair of CI brackets,

etc., complete with all fittings such as 15mm brass ball valve with

polythene float with brass handle, union, coupling connected by

means of 40mm white PVC flush hand using Indian adopter joint

67

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0.60 Nos. Mazdoor I Class 228.00 Each 136.802.00 Nos. TW plugs 5.75 Each 11.502.00 Nos. Brass screws 4.60 Each 9.202.00 Kg. White cement 23.00 Kg. 46.00

10.00 gram Shellac 18.15 100 gms. 1.820.50 Nos. Thread ball 3.60 Each 1.80

Total / 1 No. 3968.22or say (B) 3969.00

b White glazed European Water Closet with

10 litre capacity PVC flushing tank fixed

with CI brackets1.00 Set Rate as above (B) 3969.00 Set 3969.00

Supplying and fixing charges for CI brackets1.00 Set Cost of CI brackets 115.00 Set 115.000.50 Nos. Plumber I class 316.00 Each 158.000.50 Nos. Mason II Class 326.00 Each 163.001.00 Nos. Mazdoor I Class 228.00 Each 228.000.50 Nos. Stone Cutter I Class 280.00 Each 140.002.00 Kg. Cement 5500.00 Kg. 11.002.00 Kg. White cement 23.00 Kg. 46.00

10.00 gram Shellac 18.15 100 gms. 1.820.50 Nos. Thread ball 3.60 Each 1.80

200.00 gram Spun yarn 12.00 kg 2.40Total / 1 No. 4836.02

or say (C) 4837.00

c Colour glazed European Water Closet with

10 litre capacity PVC flushing tank fixed 1.00 Set Rate as above in (B) 3969.00 Set 3969.001.00 Set Add difference in cost of colour glazed EWC 365.00 Set 365.00

Total / 1 No. 4334.00or say (D) 4334.00

d Colour glazed European Water Closet with

10 litre capacity PVC flushing tank fixed

with CI brackets

1.00 Set Rate as above in (C) 4837.00 Set 4837.001.00 Set Add difference in cost of colour glazed EWC 365.00 Set 365.00

Total / 1 No. 5202.00or say (E) 5202.00

e White glazed European Water Closet with

12.5 litre capacity porcelin flushing tank

fixed on to wallSub-DataFixing charges for porcelin flushing tank

0.50 Nos. Plumber I class 316.00 Each 158.000.50 Nos. Mason II Class 326.00 Each 163.00

68

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1.00 Nos. Mazdoor I Class 228.00 Each 228.002.00 Nos. TW plugs 5.75 Each 11.502.00 Nos. Brass screws 4.60 Each 9.202.00 Kg. White cement 23.00 Kg. 46.00

10.00 gram Shellac 18.15 100 gms. 1.820.50 Nos. Thread ball 3.60 Each 1.80

200.00 gram Spun yarn 12.00 kg 2.40Total / 1 No. 621.72

or say (F) 622.00

1.00 Set Rate as above in (A) 3568.50 Set 3568.501.00 Set Rate as above in (F) 622.00 Set 622.001.00 Set Add difference in cost of porcelin flushing 1140.00 Set 1140.00

Total / 1 No. 5330.50or say (G) 5331.00

f White glazed European Water Closet with

12.5 litre capacity procelin flushing tank

fixed with CI brackets

1.00 Set Rate as above in (A) 3568.50 Set 3568.501.00 Set Rate as above in (F) 622.00 Set 622.001.00 Set Rate as above in (C-B) 868.00 Set 868.001.00 Set Add difference in cost of porcelin flushing 1140.00 Set 1140.00

Total / 1 No. 6198.50or say (H) 6199.00

g Colour glazed European Water Closet with

12.5 litre capacity porcelin flushing tank

fixed on to wall

1.00 Set Rate as above in (G) 5331.00 Set 5331.001.00 Set Add difference in cost of porcelin flushing 1580.00 Set 1580.00

Total / 1 No. 6911.00or say (I) 6911.00

h Colour glazed European Water Closet with

12.5 litre capacity procelin flushing tank

fixed with CI brackets1.00 Set Rate as above in (G) 5331.00 Set 5331.001.00 Set Rate as above in (C-B) 868.00 Set 868.001.00 Set Add difference in cost of porcelin flushing 1580.00 Set 1580.00

Total / 1 No. 7779.00or say 7779.00

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87

a White glazed earthernwere lipped mouth

flat back urinal1.00 Set Cost of urinal,

32mm dia bell mouth PVC connection and

waste pipe,

15mm dia GI pipe of required length,

15mm dia GM wheel valve,

847.00 Set 847.00

0.50 Nos. Plumber I class 316.00 Each 158.000.50 Nos. Mason I Class 363.00 Each 181.500.50 Nos. Mazdoor I Class 228.00 Each 114.002.00 sets TW plugs, clamps and screws 12.10 set 24.20

10.00 gram Shellac 18.15 100 gms 1.820.50 Nos. Thread balls 3.60 Each 1.801.00 set Special clamp for waste pipe, TW plugs and 12.10 set 12.10

Total / 1 No. 1340.42or say (A) 1340.50

b Colour glazed earthernwere lipped mouth

flat back urinal1.00 set Rate as above in (A) 1340.50 set 1340.501.00 set Add difference in cost of colour urinal 123.00 set 123.00

Total / 1 No. 1463.50or say 1463.50

88

1.00 Set Cost of squatting urinal 462.00 Set 462.000.50 Nos. Plumber I class 316.00 Each 158.000.50 Nos. Mason II Class 326.00 Each 163.000.50 Nos. Mazdoor I Class 228.00 Each 114.00

0.002 cu.m. Cement mortar 1:3 2973.75 cu.m. 5.95Total / 1 No. 902.95

or say (A) 903.00

Supplying and fixing in position Indian make white glazed

earthenware squating type urinal of best quality and approved

make including dismantling masonry, if necessary and re-doing

the same to original condition, etc., complete complying with

standard specification. (The squatting urinal should be got

approved by the Executive Engineer before use on works).

Supply and fixing in position of best Indian make white / colour

glazed earthernware lipped mouth flat back urinal of best quality

and approved make of size 430mm x 260mm x 350mm with GI

pipe, 32mm dia bell mouth PVC connection and waste pipe,

15mm dia GI pipe of required length, 15mm dia GM wheel valve,

15mm dia brass nipple 2 Nos., and fixing the urinals in position

with necessary TW plugs, clamps, screws, etc., including

dismantling masnory and re-doing the same to the original

condition, etc., including painting the pipe with two coats of best

quality approved synthetic enamel paint over one coat of red

oxide primer and checked without any leakage etc. complete

70

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in rupees

89

a Nahani Trap of size 100 x 75mm with

stainless steel gratings1.00 set Cost of Nahini Trap with stainless steel 277.00 Each 277.000.20 Nos. Plumber I Class 316.00 Each 63.200.20 Nos. Stone Cutter I Class 280.00 Each 56.000.20 Nos. Mason II Class 326.00 Each 65.20

0.005 cu.m Brick jelly lime concrete 1:2:5 using 40mm

size brick jelly

1577.70 cu.m 7.89

0.002 cu.m Cement mortar 1:3 2973.75 cu.m 5.95Total / 1 No. 475.24

or say (A) 475.50

b Nahani Trap of size 75 x 50mm with

stainless steel gratings1.00 set Cost of Nahini Trap with stainless steel 217.00 Each 217.000.20 Nos. Plumber I Class 316.00 Each 63.200.20 Nos. Stone Cutter I Class 280.00 Each 56.000.20 Nos. Mason II Class 326.00 Each 65.20

0.005 cu.m Brick jelly lime concrete 1:2:5 using 40mm

size brick jelly

1577.70 cu.m 7.89

0.002 cu.m Cement mortar 1:3 2973.75 cu.m 5.95Total / 1 No. 415.24

or say (A) 415.5090

a 100mm dia stoneware pipe (cement joint)50.00 Nos. Cost of pipes (each of length 0.60 metre) 60.00 Each 3000.001.00 No. Plumber I class 316.00 Each 316.005.00 Nos. Mazdoor I Class 228.00 Each 1140.002.00 Nos. Mazdoor II Class 206.00 Each 412.00

30.00 Kg Cement 5500.00 MT 165.007.50 Kg Spun yarn 12.00 Kg 90.00

Total for 30 RM 5123.00Rate for 1 RM 170.80

Supplying and fixing position CI Nahani Trap / Floor Trap of the

following sizes with best stainless steel gratings of approved

brand and quality, fixed over a bed of brick jelly lime concrete

1:2:5 (One part of lime, two part of sand and five part of 40mm

gauge brick jelly) and finished with Cement Mortar 1:3 (One

Cement, Three sand) including dismantling masonry works

wherever found necessary and making good the dismantled

portions to the original condition and giving connection to the CI /

PVC pipes, etc., complete complying with standard specification.

Supplying, laying and jointing glazed stone ware pipes of the

following dia of approved quality with spigot and socket ends and

fixing them in dry condition using spun yarn and cement including

petty masonry shoring and strutting wherever found necessary

and laying the pipe line in the alignment at the specified gradient

and testing with necessary tools and plants, etc., and re-filling the

trench with excavated earth and levelling the ground etc.,

complete complying with standard specifications. (Earth work

excavation, re-filling with excavated earth will be measured and

71

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in rupees

b 150mm dia stoneware pipe (cement joint)50.00 Nos. Cost of pipes (each of length 0.60 metre) 96.50 Each 4825.002.00 Nos. Plumber I class 316.00 Each 632.006.00 Nos. Mazdoor I Class 228.00 Each 1368.003.00 Nos. Mazdoor II Class 206.00 Each 618.00

30.00 Kg Cement 5500.00 MT 165.007.50 Kg Spun yarn 12.00 Kg 90.00

Total for 30 RM 7698.00Rate for 1 RM 256.60

91

Sub-DataLabour for laying for 30m length (loose

joint) 1.00 Nos. Plumber II Class 293.00 Each 293.00

3.00 Nos. Mazdoor I Class 228.00 Each 684.001.00 Nos. Mazdoor II Class 206.00 Each 206.00

Total for 30 RM 1183.00Rate / 1 RM 39.43

Main Data100 mm 150 mm

1.00 RM Cost of pipes (each of length 0.60 metre) 100.00 160.83Labour Charges 39.43 39.43

Rate for 1 RM 139.43 200.27or say 139.45 200.30

92

1.00 No. Cost of 150mm stoneware tee 157.00 Each 157.00 0.25 Nos. Plumber I Class 316.00 Each 79.00 1.00 Kg. Cement 5500.00 MT 5.50

0.125 Kg. Spun yarn 12.00 Kg 1.50Rate per 1 No. 243.00

or say 243.00

Supplying, laying and jointing glazed stoneware pipes of following

dia of approved best quality with spigot and socket ends (in

reverse direction) in dry condition and laid in loose joints (i.e.)

without cement and spun yarn, so that the waste water can be

drained to the trenches already available, excluding cost of earth

work excavation, cost of re-filling with sand / earth, but including

laying the pipe in true alignment and gradient and conducting

required water supply test for draining with necessary tools and

plants, etc., complete complying with standard specifications.

Supplying and fixing in position 150mm dia stoneware tee of

approved best quality and provding leak proof joints with cement,

spun yarn, etc., including dismantling the brick work and re-doing

the dismantled portion to the original condition, etc., complete

complying with standard specifications (The stoneware tee shall

be got approved by the Executive Engineer before use on work)

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in rupees

93

Main Data1.00 No. Cost of Gully Trap with CI double gratings 169.00 Each 169.000.25 Nos. Mason I Class 363.00 Each 90.750.25 Nos. Mazdoor I Class 228.00 Each 57.000.03 cu.m CC 1:3:6 using 20mm stone jelly 3063.65 cu.m 91.910.05 cu.m Brick jelly cement concrete 1:3:6 using 40mm 2565.55 cu.m 128.28

Total / 1 No. 536.94or say (A) 537.00

Sub-Data brick jelly cement concrete 1:3:69.00 cu.m. Brick jelly 40mm thick 527.40 cu.m. 4746.604.50 cu.m. Cement Mortar 1:3 2973.75 cu.m. 13381.881.80 Nos. Mason II Class 326.00 Each 586.80

17.70 Nos. Mazdoor I Class 228.00 Each 4035.6014.10 Nos. Mazdoor II Class 206.00 Each 2904.60

Rate for 10 cu.m. 25655.48Rate for 1 cu.m. 2565.55

Sub-Data plain cement concrete 1:3:69.00 cu.m. Stone jelly 20mm thick 1080.80 cu.m. 9727.204.50 cu.m. Cement Mortar 1:3 2973.75 cu.m. 13381.881.80 Nos. Mason II Class 326.00 Each 586.80

17.70 Nos. Mazdoor I Class 228.00 Each 4035.6014.10 Nos. Mazdoor II Class 206.00 Each 2904.60

Rate for 10 cu.m. 30636.08Rate for 1 cu.m. 3063.65

94

3.00 RM Cost of 3 metre height AC pipe 133.35 3 RM 133.350.30 Nos. Plumber I Class 316.00 Each 94.800.30 Nos. Mazdoor I Class 228.00 Each 68.401.00 Nos. AC cowl 72.75 Each 72.75

Rate per 1 No. 369.30or say 369.30

Supplying and fixing AC ventilating shaft of 100mm dia with 3

metre height including cost of 100mm dia AC cylindrical cowl of

best approved quality etc., complete complying with standard

specifications and as directed by the departmental officers

Supplying and fixing in position 150 x 100mm "P" or "S"

stoneware gully trap 'A' grade with CI double gratings of size 150

x 150mm and 230 x 230mm at bottom and top respectively with

necessary earth work excavation laid over a bed of brick jelly

cement concrete 1:3:6 (One cement, Three sand and Six broken

brick jelly) 150mm thick using 40mm size broken brick jelly

including necessary brick work and plastering including

dismantling masonry wherever necessary and re-doing the

damaged portions to the original conditions using cement

concrete 1:3:6 using 20mm stone jelly for fixing the gully trap and

giving connections to stoneware sewer line etc., complete

complying with standard specifications. [Earth work excavation,

73

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95

3.00 RM Cost of 3 metre height PVC pipe 169.70 RM 509.100.30 Nos. Plumber I Class 316.00 Each 94.800.30 Nos. Mazdoor I Class 228.00 Each 68.401.00 Nos. PVC cowl 199.00 Each 199.00

20.00 gram PVC adhesive 36.30 100 gram 7.26Rate per 1 No. 871.30

or say 871.30

96

Sub-DataLabour for fixing 3 Nos. of CI Manhole

1.00 Nos. Mason I Class 363.00 Each 363.001.00 Nos. Mazdoor I Class 228.00 Each 228.00

Total for fixing 3 Nos. 591.00For fixing 1 No. 197.00

Main Data1.00 Nos. Cost of CI Manhole Cover (Heavy Duty) 2079.00 Each 2079.001.00 Nos. Labour charges 197.00 Each 197.00

0.004 cu.m Cement Mortar 1:3 2973.75 cu.m 11.90Rate per 1 No. 2287.90

or say 2288.00

97

Sub-DataLabour for laying CI pipe line for 1.83

metre long 0.50 Nos. Plumber I Class 316.00 Each 158.00

0.25 Nos. Stone Cutter II Class 258.00 Each 64.501.00 Nos. Mazdoor I Class 228.00 Each 228.00

Total for 1.83 RM 450.50

Supplying and fixing in position CI manhole covers with CI frames

(Heavy duty) of size 60cm x 60cm of best approved quality as per

standard specification etc., complete compying with standard

specifications

Supplying and fixing PVC ventilating shaft of 110mm dia (having

working pressure 4 kg. / sq.cm) with 3 metre height including cost

of PVC cylindrical cowl of best approved quality etc., complete

complying with standard specifications and as directed by the

departmental officers

Supplying, laying and position best quality Indian cast iron soil /

waste pipes of following dia of approved brand and quality

conforming to BIS and providing leak proof joints with spun yarn

and making connection to all sanitary fittings with required

number of special, clamps, cement and spun yarn, dismantling

the masonry / RCC wherever necessary and making good the

dismanlted portion to the original condition including painting the

cast iron pipes and fittings with two coats of anti corrosive paint of

approved quality and colour and the pipes fixed in postion in true

alignment, etc., complete complying with standard specifications

(The CI pipes shall be got approved by the Executive Engineer

74

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Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

Rate / 1 RM 246.17

Sub-Data for anti-corrosive paint two coats 2.22 litre Anti-corrosive paint 242.55 litre 538.46

1.10 Nos. Painter I Class 293.00 Each 322.30LS Sundries for brushes, etc. LS 5.38

Total for 10 sq.m. 860.76Rate per 1 sq.m. 86.08

Sub-Data for painting150 mm 100mm 75mm

Painting area 0.471 0.314 0.23686.08 sq.m. Cost of painting 40.58 27.05 20.29

Main Data150 mm 100mm 75mm

1.00 RM Cost of pipes (each of length 1.83 metre) 1004.00 606.00 485.00Labour Charges 246.17 246.17 246.17

2.00 Nos. Special clamp 23.00 23.00 23.001.00 Kg. Cement 5.50 5.50 5.50

250.00 grams Spun yarn 3.00 3.00 3.00Two coats of anti corrosive paint 40.58 27.05 20.29

Rate for 1 RM 1322.25 910.73 782.96or say 1322.30 910.75 783.00

98

Sub-DataLabour for fixing CI specials 4 Nos.

1.00 Nos. Plumber I class 316.00 Each 316.001.00 No. Mazdor I class 228.00 Each 228.000.80 Nos. Plumber II Class 293.00 Each 234.40

Total for fixing 4 Nos. 778.40Rate for 1 No. 194.60

Sundries for 1 No.2.00 Kgs. Cement 5500.00 MT 11.00

500.00 gram Spun yarn 12.00 Kg. 6.00LS Anti-corrosive paint LS 1.70

Total 18.70

A CI Plain Bend 150mm 100mm 75mm1.00 No. Cost 545.00 266.00 205.001.00 No. Labour for fixing 194.60 194.60 194.60

Supplying and fixing in position following CI specials of various

dia of approved quality conforming to BIS and providing leak

proof joints with cement, spun yarn, etc., including fixing to wall

and giving connections to the CI soil stacks, dismantling the brick

work / RCC floor or roof slab and re-doing the dismantled portion

to the original condition including the CI specials with two coats of

anti corrosive paint of approved quality and colour etc., complete

complying with standard specifications (The CI specials shall be

75

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Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

1.00 No. Sundries 18.70 18.70 18.70Rate for 1 No. 758.30 479.30 418.30

or say 758.30 479.30 418.30

B CI Bend with Door 150mm 100mm 75mm1.00 No. Cost 630.00 320.00 266.001.00 No. Labour for fixing 194.60 194.60 194.601.00 No. Sundries 18.70 18.70 18.70

Rate for 1 No. 843.30 533.30 479.30or say 843.30 533.30 479.30

C CI Plain Tee 150mm 100mm 75mm1.00 No. Cost 1091.00 484.00 332.001.00 No. Labour for fixing 194.60 194.60 194.601.00 No. Sundries 18.70 18.70 18.70

Rate for 1 No. 1304.30 697.30 545.30or say 1304.30 697.30 545.30

D CI Tee with Door 150mm 100mm 75mm1.00 No. Cost 1151.00 557.00 387.001.00 No. Labour for fixing 194.60 194.60 194.601.00 No. Sundries 18.70 18.70 18.70

Rate for 1 No. 1364.30 770.30 600.30or say 1364.30 770.30 600.30

E CI "Y" Junction with Door (single) 150mm 100mm 75mm1.00 No. Cost 1212.00 606.00 423.001.00 No. Labour for fixing 194.60 194.60 194.601.00 No. Sundries 18.70 18.70 18.70

Rate for 1 No. 1425.30 819.30 636.30or say 1425.30 819.30 636.30

F CI "Y" Junction with Door (Double) 150mm 100mm 75mm1.00 No. Cost 1333.00 678.00 509.001.00 No. Labour for fixing 194.60 194.60 194.601.00 No. Sundries 18.70 18.70 18.70

Rate for 1 No. 1546.30 891.30 722.30or say 1546.30 891.30 722.30

Sub-DataLabour for fixing CI Cowl

0.25 Nos. Plumber I class 316.00 Each 79.001.00 Kg. Cement 5500.00 MT 5.50

125.00 gram Spun yarn 12.00 Kg. 1.50LS Add for anti-corrosive painting LS 1.50

Rate for 1 No. 87.50

G CI Cowl 150mm 100mm 75mm1.00 No. Cost 332.00 199.00 133.001.00 No. Labour for fixing 87.50 87.50 87.50

76

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No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

Rate for 1 No. 419.50 286.50 220.50or say 419.50 286.50 220.50

99

Sub-DataLabour for 6.10 RM (one length)

0.40 Nos. Plumber I Class 316.00 Each 126.400.25 Nos. Stone Cutter II Class 258.00 Each 64.500.75 Nos. Mazdoor I Class 228.00 Each 171.006.00 set PVC / MS special clamp, TW plugs and 12.10 set 72.60

20.00 gram PVC adhesive 36.30 100 gram 7.26Total for 6.10 RM (one length) 441.76

Rate for 1 RM 72.42

Main DataDia of pipe 75mm 110mm 160mm Cost of PVC pipe per RM 163.30 254.60 497.00Labour charges 72.42 72.42 72.42

Total / 1 RM 235.72 327.02 569.42or say 235.75 327.05 569.45

100

Sub-DataLabour for fixing 4 Nos.

0.60 Nos. Plumber I Class 316.00 Each 189.600.60 Nos. Mazdoor I Class 228.00 Each 136.800.50 Nos. Plumber II Class 293.00 Each 146.50

Total for fixing 4 Nos. 472.90Rate for 1 No. 118.23

Sundries for 1 No.20.00 gram PVC adhesive 36.30 100 gram. 7.26

Rate for 1 No. 7.26

Supplying and fixing in position PVC specials of the following dia

and types of approved quality confirming to BIS and providing

leak proof joints including fixing to the walls and giving connection

to the PVC soil stacks, dismantling the masonry or RCC works

and re-doing the dismantled portion to original condition etc.,

complete complying with standard specifications. (The PVC

Supplying and fixing in position best quality PVC soil / waste

pipes of various dia having 6 kg / sq.cm. pressure BIS mark and

providing leak proof joints using PVC adhesives including fixing to

the wall with special PVC / MS clamp, teak wood plugs, brass

screws, etc., and making connection to all sanitary fittings,

dismantling masonry / RCC works wherever found necessary and

making the good dismantled portion to the original condition,

including testing for any leakages, etc., complete complying with

standard specifications. (The PVC pipes should be got approved

by the Executive Engineer before use on works). The rate for

earth work excavation will be measured and paid separately in

77

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Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

Main Data

A PVC Elbow 160mm 110mm 75mm1.00 Nos. Cost of special 97.00 84.80 54.201.00 Nos. Labour for fixing 118.23 118.23 118.231.00 Nos. Sundries for 1 No. 7.26 7.26 7.26

Total / 1 No. 222.49 210.29 179.69sundries for 1 No. 222.50 210.30 179.70

B PVC Elbow with Door 160mm 110mm 75mm1.00 Nos. Cost of special 133.30 114.80 60.601.00 Nos. Labour for fixing 118.23 118.23 118.231.00 Nos. Sundries for 1 No. 7.26 7.26 7.26

Total / 1 No. 258.79 240.29 186.09or say 258.80 240.30 186.10

C PVC Tee 160mm 110mm 75mm1.00 Nos. Cost of special 151.20 139.10 84.801.00 Nos. Labour for fixing 118.23 118.23 118.231.00 Nos. Sundries for 1 No. 7.26 7.26 7.26

Total / 1 No. 276.69 264.59 210.29or say 276.70 264.60 210.30

D PVC Tee with Single Door 160mm 110mm 75mm1.00 Nos. Cost of special 194.00 163.30 109.101.00 Nos. Labour for fixing 118.23 118.23 118.231.00 Nos. Sundries for 1 No. 7.26 7.26 7.26

Total / 1 No. 319.49 288.79 234.59or say 319.50 288.80 234.60

E PVC Tee with Double Door 160mm 110mm 75mm1.00 Nos. Cost of special 247.00 230.30 139.101.00 Nos. Labour for fixing 118.23 118.23 118.231.00 Nos. Sundries for 1 No. 7.26 7.26 7.26

Total / 1 No. 372.49 355.79 264.59or say 372.50 355.80 264.60

F PVC Bend 160mm 110mm 75mm1.00 Nos. Cost of special 102.70 90.60 60.601.00 Nos. Labour for fixing 118.23 118.23 118.231.00 Nos. Sundries for 1 No. 7.26 7.26 7.26

Total / 1 No. 228.19 216.09 186.09or say 228.20 216.10 186.10

G PVC "Y" 160mm 110mm 75mm1.00 Nos. Cost of special 157.60 145.50 90.601.00 Nos. Labour for fixing 118.23 118.23 118.231.00 Nos. Sundries for 1 No. 7.26 7.26 7.26

Total / 1 No. 283.09 270.99 216.09

78

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Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

or say 283.10 271.00 216.10

H PVC "Y" with Single Door 160mm 110mm 75mm1.00 Nos. Cost of special 199.70 169.70 109.101.00 Nos. Labour for fixing 118.23 118.23 118.231.00 Nos. Sundries for 1 No. 7.26 7.26 7.26

Total / 1 No. 325.19 295.19 234.59or say 325.20 295.20 234.60

I PVC "Y" with Double Door 160mm 110mm 75mm1.00 Nos. Cost of special 278.60 242.00 151.201.00 Nos. Labour for fixing 118.23 118.23 118.231.00 Nos. Sundries for 1 No. 7.26 7.26 7.26

Total / 1 No. 404.09 367.49 276.69or say 404.10 367.50 276.70

101

Sub-DataLabour for fixing 2 Nos.

0.60 Nos. Plumber I Class 316.00 Each 189.600.60 Nos. Mazdoor I Class 228.00 Each 136.800.25 Nos. Plumber II Class 293.00 Each 73.25

Total for fixing 2 Nos. 399.65Rate for 1 No. 199.83

Sundries for 1 No.30.00 gram PVC adhesive 36.30 100 gram. 10.89

Rate for 1 No. 10.89

Main Data

A PVC Double Tee with Single Door

(4 way junction)

160mm 110mm 75mm

1.00 Nos. Cost of special 266.70 236.10 163.301.00 Nos. Labour for fixing 199.83 199.83 199.831.00 Nos. Sundries for 1 No. 10.89 10.89 10.89

Total / 1 No. 477.42 446.82 374.02or say 477.45 446.85 374.05

B PVC Double "Y" with Single Door

(4 way junction)

160mm 110mm 75mm

1.00 Nos. Cost of special 303.10 260.30 181.801.00 Nos. Labour for fixing 199.83 199.83 199.83

Supplying and fixing in position PVC 4 way junction plain or with

door of various dia of best approved quality confirming to BIS and

providing leak proof joints including fixing to the walls and giving

connection to the PVC soil stacks, dismantling the masonry or

RCC works and re-doing the dismantled portion to original

condition etc., complete complying with standard specifications.

(The PVC specials should be got approved by the Executive

79

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Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

1.00 Nos. Sundries for 1 No. 10.89 10.89 10.89Total / 1 No. 513.82 471.02 392.52

or say 513.85 471.05 392.55

102

Sub-DataLabour Charges PVC Cowl

0.20 Nos. Plumber I Class 316.00 Each 63.2020.00 gram PVC adhesive 36.30 100 gram. 7.26

Total for 1 No. 70.46

Main DataPVC Cowl 110mm 75mm 50mm

1.00 Nos. Cost of cowl 72.70 48.50 30.001.00 Nos. Labour charges 70.46 70.46 70.46

Total / 1 No. 143.20 119.00 100.50or say 143.20 119.00 100.50

103

1.00 Nos. Cost of CP Shower Rose 217.00 Each 217.001.00 Nos. Cost of CP stop cock 169.00 Each 169.000.10 Nos. Plumber I Class 316.00 Each 31.600.10 Nos. Mazdoor I Class 228.00 Each 22.80

10.00 gram Shellac 18.15 100 gms. 1.820.25 Nos. Thread ball 3.60 Each 0.90

Total / 1 No. 443.12or say 443.50

Internal Water Supply Arrangements using

PVC pipes and PVC specials

104

Supplying and fixing in position CP shower rose with CP stop

cock arrangement of size 15mm dia inlet and 100mm outlet to the

pipe line with necessary cutting, threading and jointing using

shellac etc., complete complying with standard specification and

as directed by the departmental officers (The CP shower rose

should be got approved by the Executive Engineer before use on

Supplying, laying and jointing PVC pipes (having working

pressure 10 kg. / sq.cm) of approved quality and best variety

conforming to BIS of the following dia including cutting, threading

and fixing PVC specials using PVC adhesives (but excluding cost

of such specials) and fixing into wall with teak wood plugs, PVC

clamps and screws making holes on the wall (or) drilling holes in

the roof and making good the dismantled portion to original

condition with necessary brick work / cement concrete and

plastering neatly wherever necessary with necessary scaffolding

Supplying and fixing in position PVC cowls of following dia of best

approved quality conforming to BIS, etc., complete complying with

standard specifications. (The PVC cowl should be got approved

by the Executive Engineer before use on works).

80

Page 260: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

A For laying PVC pipes of dia 15mm, 20mm

and 25mm

Sub-DataLabour for 10 RM

0.30 Nos. Stone Cutter I Class 280.00 Each 84.000.45 Nos. Plumber I Class 316.00 Each 142.200.10 Nos. Plumber II Class 293.00 Each 29.300.40 Nos. Mazdoor I Class 228.00 Each 91.200.30 Nos. Mazdoor II Class 206.00 Each 61.80

Total for 10 RM 408.50Total for 1 RM 40.85

Sundries for 1 RM8.33 gram PVC adhesive 36.30 100 gram. 3.021.66 Set PVC clamps, TW plugs and screws 9.20 Set 15.27

Total for 1 RM 18.30

Main DataFor laying PVC pipe line of dia 15mm 20mm 25mm Cost of PVC pipe per RM 14.40 21.30 36.30Labour Charges 40.85 40.85 40.85Sundries 18.30 18.30 18.30

Total per 1 RM 73.55 80.45 95.45or say 73.55 80.45 95.45

B For laying PVC pipes of dia 32mm & 40mm

Sub-DataLabour for 10 RM

0.45 Nos. Stone Cutter I Class 280.00 Each 126.000.70 Nos. Plumber I Class 316.00 Each 221.200.15 Nos. Plumber II Class 293.00 Each 43.950.60 Nos. Mazdoor I Class 228.00 Each 136.800.45 Nos. Mazdoor II Class 206.00 Each 92.70

Total for 10 RM 620.65Total for 1 RM 62.07

Sundries for 1 RM10.00 gram PVC adhesive 36.30 100 gram. 3.631.00 Set PVC clamps, TW plugs and screws 9.20 Set 9.20

Total for 1 RM 12.83

Main DataFor laying PVC pipe line of dia 32mm 40mm Cost of PVC pipe per RM 54.20 84.80Labour Charges 62.07 62.07Sundries 12.83 12.83

Total per 1 RM 129.10 159.70or say 129.10 159.70

C For laying PVC pipes of dia 50mm

81

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Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

Sub-DataLabour for 10 RM

0.60 Nos. Stone Cutter I Class 280.00 Each 168.000.90 Nos. Plumber I Class 316.00 Each 284.400.20 Nos. Plumber II Class 293.00 Each 58.600.75 Nos. Mazdoor I Class 228.00 Each 171.000.60 Nos. Mazdoor II Class 206.00 Each 123.60

Total for 10 RM 805.60Total for 1 RM 80.56

Sundries for 1 RM15.00 gram PVC adhesive 36.30 100 gram. 5.451.00 Set PVC clamps, TW plugs and screws 9.20 Set 9.20

Total for 1 RM 14.65

Main DataFor laying PVC pipe line of dia 50mm Cost of PVC pipe per RM 127.00Labour Charges 80.56Sundries 14.65

Total per 1 RM 222.21or say 222.25

External Water Supply Arrangements

using PVC pipes and PVC specials

105

I Above Ground LevelA For laying PVC pipes of dia 15mm, 20mm

and 25mm

Sub-DataLabour for 10 RM

0.35 Nos. Stone Cutter I Class 280.00 Each 98.000.55 Nos. Plumber I Class 316.00 Each 173.800.10 Nos. Plumber II Class 293.00 Each 29.300.45 Nos. Mazdoor I Class 228.00 Each 102.600.35 Nos. Mazdoor II Class 206.00 Each 72.10

Total for 10 RM 475.80Total for 1 RM 47.58

Supplying, laying and jointing PVC pipes (having working

pressure 10 kg. / sq.cm) of approved quality and best variety

conforming to BIS of the following dia including cutting, threading

and fixing PVC specials using PVC adhesives (but excluding cost

of such specials) and fixing into wall with teak wood plugs, PVC

clamps and screws making holes on the wall (or) drilling holes in

the roof and making good the dismantled portion to original

condition with necessary brick work / cement concrete and

plastering neatly wherever necessary with necessary scaffolding

charges upto 4 metre height above ground level, etc., complete

82

Page 262: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

Sundries for 1 RM8.33 gram PVC adhesive 36.30 100 gram. 3.021.11 Set PVC clamps, TW plugs and screws 9.20 Set 10.21

Total for 1 RM 13.24

Main DataFor laying PVC pipe line of dia 15mm 20mm 25mm Cost of PVC pipe per RM 14.40 21.30 36.30Labour Charges 47.58 47.58 47.58Sundries 13.24 13.24 13.24

Total per 1 RM 75.22 82.12 97.12or say 75.25 82.15 97.15

B For laying PVC pipes of dia 32mm & 40mmSub-DataLabour for 10 RM

0.55 Nos. Stone Cutter I Class 280.00 Each 154.000.80 Nos. Plumber I Class 316.00 Each 252.800.15 Nos. Plumber II Class 293.00 Each 43.950.65 Nos. Mazdoor I Class 228.00 Each 148.200.55 Nos. Mazdoor II Class 206.00 Each 113.30

Total for 10 RM 712.25Total for 1 RM 71.23

Sundries for 1 RM10.00 gram PVC adhesive 36.30 100 gram. 3.631.00 Set PVC clamps, TW plugs and screws 9.20 Set 9.20

Total for 1 RM 12.83

Main DataFor laying PVC pipe line of dia 32mm 40mm Cost of PVC pipe per RM 54.20 84.80Labour Charges 71.23 71.23Sundries 12.83 12.83

Total per 1 RM 138.26 168.86or say 138.30 168.90

C For laying PVC pipes of dia 50mm

Sub-DataLabour for 10 RM

0.70 Nos. Stone Cutter I Class 280.00 Each 196.001.05 Nos. Plumber I Class 316.00 Each 331.800.20 Nos. Plumber II Class 293.00 Each 58.600.85 Nos. Mazdoor I Class 228.00 Each 193.800.70 Nos. Mazdoor II Class 206.00 Each 144.20

Total for 10 RM 924.40Total for 1 RM 92.44

Sundries for 1 RM15.00 gram PVC adhesive 36.30 100 gram. 5.451.50 Set PVC clamps, TW plugs and screws 9.20 Set 13.80

Total for 1 RM 19.25

83

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Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

Main DataFor laying PVC pipe line of dia 50mm Cost of PVC pipe per RM 127.00Labour Charges 92.44Sundries 19.25

Total per 1 RM 238.69or say 238.70

II Below Ground LevelA For laying PVC pipes of dia 15mm, 20mm

and 25mm

Sub-DataLabour for 10 RM

0.55 Nos. Plumber I Class 316.00 Each 173.800.45 Nos. Mazdoor I Class 228.00 Each 102.600.35 Nos. Mazdoor II Class 206.00 Each 72.10

Total for 10 RM 348.50Total for 1 RM 34.85

Sundries for 1 RM8.33 gram PVC adhesive 36.30 100 gram. 3.02

Total for 1 RM 3.02Main DataFor laying PVC pipe line of dia 15mm 20mm 25mm Cost of PVC pipe per RM 14.40 21.30 36.30Labour Charges 34.85 34.85 34.85Sundries 3.02 3.02 3.02

Total per 1 RM 52.27 59.17 74.17or say 52.30 59.20 74.20

B For laying PVC pipes of dia 32mm & 40mm

Sub-DataLabour for 10 RM

0.80 Nos. Plumber I Class 316.00 Each 252.800.65 Nos. Mazdoor I Class 228.00 Each 148.200.55 Nos. Mazdoor II Class 206.00 Each 113.30

Total for 10 RM 514.30Total for 1 RM 51.43

Sundries for 1 RM10.00 gram PVC adhesive 36.30 100 gram. 3.63

Total for 1 RM 3.63

Main DataFor laying PVC pipe line of dia 32mm 40mm Cost of PVC pipe per RM 54.20 84.80Labour Charges 51.43 51.43Sundries 3.63 3.63

84

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Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

Total per 1 RM 109.26 139.86or say 109.30 139.90

C For laying PVC pipes of dia 50mm

Sub-DataLabour for 10 RM

1.05 Nos. Plumber I Class 316.00 Each 331.800.85 Nos. Mazdoor I Class 228.00 Each 193.800.70 Nos. Mazdoor II Class 206.00 Each 144.20

Total for 10 RM 669.80Total for 1 RM 66.98

Sundries for 1 RM15.00 gram PVC adhesive 36.30 100 gram. 5.45

Total for 1 RM 5.45

Main DataFor laying PVC pipe line of dia 50mm Cost of PVC pipe per RM 127.00Labour Charges 66.98Sundries 5.45

Total per 1 RM 199.43or say 199.45

106

Note:

A Couplera 1.00 No. 15 mm Dia 3.60 Each 3.60b 1.00 No. 20 mm Dia 4.15 Each 4.15c 1.00 No. 25 mm Dia 4.80 Each 4.80d 1.00 No. 32 mm Dia 6.05 Each 6.05e 1.00 No. 40 mm Dia 9.00 Each 9.00f 1.00 No. 50 mm Dia 12.10 Each 12.10

B Elbow a 1.00 No. 15 mm Dia 5.35 Each 5.35b 1.00 No. 20 mm Dia 6.05 Each 6.05c 1.00 No. 25 mm Dia 8.45 Each 8.45d 1.00 No. 32 mm Dia 12.10 Each 12.10e 1.00 No. 40 mm Dia 16.90 Each 16.90f 1.00 No. 50 mm Dia 24.20 Each 24.20

C BENDa 1.00 No. 15 mm Dia 6.05 Each 6.05b 1.00 No. 20 mm Dia 7.25 Each 7.25c 1.00 No. 25 mm Dia 9.65 Each 9.65d 1.00 No. 32 mm Dia 14.40 Each 14.40e 1.00 No. 40 mm Dia 19.35 Each 19.35

Since the labour for cutting, threading / pasting, sundries have

already been included under pipe line item of works, no separate

provision for fixing PVC specials needs to be allowed

Supplying PVC Specials (with working pressure 10 kg. / sq.cm.) in

water supply arrangements (both in internal and external water

supply arrangements

85

Page 265: Schedule of rates for construction works

Sl.

No.Qty. Unit Description

Rate in

rupeesPer

Amount

in rupees

f 1.00 No. 50 mm Dia 30.25 Each 30.25

D Teea 1.00 No. 15 mm Dia 7.25 Each 7.25b 1.00 No. 20 mm Dia 8.45 Each 8.45c 1.00 No. 25 mm Dia 12.10 Each 12.10d 1.00 No. 32 mm Dia 14.50 Each 14.50e 1.00 No. 40 mm Dia 24.20 Each 24.20f 1.00 No. 50 mm Dia 36.30 Each 36.30

E End Capa 1.00 No. 15 mm Dia 3.60 Each 3.60b 1.00 No. 20 mm Dia 4.80 Each 4.80c 1.00 No. 25 mm Dia 6.05 Each 6.05d 1.00 No. 32 mm Dia 7.25 Each 7.25e 1.00 No. 40 mm Dia 11.40 Each 11.40f 1.00 No. 50 mm Dia 15.70 Each 15.70

F Reducera 1.00 No. 20 mm x 15 mm 4.80 Each 4.80b 1.00 No. 25 mm x 20 mm 5.35 Each 5.35c 1.00 No. 32 mm x 25 mm 8.45 Each 8.45d 1.00 No. 40 mm x 32 mm 11.40 Each 11.40e 1.00 No. 50 mm x 40 mm 19.35 Each 19.35G Reducer Tee a 1.00 No. 20 mm x 15 mm 7.25 Each 7.25b 1.00 No. 25 mm x 20 mm 8.45 Each 8.45c 1.00 No. 32 mm x 25 mm 12.10 Each 12.10d 1.00 No. 40 mm x 32 mm 14.50 Each 14.50e 1.00 No. 50 mm x 40 mm 24.20 Each 24.20

H Reducer Elbowa 1.00 No. 20 mm x 15 mm 6.05 Each 6.05b 1.00 No. 25 mm x 20 mm 7.25 Each 7.25c 1.00 No. 32 mm x 25 mm 9.65 Each 9.65d 1.00 No. 40 mm x 32 mm 12.10 Each 12.10e 1.00 No. 50 mm x 40 mm 18.15 Each 18.15

J Jet Nipple a 1.00 No. 25 mm Dia 15.70 Each 15.70b 1.00 No. 32 mm Dia 20.55 Each 20.55

86

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Sl.

No.Quantity Description

TNSS No.

or NBC

No.

Rate in

rupees

Unit in

Figures

and in

words

1 2 Earth work excavation for foundation in all

soils and sub-soils and to full depth as may

be directed except in rock requiring blasting

inclusive of shoring shuttering, bailing out

water wherever necessary and depositing the

surplus earth within the compound in places

shown by the departmental officers with an

initial lead of 10 mts and initial lift of 2 mts.

and clearing and levelling the site, etc.,

complete complying with standard

specification.

23 & 24

V, VI

S2

88.48 1 cu.m

(One cubic

metre)

2 2 Earth work open excavation in all soils and

sub-soils and to full depth as may be

directed except in rock requiring blasting

inclusive of shoring shuttering, bailing out

water wherever necessary and depositing the

excavated earth with a lead of 10 mts. within

the compound in places shown by the

departmental officers and clearing and

levelling the site, etc., complete complying

with standard specification.

23 & 24

V, VI

S2

41.79 1 cu.m

(One cubic

metre)

3 2 Supplying and filling in foundation,

basement, etc with filling sand in layers of

not more than 15 cm thick well watered,

rammed and consolidated etc. complete

complying with standard specification and as

directed by the departmental officers.

24 & 25

V, VI

S2

303.40 1 cu.m

(One cubic

metre)

4 2 Refilling with excavated earth other than

sand with an initial head load of 100 mts.

and depositing the earth as shown by the

departmental officers in layers of not more

than 15 cm thick well rammed, watered and

consolidated etc. complete complying with

standard specification

24 & 25

V, VI

S2

14.70 1 cu.m

(One cubic

metre)

5 2 Cement Concrete 1:5:10 (One Cement, Five

sand and Ten hard broken stone jelly) using

40 mm gauge hard broken granite stone jelly

for foundation including dewatering

wherever necessary and laid in layers of not

more than 15 cm thick well rammed,

consolidated and curing etc. complete

complying with standard specification

28

V, VI S2

(SS.A)

VII

2325.65 1 cu.m

(One cubic

metre)

6 Brick work in following Cement Mortar using

best quality of country bricks of size 8-3/4" x

4-1/4" x 2-3/4" for foundation and basement

including curing, etc., complete complying

with standard specifiction.

31 &

similar to

31C V, VI

(S5) VII

ABSTRACT ESTIMATE

87

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6 Brick work in following Cement Mortar using

best quality of country bricks of size 8-3/4" x

4-1/4" x 2-1/4" for foundation and basement

including curing, etc., complete complying

with standard specifiction.

31 &

similar to

31C V, VI

(S5) VII

A 2 In Cement Mortar 1:6 (one cement and six

sand)

3689.80 1 cu.m

(One cubic

metre)

B 2 In Cement Mortar 1:5 (one cement and five

sand)

3763.75 1 cu.m

(One cubic

metre)

7 Brick work in following Cement Mortar using

best quality II class table moulded chamber

burnt bricks of size 9" x 4-1/2" x 3" for

foundation and basement including curing,

etc., complete complying with standard

specifiction.

A 2 In Cement Mortar 1:6 (one cement and six

sand)

3781.25 1 cu.m

(One cubic

metre)

B 2 In Cement Mortar 1:5 (one cement and five

sand)

3839.35 1 cu.m

(One cubic

metre)

8 Brick work in following Cement Mortar using

best quality II class table moulded chamber

burnt bricks of size 9" x 4-3/8" x 2-3/4" for

foundation and basement including curing,

etc., complete complying with standard

specifiction.

A 2 In Cement Mortar 1:6 (one cement and six

sand)

4017.65 1 cu.m

(One cubic

metre)

B 2 In Cement Mortar 1:5 (one cement and five

sand)

4083.65 1 cu.m

(One cubic

metre)

9 2 Damp proof course with Cement Mortar 1:4

(One Cement and Four sand) 12mm thick

mixed with best approved quality water

proofing compound conforming to Indian

Standard specification as specified by the

departmental officers at 2% by weight of

cement used and finishing, curing etc.

complete complying with standard

specification.

S38 (S6)

& V, VI

110.70 1 sq.m.

(One

square

metre)

88

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words

10 2 Supplying and erecting steel centering

including necessary supports for plane

surfaces for Reinforced Cement Concrete

works such as column footings, column

pedestals, plinth beams, grade beams,

staircase steps, etc. which require only

nominal strutting using mild steel sheets of

size 90cm x 60cm and 10 BG stiffened with

welded mild steel angles of size 25mm x

25mm x 3 mm for boarding, laid over silver

oak joists of size 10cm x 6.5cm spaced at

about 75cm centre to centre or at suitable

intervals etc. complete in all floors complying

with standard specifcation. (Payment for

centering shall be given after the concrete is

laid)

30(S) 86

86 A V,

VI (S3)

VII

357.05 1 sq.m.

(One

square

metre)

11 Supplying and erecting centering for sides

and soffits including necessary supports and

strutting upto 3.29 M height for plane

surfaces as detailed below in all floors with

all cross bracings using Mild Steel sheets of

size 90 x 60 cm and 10 BG stiffened with

welded Mild Steel angle of size 25mm x

25mm x 3 mm for boarding laid over silver

oak joists of size 10cm x 6.50 cm spaced at

abote 90 cm centre to centre and supported

by casurina props of 10cm to 13 cm dia

spaced at not more than 75 cm centre to

centre etc. complete complying with the

standard specificaiton. (Payment for

centering shall be given after the concrete is

laid)

30(S) 86

86 A V,

VI (S3)

VII

a 2 For plane surfaces such as RCC floor slab,

roof slab, beams, lintels, bed blocks, landing

slab, waist slab, portico slabs and beams,

etc.

417.00 1 sq.m.

(One

square

metre)

b 2 For plane surfaces such as vertical slab, side

slabs of boxing, vertical drops, facia, vertical

wall, etc.

0.00 1 sq.m.

(One

square

metre)

c 2 For plane surfaces such as rectangular or

square RCC columns, sunshades, top and

bottom slab of RCC boxing, etc.

0.00 1 sq.m.

(One

square

metre)

d 2 For circular columns 0.00 1 sq.m.

(One

square

metre)

89

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e 2 Centering for curved surfaces of all RCC

items of work

0.00 1 sq.m.

(One

square

metre)

12 2 Providing additional strutting to centering of

RCC slabs of plain surface for every

additional 1.0 metre height or part thereof

but not less than 30 cm, over the initial 3.00

metre height from floor level using casurina

props of 10cm to 13cm dia including cross

bracing etc., complete complying with

standard specification and as directed by the

department officers.

20.00 1 sq.m.

(One

square

metre)

13 Cement Concrete 1:2:4 (One Cement, Two

sand and Four hard broken stone jelly) using

20 mm gauge hard broken granite stone jelly

for all RCC items of works excluding cost of

reinforcement grill and fabricating charges,

centering and shuttering but including laying,

vibrating with mechanical vibrators,

finishing, curing, etc. and providing fixtures

like fan clamps in the RCC floor / roof slabs

wherever necessary and bearing surfaces of

walls, beams etc. shall be finished smooth

with Cement Mortar 1:3 (One Cement and

Three Sand) and kraft paper laid over it

without claiming extra, etc., complete

complying with standard specification and as

directed by the departmental officers

30

V, VI

(S5)

VII & 13

a 2 In foundation and basement 4240.35 1 cu.m.

(One cubic

metre)

b 2 In Ground floor 4285.00 1 cu.m.

(One cubic

metre)

c 2 In First floor 4374.00 1 cu.m.

(One cubic

metre)

d 2 In Second Floor 4463.00 1 cu.m.

(One cubic

metre)

e 2 In Third floor 4552.00 1 cu.m.

(One cubic

metre)

f 2 In Fourth floor 4641.00 1 cu.m.

(One cubic

metre)

90

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g 2 In Fifth floor 4730.00 1 cu.m.

(One cubic

metre)

14 Cement Concrete 1:1-1/2:3 (One Cement,

One and a half sand and Three hard broken

stone jelly) using 20 mm gauge hard broken

granite stone jelly for all RCC items of works

excluding cost of reinforcement grill and

fabricating charges centering and shuttering

but including laying, vibrating with

mechanical vibrators, finishing, curing, etc.

and providing fixtures like fan clamps in the

RCC floor / roof slabs wherever necessary

and bearing surfaces of walls, beams etc.

shall be finished smooth with Cement Mortar

1:3 (One Cement and Three Sand) and kraft

paper laid over it without claiming extra,

etc., complete complying with standard

specification and as directed by the

departmental officers

30

a 2 In foundation and basement 4832.69 1 cu.m.

(One cubic

metre)

b 2 In Ground floor 4877.34 1 cu.m.

(One cubic

metre)

c 2 In First floor 4966.34 1 cu.m.

(One cubic

metre)

d 2 In Second Floor 5055.34 1 cu.m.

(One cubic

metre)

e 2 In Third floor 5144.34 1 cu.m.

(One cubic

metre)

f 2 In Fourth floor 5233.34 1 cu.m.

(One cubic

metre)

g 2 In Fifth floor 5322.34 1 cu.m.

(One cubic

metre)

91

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words

15 2 Supplying, fabricating and placing in position

Mild Steel / Ribbed Tor Steel grills for all RCC

works as per design given including cost of

steel and G.I. binding wire in all floors etc.

complete complying with standard

specification. (Contractor has to make his

own arrangements for the supply of steel

and binding wire)

SS 86 &

86 A V,

VI (S3)

(S6) VII

5954.00 1 Qtl.

(One

quintal)

16 2 Plain Cement Concrete 1:2:4 (one cement,

two sand and four hard broken stone jelly)

using 20mm jelly for wearing coat including

laying, compacting, finishing and curing,

etc., complete as per standard specificatins

and as directed by the departmental officers.

30 3657.65 1 cu.m.

(One cubic

metre)

17 2 Cement Concrete 1:5:10 (One cement, Five

sand and Ten hard broken stone) using 40

mm gauge hard broken jelly for flooring

including laying, consolidating, finishing,

rendering the top surface rough to receive

the floor, curing, etc. complete complying

with standard specification. (The rate is

inclusive of necessary planking for panelling

wherever necessary and as directed by the

departmental officers

30 V, VI

(S5) VII

& 13

2325.65 1 cu.m.

(One cubic

metre)

18 Brick partition walls of 10.80cm thickness

using best quality country bricks of size 8-

3/4" x 4-1/4" x 2-1/4" in Cement Mortar 1:3

(One Cement and Three Sand) using hoop

iron reinforcement if found necessary

including curing etc. complete and as

directed by the departmental officers. (Hoop

iron reinforcement will be measured and paid

for separately)

31 &

similar to

31C V, VI

(S5) VII

a 2 In Foundation and basement 401.75 1 sq.m.

(One

square

metre)

b 2 In Ground Floor 406.55 1 sq.m.

(One

square

metre)

c 2 In First Floor 416.20 1 sq.m.

(One

square

metre)

d 2 In Second Floor 425.80 1 sq.m.

(One

square

metre)

92

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e 2 In Third Floor 435.40 1 sq.m.

(One

square

metre)

f 2 In Fourth Floor 445.00 1 sq.m.

(One

square

metre)

19 Brick partition walls of 11.50cm thickness

using best quality II class table moulded

chamber burnt bricks of size 9" x 4-1/2" x 3"

in Cement Mortar 1:3 (One Cement and

Three Sand) using hoop iron reinforcement if

found necessary including curing etc.

complete and as directed by the

departmental officers. (Hoop iron

reinforcement will be measured and paid for

separately)

31 &

similar to

31C V, VI

(S5) VII

a 2 In Foundation and basement 504.55 1 sq.m.

(One

square

metre)

b 2 In Ground Floor 509.70 1 sq.m.

(One

square

metre)

c 2 In First Floor 519.95 1 sq.m.

(One

square

metre)

d 2 In Second Floor 530.15 1 sq.m.

(One

square

metre)

e 2 In Third Floor 540.40 1 sq.m.

(One

square

metre)

20 Brick partition walls of 11.50cm thickness

using best quality II class table moulded

chamber burnt bricks of size 9" x 4-3/8" x 2-

3/4" in Cement Mortar 1:3 (One Cement and

Three Sand) using hoop iron reinforcement if

found necessary including curing etc.

complete and as directed by the

departmental officers. (Hoop iron

reinforcement will be measured and paid for

separately)

31 &

similar to

31C V, VI

(S5) VII

93

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a 2 In Foundation and basement 536.30 1 sq.m.

(One

square

metre)

b 2 In Ground Floor 541.45 1 sq.m.

(One

square

metre)

c 2 In First Floor 551.70 1 sq.m.

(One

square

metre)

d 2 In Second Floor 551.70 1 sq.m.

(One

square

metre)

e 2 In Third Floor 572.15 1 sq.m.

(One

square

metre)

21 Cement Concrete 1:3:6 (One Cement, Three

sand and Six broken stone jelly) using 40mm

size hard broken stone jelly for dummy

columns, excluding cost of centering

shuttering reinforcement grills and

fabrication charges but including curing etc.

complete. (Reinforced Cement Concrete

1:2:4 for slab to be extended upto top of

splashing with pressed tiles and future

extension rods to be embedded in CC 1:3:6

(One Cement, Three Sand and Six hard

broken stone jelly). Dummy columns should

be at least 1 metre height)

28 V, VI

(S2)

(S5A) VII

1 cu.m.

(One cubic

metre)

a 2 In Ground Floor 2845.46 1 sq.m.

(One

square

metre)

b 2 In First Floor 2934.46 1 sq.m.

(One

square

metre)

c 2 In Second Floor 3023.46 1 sq.m.

(One

square

metre)

d 2 In Third Floor 3112.46 1 sq.m.

(One

square

metre)

94

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e 2 In Fourth Floor 3201.46 1 sq.m.

(One

square

metre)

22 Providing granolithic floor finish of the

following thickness with plain cement

concrete 1:2:4 (One Cement, Two sand and

Four aggregate) using 10 to 12mm gauge

hard broken stone jelly including laying,

finishing and the top rubbed smooth with

power trawl, thread lining, curing etc.

complete complying with standard

specification and as directed by the

departmental officers. (The rate is inclusive

of necessary planking for panelling wherever

necessary and as directed by the

departmental officers)

28 & 39

H

a 2 20mm thick 73.00 1 sq.m.

(One

square

metre)

b 2 25mm thick 91.25 1 sq.m.

(One

square

metre)

c 2 40mm thick 146.00 1 sq.m.

(One

square

metre)

23 Flooring with Snow White Marble Slab

(Adanga) 18mm to 20mm thick and above

free from all defects in all floors over a base

layer of CM 1:3, 20mm thick. The marble

slab shall be laid over the cement mortar by

applying white cement slurry in between

base mortar and marble slab and pointed

with white cement neatly including polishing

with polishing stone and oxalic acid etc. so

as to perfectly smooth and glossy and

including hire charges for polishing machine

and power consumption charges etc. The

marble slabs and other materials to be used

shall be got approved by the Executive

Engineer concerned before use on work, etc.,

complete.

a 2 Using Marble Slabs of size 4'0'' x 2'0'' and

above

1640.00 1 sq.m.

(One

square

metre)

95

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b 2 Using Marble Slabs of size 2'0'' x 2.0" and

below

1216.00 1 sq.m.

(One

square

metre)

24 Paving the floor with best approved quality

fine polished Kota stone slabs of size 600 x

600 of 18 / 20mm with machine cut edges

and matching marble slab not less than

100mm width other than Adanga Marbles as

border laid over a cement mortar bed of

20mm thick using cement mortar 1:3 (One

cement and three sand) fixing the slabs in

true right angles with minimum possible

width of joints and pointing the joints with

white cement mixed with mathcing colouring

pigments and polishing with floor polisher to

a high degree of finish etc., The kota stone

slabs and other materials to be used shall be

got approved by the Executive Engineer

concerned before use on work, etc.,

complete as per standard speicification.

A 2 Using Fine polished Kota Stone Slab above

600 x 600 of 18 / 20mm size

869.90 1 sq.m.

(One

square

metre)

B 2 Using Fine polished Kota Stone Slab below

600 x 600 of 18 / 20mm size

803.90 1 sq.m.

(One

square

metre)

25 2 Paving the floor with kota stone slab of size

600 x 600 of 18 / 20mm (un-polished) in all

floors laid in of cement mortor 1:3 (one

cement three sand), 20mm thick and pointed

with colour cement neatly including polishing

with polishing stone and oxalic acid etc., so

as to perfectly smooth and glossy and

including hire charges for polishing machine

and power consumption charges etc. The

kota stone slabs and other materials to be

used shall be got approved by the Executive

Engineer concerned before use on work, etc.,

complete as per standard speicification.

780.40 1 sq.m.

(One

square

metre)

96

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Unit in

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words

26 2 Paving the floor with best approved quality

fine polished Granite Stone Slabs of size

1200 x 600 of 18 / 20mm thick of Synthetic

Grey, Paradise and similar varieties with

machine cut edges laid over a cement mortar

bed of 20mm thick using cement mortar 1:3

(One cement and three sand) fixing the slabs

with required cement slurry and laid in true

right angles with minimum possible width of

joints and pointing the joints with white

cement mixed with mathcing colouring

pigments etc., The granite stone slabs and

other materials to be used shall be got

approved by the Executive Engineer

concerned before use on work, etc.,

complete as per standard speicification.

1683.80 1 sq.m.

(One

square

metre)

27 2 Paving the floor with fine polished cuddapah

stone slab of 38 / 40mm thick laid over

Cement Mortar 1:3 (One Cement and Three

Sand) 20mm thick over the existing bed of

Cement Concrete 1:5:10, (One Cement, Five

Sand and Ten aggregate) and pointing the

joints to full depth of slabs with same mortar

mixed with black oxide and the top surface

rendered smooth, curing, etc., The cuddapah

stone slabs and other materials to be used

shall be got approved by the Executive

Engineer concerned before use on work, etc.,

complete complying with standard

specification.

46 H &

28

679.70 1 sq.m.

(One

square

metre)

28 2 Paving the floor with best quality Morbonite

Tiles of size 600 x 600 x 8mm of approved

colour, shade and quality laid in cement

mortar 1:3 (one cement and three sand)

20mm thick in all floors and the top pointed

with the white cement mixed same colour

pigments etc., complete complying with

standard specification. (The make and brand

of the tiles should be got approved by

Executive Engineer before use on works)

1197.20 1 sq.m.

(One

square

metre)

97

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Unit in

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29 Flooring with following ceramic tiles of size

305 x 305 x 6 mm laid over 20 mm thick

cement mortar 1:3 (One Cement and Three

Sand) base mortar over the existing slab /

floor including cutting the tiles to the

required size with special cutter wherever

necessary, laying in position and pointing

with white cement mixed with colouring

pigment at the rate of 0.3 Kg. / sq.m. etc.,

complete complying with standard

specification. (The make and brand of the

tiles should be got approved by Executive

Engineer before use on works)

39 A

a 2 Self Designed Colour Ceramic Tiles 753.20 1 sq.m.

(One

square

metre)

b 2 Plain Ceramic Tiles 596.60 1 sq.m.

(One

square

metre)

30 2 Paving the floor with pre-polished concrete

anti-skid tiles (Required shape and design) of

20mm thick of approved quality and colour

laid in Cement Mortar 1:3 (One Cement and

Three sand) 20mm thick and pointed with

white cement mixed with colouring pigment

at the rate of 0.40 Kg. / sq.m., curing, etc.,

complete complying with standard

specification and as directed by the

departmental officers. (The make and brand

of the tiles should be got approved by

Executive Engineer before use on works)

39 A 814.60 1 sq.m.

(One

square

metre)

31 2 Paving the floor with pre-polished concrete

anti-skid step tiles (Required shape and

design) of 20mm thick of approved quality

and colour laid in Cement Mortar 1:3 (One

Cement and Three sand) 20mm thick and

pointed with white cement mixed with

colouring pigment at the rate of 0.40 Kg. /

sq.m., curing, etc., complete complying with

standard specification and as directed by the

departmental officers. (The make and brand

of the tiles should be got approved by

Executive Engineer before use on works)

39 A 861.60 1 sq.m.

(One

square

metre)

98

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32 Dadooing walls with following best approved

quality, white / colour glazed tiles of

following sizes set in Cement Mortar 1:2

(One Cement and Two sand) 10mm thick

and pointing the joints with white cement

mixed with colouring pigments at the rate of

0.40 Kg. / sq.m. neatly in all floors, curing,

etc., complying with standard specification

and as directed by the departmental officers.

39 A

1a 2 Dadooing with white glazed tiles of size

150mm x 150mm x 6mm

735.60 1 sq.m.

(One

square

metre)

1b 2 Dadooing with plain colour glazed tiles of size

150mm x 150mm x 6mm

791.00 1 sq.m.

(One

square

metre)

1c 2 Dadooing with printed design colour glazed

tiles of size 150mm x 150mm x 6mm

869.80 1 sq.m.

(One

square

metre)

1d 2 Dadooing with granite tiles of synthetic grey,

paradise, and similar varieties of suitable

sizes

1082.80 1 sq.m.

(One

square

metre)

2a 2 Dadooing with printed design colour glazed

tiles of size 300mm x 200mm x 6mm

874.70 1 sq.m.

(One

square

metre)

33 Weathering course in brick jelly lime

concrete using broken brick jelly of size

20mm uniform gauge in pure slaked lime (no

sand to be used) to the proportion of brick

jelly to lime being 32:12.5 by volume and

laid over the RCC roof slab in a single layer

of required slope and finished by beating the

concrete with wooden beaters of approved

pattern, keeping the surface constantly wet

by sprinkling lime jaggery water, etc.,

complete as per standard specification and

as directed by the deparmental officers.

51 (10-

1) V, VI

(S5) VII,

3

a 2 In Ground Floor 2010.15 1 cu.m.

(One cubic

metre)

99

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b 2 In First Floor 2099.15 1 cu.m.

(One cubic

metre)

c 2 In Second Floor 2188.15 1 cu.m.

(One cubic

metre)

d 2 In Third Floor 2277.15 1 cu.m.

(One cubic

metre)

e 2 In Fourth Floor 2366.15 1 cu.m.

(One cubic

metre)

f 2 In Fifth Floor 2455.15 1 cu.m.

(One cubic

metre)

34 2 Finishing the top of roof with one course of

machine pressed tiles of size 230mm x

230mm x 20mm of approved quality set in

Cement Mortar 1:3 (One Cement and Three

Sand) 12mm thick mixed with water proofing

compound conforming to ISS at 2% by

weight of cement used and the joints pointed

neatly to full depth of tiles with the same

cement mortar mixed with red oxide and

water proofing compound including curing

etc., complete complying with standard

specification and as directed by the

departmental officers

44 H V,

VI (S5A)

VII, 3

577.10 1 sq.m.

(One

square

metre)

35 2 Finishing the top of slopped roof, sun-shade

with Machine Pressed Ornamental Tiles of

approved quality laid in cement mortar 1:3

20mm thick mixed with WPC at 2% by

weight of cement used and top pointed with

the same red oxide mixed mortar etc

complete, complying with standard

specifications

948.40 1 sq.m.

(One

square

metre)

36 Supplying and fixing fine polished cuddapah

slab of following thickness for cup-board

arrangements including laying to correct

alignment with necessary cement mortar and

black powder etc, complete complying with

standard specification and as direct.

a 2 20 / 30mm thick 358.65 1 sq.m.

(One

square

metre)

100

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words

b 2 38 / 40mm thick 384.65 1 sq.m.

(One

square

metre)

37 Supplying and fixing in position best

approved of BIS quality PVC rain water down

fall pipes having a pressure of 4 kg. / sq.cm

including cost of necessry PVC shoe, PVC

bend, cast iron gratings of required diameter

and special clamps, brass screws, nails, etc.,

and fixing of cast iron gratings at junction of

parapet and the RCC roof slab including

finishing neatly etc., complete. The rate shall

be inclusive of cast of removable cast iron

grating. The PVC pipe shall be fixed in wall

with special type of "U" clamp at the centre

of the pipe line in addition to those for more

than 3.0 metre pipe length, etc., complete

complying with standard specification.

107 V, VI

(S1) VII

a 2 160 mm dia (In building with ground floor

only)

#REF! 1 RM.

(One

running

metre)

b 2 110 mm dia (In building with ground floor

only)

#REF! 1 RM.

(One

running

metre)

38 2 Supplying and fixing teak wood hand rails

with an over all finsihed size of 50 x 150mm

with architectural designs as directed and

fixing in position etc., including polishing two

coats with french (LAC) polish over a coat of

bee's waxing complying with standard

specification etc., complete. The wooden

hand rails shall have 12mm groove on both

faces at 50mm from top polished and the

groove should be painted with black paint.

The bottom of hand rails should be grooved

to receive the MS flats 40 x 6mm welded

with square rods of balustrades

1155.95 1 RM.

(One

running

metre)

101

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39 2 Supplying and fixing in position steel

balustrades using 20mm square rods spaced

at 150mm centre to centre so that the two

balustrades in each step shall be placed

centrally and the top of balustrades

connected with the hand rails (cost of hand

rail shall be measured and paid separately)

by means of MS flats of size 40mm x 6mm in

the groove 40mm x 6mm provided at the

bottom of hand rail; the bottom of

balustrades shall be fixed on to the top of

step concrete. An additional MS flat of size

50mm x 6mm shall be provided at the centre

of balustrades connecting all square rods to

the entire length including cost of square

rods, flat and applying one coat of red oxide

primer to the iron surfaces, etc., complete

complying with standard specification and as

directed by the departmental officers.

2019.45 1 sq.m.

(One

square

metre)

40 2 Supplying and fixing 40mm dia GI pipe for

staircase hand rail including labour charges

for cutting, welding and fixing with MS flats

(excluding cost of flat), etc., as directed by

the departmental officers

186.73 1 RM.

(One

running

metre)

41 2 Supplying and fixing GI pipe handrails for

handicapped persons using 50mm dia GI

pipe double handrail at a height of 800mm

and 900mm from floor level with 25mm thick

MS square rods as balusters embedded in

the concrete and welded with pipe at 60cm

centre to centre as shown in CA Job No.

9123 / 1 including cutting, welding, bending

and fixing charges and applying one coat of

red oxide primer for MS members as directed

by the departmental officers

1223.05 1 sq.m.

(One

square

metre)

42 2 Plastering with Cement Mortar 1:5 (One

cement and Five sand), 12mm thick in all

floors including curing etc. complete

complying with standard specification and as

directed by the departmental officers.

61 V, VI

(S4) 3

100.85 1 sq.m.

(One

square

metre)

43 2 Plastering with Cement Mortar 1:5 (One

cement and Five sand), 20mm thick in all

floors including curing etc. complete

complying with standard specification and as

directed by the departmental officers.

61 V, VI

(S4) 3

199.40 1 sq.m.

(One

square

metre)

102

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44 2 Special ceiling plastering and finishing the

exposed surface of all RCC items of work

such as slabs, beams, sunshades, facia,

canopy slab, staircase waist slab, landing

slab etc., with Cement Mortar 1:3 (One

Cement and Three Sand) 10mm thick

including hacking the surfaces, providing

cement mortar nosing, beading for

sunshades, staircases, steps, landing slabs

and curing, etc., in all floors complying with

standard specification and as directed by the

departmental officers

56 & 57 117.45 1 sq.m.

(One

square

metre)

45 2 Plastering with Cement Mortar 1:3 (One

Cement and Three Sand) 12mm thick mixed

with water proofing compound conforming to

BIS at 2% by weight of cement used

including finsihing, curing, etc., complete in

all floors complying with standard

specification and as directed by the

departmental officers.

61 V, VI

(S4) 3

121.35 1 sq.m.

(One

square

metre)

46 2 Plastering the surface of walls with Cement

Mortar 1:3 (One cement and Three sand),

12mm thick in all floors including curing etc.,

complete complying with standard

specification and as directed by the

departmental officers.

115.65 1 sq.m.

(One

square

metre)

47 2 Plastering the surface of walls with Cement

Mortar 1:3 (One cement and Three sand),

20mm thick in all floors including curing etc.,

complete complying with standard

specification and as directed by the

departmental officers.

222.65 1 sq.m.

(One

square

metre)

48 2 Plastering with Cement Mortar 1:3 (One

Cement and Three Sand) 20mm thick mixed

with water proofing compound conforming to

BIS at 2% by weight of cement used

including finsihing, curing, etc., complete in

all floors complying with standard

specification and as directed by the

departmental officers.

231.55 1 sq.m.

(One

square

metre)

49 2 Stucco plastering 12mm thick using blue

granite chips of size 10mm and below over

the existing base plastering with cement

mortar 1:5, 12mm thick, etc., complete

complying with standard specifications (SI

314)

250.15 1 sq.m.

(One

square

metre)

103

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50 2 White washing one coat with freshly burnt

white shell lime in all floors including cost of

lime, blue powder, fevicol type gum,

brushes, scaffolding charges, etc., complete

complying with standard specification and as

directed by the departmental officers.

61 V, VI

(S4) 3

8.85 1 sq.m.

(One

square

metre)

51 2 White washing two coats with freshly burnt

white shell lime in all floors including cost of

lime, blue powder fevicol type gum, brushes,

scaffolding charges, etc., complete

complying with standard specification and as

directed.

61 V, VI

(S4) 3

12.85 1 sq.m.

(One

square

metre)

52 2 Colour washing two coats in all floors using

best freshly burnt white shell lime and best

quality of approved variety of colouring

pigment including cost of lime, colouring

pigments, fevicol type gum, brushes,

scaffolding charges etc., complete complying

with standard specification. Mineral colouring

pigments not affected by lime should only be

used (stainers and colour solutions should

not be used.)

61 V, VI

(S4) 3

19.28 1 sq.m.

(One

square

metre)

53 2 Supplying and painting the walls with two

coats of cement paint over one coat of

cement primer as instructed by the

departmental officers including preparation

of surface curing, etc., complete in all floors

complying with standard specifications (The

colour and shade of the cement paint shall

be got approved by the Executive Engineer

before use of work).

94.85 1 sq.m.

(One

square

metre)

54 2 Supplying and painting the walls with two

coats of cement paint as instructed by the

departmental officers including preparation

of surface curing, etc., complete in all floors

complying with standard specifications (The

colour and shade of the cement paint shall

be got approved by the Executive Engineer

before use of work).

63.50 1 sq.m.

(One

square

metre)

104

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55 2 Supplying and painting the walls with two

coats of oil bound distemper over one coat of

water based cement primer including cost for

distemper, primer, cleaning and scrapping

the walls, rendering the walls smooth with

necessary putty, brushes, scaffolding

arrangements, labour charges, etc., as per

standard specification. (The colour and

shade of the distemper shall be got approved

by the Executive Engineer before use of

work).

87.05 1 sq.m.

(One

square

metre)

56 2 Painting two coats of newly plastered wall

surface with ready mixed plastic emulsion

paint of first class quality and of approved

colour over a priming coat including

thorough scrapping, clean removal of dirt,

and including necessary plaster of paris

putty, wherever required etc., complete

complying with standard specification.

126.65 1 sq.m.

(One

square

metre)

57 2 Painting new wood work with two finishing

coats of synthetic enamel ready mixed paint

of approved quality and colour over one coat

priming coat in all floors including the cost of

primer etc., complete complying with

standard specification. (The make, quality

and colour of paint should be got approved

by the Executive Engineer before use on

works.)

61 V, VI

(S4) 3

143.95 1 sq.m.

(One

square

metre)

58 2 Painting new iron works such as steel doors,

windows, ventilators, window bars,

balustrades etc., with two coats of best

approved first quality and colour of synthetic

enamel paint over the existing red oxide

priming coat in all floors excluding cost of

priming coat etc., complete complying with

standard specification. (The make, quality

and colour of paint should be got approved

by the Executive Engineer before use on

works.)

61 V, VI

(S4) 3

86.65 1 sq.m.

(One

square

metre)

59 2 Painting new iron works such as steel doors,

windows, ventilators, window bars,

balustrades etc., with two coats of best

approved first quality and colour of synthetic

enamel paint over one coat of red oxide

priming coat in all floors including cost of

priming coat etc., complete complying with

standard specification. (The make, quality

and colour of paint should be got approved

by the Executive Engineer before use on

works.)

61 V, VI

(S4) 3

126.80 1 sq.m.

(One

square

metre)

105

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60 2 Polishing the teak wood door with two coats

of best French (Lac) polish with approved

quality and brand over a coat of bee's

waxing including preparing the wooden

surface to receive polishing, etc., complete

complying as per the standard specifications.

(The make, quality and colour of french

polish, bees vax should be got approved by

the Executive Engineer before use on

works.)

91.20 1 sq.m.

(One

square

metre)

61 2 Providing expansion joint in RCC floor slab

for 12.5mm width using polysulphide as

sealent on the top and bottom for a depth of

7.5mm each and packing the inner space

using compressible non-absorbent filler

materials including cost of labour for cutting

and fixing filler materials and laying

polysulphide sealent with necessary spatula

etc., complete complying with standard

specifications and as directed

420.90 1 RM.

(One

running

metre)

62 2 Providing expansion joint 12.5mm width in

RCC roof slabs between RCC twin beams

using PVC water bar of 150mm wide centre

bulb of 4mm to 6mm thickness of approved

quality and brand and including filling the

inner space with suitable non-absorbent

flexible and well compressible filler materials

of approved quality and covering the top

surface with GI sheet 30cm wide and 1.6mm

thick using phill plugs, GI screws, limpet cup

washers, bitumen washers, etc., complete

complying with standard specifications and

as directed

591.40 1 RM.

(One

running

metre)

63 2 Providing expansion joint of 12.5mm wide in

between RCC twin columns from top of

pedastal to full height including filling the

inner space with suitable non-absorbent,

flexible and well compressible filler materials

of approved quality and brand; finishing the

sides of RCC columns with polysulphide

sealents for a depth of 7.5mm on either side

covering the inner space filled with filler

materials as above etc., complete complying

with standard specifications and as directed.

439.90 1 sq.m.

(One

square

metre)

106

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64 Manufacturing, supplying and fixing Precast

Reinforced Cement Concrete slabs of

following thickness in RCC 1:2:4 (one

cement, two sand and four aggregates),

using following HBGS jelly excluding cost of

reinforcement steel in position but including

cost of moulding charges, casting of slab,

finishing, curing and fixing in position in all

floors etc., complete complying with

standard specification and as directed.

a 2 25mm thick precast slab using 10mm HBGS

jelly

145.70 1 sq.m.

(One

square

metre)

b 2 50mm thick precast slab using 20mm HBGS

jelly

299.80 1 sq.m.

(One

square

metre)

65 2 Manufacturing, supplying and fixing in

position plain cement concrete precast

pavement slab of size 450mm x 450mm of

50mm thick in Cement Concrete 1:2:4 (One

cement, Two sand and Four jelly) using

20mm HBG stone jelly including cost of

moulding charges, casting of slab, finishing,

curing, fixing and pointing the slab with CM

1:3 (One Cement and Three Sand) to full

depth of slab etc., complete complying with

standard specification and as directed

392.75 1 sq.m.

(One

square

metre)

66 2 Manufacturing, supplying and fixing in

position plain cement concrete precast kerb

slab of size 600mm x 600mm x 100mm in

Cement Concrete 1:2:4 (One cement, Two

sand and Four jelly) using 20mm HBG stone

jelly including cost of moulding charges,

casting of slab, finishing, curing, fixing and

pointing the slab with CM 1:3 (One Cement

and Three Sand) to full depth of slab etc.,

complete complying with standard

specification and as directed

526.05 1 sq.m.

(One

square

metre)

67 2 Manufacturing, supplying and fixing in

positon of RCC Jally of 5cm thick in cement

concrete 1:2:4 using 20mm machine crushed

stone jelly (excluding cost of reinforcement

steel) including cost of mould, finishing,

curing, lifting, fixing in position etc.,

complete complying with standard

specification and as directed

680.75 1 sq.m.

(One

square

metre)

107

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68 2 Supplying and fixing AC sheet roofing with

6mm thick asbestos cement sheets of fully

corrugated (grey colour) of approved quality

by drilling holes (and not by punching) with

necessary ‘J’ / ‘U’ bolts and nuts of 8mm dia

of suitable length and providing one set of

bitumen washers of 25mm dia and 1.60mm

thick for each bolt including protruding

portion of bolts in roof shall be covered with

bitumen compound etc., complete complying

with standard specification and as directed.

391.30 1 sq.m.

(One

square

metre)

WATER SUPPLY AND SANITARY

ARRANGEMENT ITEMS OF WORK

Internal / External water supply

arrangements

69 Supplying, laying and jointing G.I. Pipes of

approved quality and best variety of "B"

class pipe of the following dia including

labour fixing G.I. Specials, (excluding

charges for cutting and threading of pipes,

cost of such specials) to wall with necessary

teak wood plugs, clamps, screws, thread

balls, shellac, etc., making holes on the walls

(or) drilling holes in roof and making good

the dismantled portions to original condition

with necessray brick work / concrete and

plastering wherever necessry with necessary

scaffolding charges. The pipes are to be

painted with the 2 coats of good variety and

approved best quality of synthetic enamel

paint over a priming coat of red oxide etc.,

complete in all floors complying with

standard specification. G.I. pipes shall be got

approved by the Executive Engineer before

use on works.

Above ground level.

I Internal Water Supply - Above Ground

Level

a 2 15 mm dia G.I. Pipe 155.05 1 RM.

(One

running

metre)

b 2 20 mm dia G.I. Pipe 187.10 1 RM.

(One

running

metre)

108

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c 2 25 mm dia G.I. Pipe 219.60 1 RM.

(One

running

metre)

d 2 32 mm dia G.I. Pipe 269.20 1 RM.

(One

running

metre)

e 2 40 mm dia G.I. Pipe 284.55 1 RM.

(One

running

metre)

f 2 50 mm dia G.I. Pipe 365.55 1 RM.

(One

running

metre)

h 2 65 mm dia G.I. Pipe 407.90 1 RM.

(One

running

metre)

II External Water Supply - Above Ground

Level

a 2 15 mm dia G.I. Pipe 159.10 1 RM.

(One

running

metre)

b 2 20 mm dia G.I. Pipe 191.15 1 RM.

(One

running

metre)

c 2 25 mm dia G.I. Pipe 223.70 1 RM.

(One

running

metre)

d 2 32 mm dia G.I. Pipe 287.15 1 RM.

(One

running

metre)

e 2 40 mm dia G.I. Pipe 302.50 1 RM.

(One

running

metre)

109

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f 2 50 mm dia G.I. Pipe 391.85 1 RM.

(One

running

metre)

h 2 65 mm dia G.I. Pipe 434.15 1 RM.

(One

running

metre)

70 Supplying, laying and jointing GI pipes of

approved quality and best variety of B Class

pipes of the following dia including labour for

fixing GI Specials (excluding charges for

cutting and threading and cost of such

specials) with necessary shellac, thread ball,

etc., and making holes on the wall / concrete

and making good the dismantled portion to

the original condition with necessary brick

work / concrete. The pipes are to be painted

with one coat of tar and tightly pastened

with tar dipped gunny tape, etc., complete

complying with standard specification. The

G.I. pipes shall be got approved by the

Executive Engineer before use on work. (The

earth work excavation, re-filling the trench

with excavated earth, sand filling, etc., shall

be measured and paid separately under

respective items).

Below ground level

External Water Supply - Below Ground

Level

a 2 15 mm dia G.I. Pipe 242.75 1 RM.

(One

running

metre)

b 2 20 mm dia G.I. Pipe 272.80 1 RM.

(One

running

metre)

c 2 25 mm dia G.I. Pipe 303.35 1 RM.

(One

running

metre)

d 2 32 mm dia G.I. Pipe 423.75 1 RM.

(One

running

metre)

110

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e 2 40 mm dia G.I. Pipe 435.90 1 RM.

(One

running

metre)

f 2 50 mm dia G.I. Pipe 604.05 1 RM.

(One

running

metre)

h 2 65 mm dia G.I. Pipe 640.40 1 RM.

(One

running

metre)

71 Supplying and fixing in position first quality

and approved variety of Gun metal Gate

Valve / Wheel Valve with BIS make of the

following dia including cost of shellac, thread

balls, etc., complete complying with standard

specifications (for both internal and external

water supply arrangements). The valves to

be used on work shall be got approved by

the Executive Engineer before use on work.

I Gate Valve

a 2 20 mm dia G.M. Gate Valve 530.90 Each

b 2 25 mm dia G.M. Gate Valve 801.90 Each

c 2 32 mm dia G.M. Gate Valve 1033.35 Each

d 2 40 mm dia G.M. Gate Valve 1276.35 Each

e 2 50 mm dia G.M. Gate Valve 1667.05 Each

f 2 65 mm dia G.M. Gate Valve 1978.05 Each

II Wheel Valve

a 2 15 mm dia G.M. Wheel Valve 331.90 Each

b 2 20 mm dia G.M. Wheel Valve 409.90 Each

c 2 25 mm dia G.M. Wheel Valve 531.90 Each

d 2 32 mm dia G.M. Wheel Valve 759.35 Each

e 2 40 mm dia G.M. Wheel Valve 912.35 Each

111

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72 Supplying and fixing in position 15mm dia

brass CP screw down tap / Pillar tap (heavy

duty) of approved make conforming to BIS

specifications and quality including cost of

shellac, thread, etc., complete complying

with standard specification and including

cutting and threading wherever necessary.

(Taps should be got approved by the

Executive Engineer before use on the works)

a 2 15mm dia CP Screw Down Tap 268.15 Each

b 2 15mm dia CP Pillar Tap 359.15 Each

73 2 Supplying and fixing in position Indian make

bevelled edge mirror of approved quality and

brand PVC / Fibre Glass framed 600 x 450 x

5.5mm thick mirror, shelf type with hard

board backing of approved colour fixed with

brass screws, rawl plug, etc., complete

complying with standard specification. (The

mirror should be got approved by the

Executive Engineer before use on woks)

663.95 Each

74 2 Supplying and fixing approved best quality

brass CP towel rail 600mm long and 20mm

dia with brackets of same materials including

cost of teak wood plugs and CP screws, etc.,

complete complying with standard

specifications. (The tower rail should be got

approved by Executive Engineer before use

on works).

344.90 Each

75 2 Supplying and fixing approved best quality

aluminium anodised towel rail 600mm

long and 20mm dia with brackets of same

materials including cost of teak wood plugs

and CP screws, etc., complete complying

with standard specifications. (The tower rail

should be got approved by Executive

Engineer before use on works).

223.90 Each

76 2 Supplying and fixing best approved best

quality brass CP soap tray of size 150 x

150mm including cost of teak wood plugs,

brass screws, etc., complete complying with

standard specifications. (The soap tray

should be got approved by Executive

Engineer before use on works).

209.30 Each

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77 Supplying and fixing in position GI unions of

heavy duty of approved quality and good

variety of various sizes inluding necessary

cutting and threading of GI pipes for jointing

the union and providing two coats of painting

with good variety and approved quality of

synthetic enamel paint over one coat of

primer in case of pipe line above ground

level / one coat of tar in case of below

ground level for both internal and external

water supply arrangements, etc., complete

complying with standard specifications. (The

GI unions should be got approved by

Executive Engineer before use on works).

a 2 15 mm dia union 172.15 Each

b 2 20 mm dia union 184.30 Each

c 2 25 mm dia union 214.35 Each

d 2 32 mm dia union 244.35 Each

e 2 40 mm dia union 317.10 Each

f 2 50 mm dia union 388.75 Each

78 Supplying and fixing in position the following

GI Specials of heavy type and approved

quality and good variety excluding fixing

charges but including necessary cutting and

threading of GI pipes, jointing the GI specials

and painting with two coats with good

variety and best quality synthetic enamel

paint over a coat of red oxide primer and

jointing the specials with pipe line using

shellac etc., complete complying with

standard specification. (The GI specials

should be got approved by the Executive

Engineer concerned before use on works.)

I GI Elbow

a 2 50 mm dia 180.20 Each

b 2 40 mm dia 126.05 Each

c 2 32 mm dia 126.05 Each

d 2 25 mm dia 87.40 Each

113

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e 2 20 mm dia 41.40 Each

f 2 15 mm dia 31.10 Each

II GI Bend

a 2 50 mm dia 168.10 Each

b 2 40 mm dia 131.50 Each

c 2 32 mm dia 108.20 Each

d 2 25 mm dia 81.05 Each

e 2 20 mm dia 39.10 Each

f 2 15 mm dia 28.80 Each

III GI Tee

a 2 50 mm dia 220.45 Each

b 2 40 mm dia 179.90 Each

c 2 32 mm dia 158.75 Each

d 2 25 mm dia 127.35 Each

e 2 20 mm dia 60.45 Each

f 2 15 mm dia 53.50 Each

IV GI Coupling

a 2 50 mm dia 119.60 Each

b 2 40 mm dia 101.50 Each

c 2 32 mm dia 83.95 Each

d 2 25 mm dia 56.80 Each

e 2 20 mm dia 31.55 Each

f 2 15 mm dia 28.80 Each

V GI Reducer

a 2 50 x 40 mm dia 140.90 Each

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b 2 40 x 32 mm dia 110.95 Each

c 2 32 x 25 mm dia 85.40 Each

d 2 25 x 20 mm dia 50.80 Each

e 2 20 x 15 mm dia 35.90 Each

f 2 40 x 25 mm dia 88.10 Each

g 2 32 x 20 mm dia 67.25 Each

VI GI Reducer Elbow

a 2 50 x 40 mm dia 158.80 Each

b 2 40 x 32 mm dia 135.20 Each

c 2 32 x 25 mm dia 103.90 Each

d 2 25 x 20 mm dia 75.05 Each

e 2 20 x 15 mm dia 56.70 Each

f 2 40 x 25 mm dia 109.60 Each

g 2 32 x 20 mm dia 85.15 Each

VII GI Reducer Tee

a 2 50 x 40 mm dia 215.50 Each

b 2 40 x 32 mm dia 181.75 Each

c 2 32 x 25 mm dia 152.00 Each

d 2 25 x 20 mm dia 111.80 Each

e 2 20 x 15 mm dia 96.55 Each

f 2 40 x 25 mm dia 162.85 Each

g 2 32 x 20 mm dia 124.90 Each

VII

I

GI Hex Nipple

a 2 50 mm dia 92.90 Each

b 2 40 mm dia 75.05 Each

115

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c 2 32 mm dia 62.90 Each

d 2 25 mm dia 47.90 Each

e 2 20 mm dia 38.65 Each

f 2 15 mm dia 26.55 Each

79 Supplying and fixing in position best quality

and approved make Indian made white /

colour glazed earthernware wash hand

basin of size 550 x 400mm (with pedestal

/ without pedestal) with a pair of cast iron

brackets, including cost 15mm dia brass CP

pillar tap, 32mm dia "B" class GI waste pipe

with rubber plug and chain, 15mm dia GM

wheel valve, 15mm brass nipple, 15mm dia

nylone connection, 32mm dia CP brass waste

coupling including fixing of wash basin using

CI brackets on to the wall in position with TW

plugs and screws, rubber washers, white

lead and giving necessary water supply

connection and painting the brackets with

two coat of painting over a priming coat of

anti-corrosive paint including testing for

leakages etc., complete complying with

standard specification and as directed by the

departmental officers. (The wash hand basin

and specials should be got approved by the

Executive Engineer before use on works).

a White Glazed Wash Hand Basin

i 2 Without Pedestal 2289.00 Each

ii 2 With Pedestal 2594.00 Each

b Colour Glazed Wash Hand Basin

i 2 Without Pedestal 2803.00 Each

ii 2 With Pedestal 3014.00 Each

116

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80 2 Supplying and fixing in position best quality

approved make white glazed earthernwere

sink of size of 600 x 450 x 200mm including

cost of 32mm dia CP waste coupling, 32mm

dia PVC waste pipe with rubber plug and

chain, 15mm dia brass nipple including fixing

the sink in position and testing for leakages

etc., complete complying with standard

specifications excluding CI brackets. [The

sink and specials should be got approved by

the Executive Engineer before use on works]

2513.00 Each

81 Supplying and fixing in position best quality

cuddapah sink of following sizes including

cost of 32mm dia CP waste coupling, 32mm

dia PVC waste pipe with rubber plug and

chain, 15mm dia brass nipple including fixing

the sink in position and testing for leakages

etc., complete complying with standard

specifications excluding CI brackets. [The

sink and specials should be got approved by

the Executive Engineer before use on works]

a 2 Cuddapah sink of 600 x 450 x 200mm 1240.00 Each

b 2 Cuddapha sink of 600 x 600 x 200mm 1454.00 Each

82 2 Supplying and fixing in positon Indian Water

Closet (Oriya type) of size 580 x 440mm

white glazed earthern ware of approved

quality and brand with "P" or "S" trap

conforming to BIS with sand cushion and

forming flooring alround the closet using

40mm broken brick jelly in lime concrete

1:2:5 (One lime, Two sand and Five brick

jelly) 100mm thick and finishing the top to

the required slope and including giving

necessary connection to CI soil pipes

(including the cost of 100mm dia CI pipe for

a length of 600mm) by dismantling brick

masonry wall / reinforced cement concrete

roof / floor slab and making good the

dismantled portion to the original condition

with leakages etc., complete complying with

standard specifications and as directed by

the departmental officers. (The water closet

should be got approved by the Executive

Engineer before use on works).

2804.00 Each

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83 2 Supplying and fixing in positon Indian Water

Closet (Oriya type) of size 580 x 440mm

colour glazed earthern ware of approved

quality and brand with "P" or "S" trap

conforming to BIS with sand cushion and

forming flooring alround the closet using

40mm broken brick jelly in lime concrete

1:2:5 (One lime, Two sand and Five brick

jelly) 100mm thick and finishing the top to

the required slope and including giving

necessary connection to CI soil pipes

(including the cost of 100mm dia CI pipe for

a length of 600mm) by dismantling brick

masonry wall / reinforced cement concrete

roof / floor slab and making good the

dismantled portion to the original condition

with leakages etc., complete complying with

standard specifications and as directed by

the departmental officers. (The water closet

should be got approved by the Executive

Engineer before use on works).

3105.00 Each

84 2 Supplying and fixing in positon Indian Water

Closet (Oriya type) of size 580 x 440mm

white glazed earthern ware of approved

quality and brand with "P" or "S" trap

conforming to BIS with sand cushion and

forming flooring alround the closet using

40mm broken brick jelly in lime concrete

1:2:5 (One lime, Two sand and Five brick

jelly) 100mm thick and finishing the top to

the required slope and including giving

necessary connection to PVC pipes (including

the cost of 110mm dia PVC pipe for a length

of 600mm) by dismantling brick masonry

wall / reinforced cement concrete roof / floor

slab and making good the dismantled portion

to the original condition with leakages etc.,

complete complying with standard

specifications and as directed by the

departmental officers. (The water closet

should be got approved by the Executive

Engineer before use on works).

2593.00 Each

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85 2 Supplying and fixing in positon Indian Water

Closet (Oriya type) of size 580 x 440mm

colour glazed earthern ware of approved

quality and brand with "P" or "S" trap

conforming to BIS with sand cushion and

forming flooring alround the closet using

40mm broken brick jelly in lime concrete

1:2:5 (One lime, Two sand and Five brick

jelly) 100mm thick and finishing the top to

the required slope and including giving

necessary connection to PVC pipes (including

the cost of 110mm dia PVC pipe for a length

of 600mm) by dismantling brick masonry

wall / reinforced cement concrete roof / floor

slab and making good the dismantled portion

to the original condition with leakages etc.,

complete complying with standard

specifications and as directed by the

departmental officers. (The water closet

should be got approved by the Executive

Engineer before use on works).

2894.00 Each

86 Supplying and fixing in position white /

colour glazed European Water Closet of best

quality and approved make with 100 mm "P"

or "S" trap connecting with CI pipe of

100mm dia / PVC pipe of 110mm dia, double

flapped rigid PVC black seat and seat cover

with CP brass hinges including cost of white

cement, cement for packing, spun yarn, teak

wood plugs, brass screws, etc., including

supplying and fixing 10 litres capacity PVC /

12.5 litres capacity porcelin low level flushing

tank with a pair of CI brackets, etc.,

complete with all fittings such as 15mm

brass ball valve with polythene float with

brass handle, union, coupling connected by

means of 40mm white PVC flush hand using

Indian adopter joint including all internal

fittings.....

119

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such as 15mm brass connections, 15mm GM

wheel valve, 15mm brass nipple (2 Nos.),

15mm nylon connection, TW plugs, screws

and also giving necessary connection to the

PVC pipe including cost of 600mm length of

110mm dia PVC pipe and painting the CI

brackets with 2 coats of approved paint over

one coat of red oxide primer, dismantling the

masonry and re-doing the dismantled

masonry to original condition etc. complete

complying with standard specifications. (The

EWC and flushing tank wiht all accessories

should be got approved by the Executive

Enginer before use on works)

a 2 White glazed European Water Closet with 10

litre capacity PVC flushing tank fixed on to

wall

3969.00 Each

b 2 White glazed European Water Closet with 10

litre capacity PVC flushing tank fixed with CI

brackets

4837.00 Each

c 2 Colour glazed European Water Closet with 10

litre capacity PVC flushing tank fixed on to

wall

4334.00 Each

d 2 Colour glazed European Water Closet with 10

litre capacity PVC flushing tank fixed with CI

brackets

5202.00 Each

e 2 White glazed European Water Closet with

12.5 litre capacity porcelin flushing tank

fixed on to wall

5331.00 Each

f 2 White glazed European Water Closet with

12.5 litre capacity procelin flushing tank

fixed with CI brackets

6199.00 Each

g 2 Colour glazed European Water Closet with

12.5 litre capacity porcelin flushing tank

fixed on to wall

6911.00 Each

h 2 Colour glazed European Water Closet with

12.5 litre capacity procelin flushing tank

fixed with CI brackets

7779.00 Each

120

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87 Supply and fixing in position of best Indian

make white / colour glazed earthernware

lipped mouth flat back urinal of best quality

and approved make of size 430mm x 260mm

x 350mm with GI pipe, 32mm dia bell mouth

PVC connection and waste pipe, 15mm dia

GI pipe of required length, 15mm dia GM

wheel valve, 15mm dia brass nipple 2 Nos.,

and fixing the urinals in position with

necessary TW plugs, clamps, screws, etc.,

including dismantling masnory and re-doing

the same to the original condition, etc.,

including painting the pipe with two coats of

best quality approved synthetic enamel paint

over one coat of red oxide primer and

checked without any leakage etc. complete

complying with standard specifications and

as directed by the departmental officers.

(The urinal should be got approved by the

Executive Engineer before use on works.)

a 2 White glazed earthernwere lipped mouth flat

back urinal

1340.50 Each

b 2 Colour glazed earthernwere lipped mouth flat

back urinal

1463.50 Each

88 2 Supplying and fixing in position Indian make

white glazed earthenware squating type

urinal of best quality and approved make

including dismantling masonry, if necessary

and re-doing the same to original condition,

etc., complete complying with standard

specification. (The squatting urinal should be

got approved by the Executive Engineer

before use on works).

903.00 Each

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89 Supplying and fixing position CI Nahani Trap

/ Floor Trap of the following sizes with best

stainless steel gratings of approved brand

and quality, fixed over a bed of brick jelly

lime concrete 1:2:5 (One part of lime, two

part of sand and five part of 40mm gauge

brick jelly) and finished with Cement Mortar

1:3 (One Cement, Three sand) including

dismantling masonry works wherever found

necessary and making good the dismantled

portions to the original condition and giving

connection to the CI / PVC pipes, etc.,

complete complying with standard

specification. (The Nahani Trap should be got

approved by the Executive Engineer before

use on works)

a 2 Nahani Trap of size 100 x 75mm with

stainless steel gratings

475.50 Each

b 2 Nahani Trap of size 75 x 50mm with stainless

steel gratings

415.50 Each

90 Supplying, laying and jointing glazed stone

ware pipes of the following dia of approved

quality with spigot and socket ends and

fixing them in dry condition using spun yarn

and cement including petty masonry shoring

and strutting wherever found necessary and

laying the pipe line in the alignment at the

specified gradient and testing with necessary

tools and plants, etc., and re-filling the

trench with excavated earth and levelling the

ground etc., complete complying with

standard specifications. (Earth work

excavation, re-filling with excavated earth

will be measured and paid separately).

a 2 100 mm dia pipe 170.80 1 RM.

(One

running

metre)

b 2 150 mm dia pipe 256.60 1 RM.

(One

running

metre)

122

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91 Supplying, laying and jointing glazed

stoneware pipes of following dia of approved

best quality with spigot and socket ends (in

reverse direction) in dry condition and laid in

loose joints (i.e.) without cement and spun

yarn, so that the waste water can be drained

to the trenches already available, excluding

cost of earth work excavation, cost of re-

filling with sand / earth, but including laying

the pipe in true alignment and gradient and

conducting required water supply test for

draining with necessary tools and plants,

etc., complete complying with standard

specifications.

a 2 100 mm dia pipe 139.45 1 RM.

(One

running

metre)

b 2 150 mm dia pipe 200.30 1 RM.

(One

running

metre)

92 2 Supplying and fixing in position 150mm dia

stoneware tee of approved best quality and

provding leak proof joints with cement, spun

yarn, etc., including dismantling the brick

work and re-doing the dismantled portion to

the original condition, etc., complete

complying with standard specifications (The

stoneware tee shall be got approved by the

Executive Engineer before use on work)

243.00 Each

123

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93 2 Supplying and fixing in position 150 x

100mm "P" or "S" stoneware gully trap 'A'

grade with CI double gratings of size 150 x

150mm and 230 x 230mm at bottom and top

respectively with necessary earth work

excavation laid over a bed of brick jelly

cement concrete 1:3:6 (One cement, Three

sand and Six broken brick jelly) 150mm

thick using 40mm size broken brick jelly

including necessary brick work and plastering

including dismantling masonry wherever

necessary and re-doing the damaged

portions to the original conditions using

cement concrete 1:3:6 using 20mm stone

jelly for fixing the gully trap and giving

connections to stoneware sewer line etc.,

complete complying with standard

specifications. [Earth work excavation, brick

work, plastering shall be measured and paid

separately]. The stoneware gully trap should

be got approved by the Executive Engineer

before use on works.

537.00 Each

94 2 Supplying and fixing AC ventilating shaft of

100mm dia with 3 metre height including

cost of 100mm dia AC cylindrical cowl of best

approved quality etc., complete complying

with standard specifications and as directed

by the departmental officers

369.30 Each

95 2 Supplying and fixing PVC ventilating shaft of

110mm dia (having working pressure 4 kg. /

sq.cm) with 3 metre height including cost of

PVC cylindrical cowl of best approved quality

etc., complete complying with standard

specifications and as directed by the

departmental officers

871.30 Each

96 2 Supplying and fixing in position CI manhole

covers with CI frames (Heavy duty) of size

60cm x 60cm of best approved quality as per

standard specification etc., complete

compying with standard specifications

2288.00 Each

124

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97 Supplying, laying and position best quality

Indian cast iron soil / waste pipes of

following dia of approved brand and quality

conforming to BIS and providing leak proof

joints with spun yarn and making connection

to all sanitary fittings with required number

of special, clamps, cement and spun yarn,

dismantling the masonry / RCC wherever

necessary and making good the dismanlted

portion to the original condition including

painting the cast iron pipes and fittings with

two coats of anti corrosive paint of approved

quality and colour and the pipes fixed in

postion in true alignment, etc., complete

complying with standard specifications (The

CI pipes shall be got approved by the

Executive Engineer before use on work)

a 2 150mm dia CI Pipe 1322.30 1 RM.

(One

running

metre)

b 2 100mm dia CI Pipe 910.75 1 RM.

(One

running

metre)

c 2 75mm dia CI Pipe 783.00 1 RM.

(One

running

metre)

98 Supplying and fixing in position following CI

specials of various dia of approved quality

conforming to BIS and providing leak proof

joints with cement, spun yarn, etc., including

fixing to wall and giving connections to the

CI soil stacks, dismantling the brick work /

RCC floor or roof slab and re-doing the

dismantled portion to the original condition

including the CI specials with two coats of

anti corrosive paint of approved quality and

colour etc., complete complying with

standard specifications (The CI specials shall

be got approved by the Executive Engineer

before use on work)

A Plain Bend

i 2 150mm Dia 758.30 Each

125

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ii 2 100mm Dia 479.30 Each

iii 2 75mm Dia 418.30 Each

B Bend with Door

i 2 150mm Dia 843.30 Each

ii 2 100mm Dia 533.30 Each

iii 2 75mm Dia 479.30 Each

C Plain TEE

i 2 150mm Dia 1304.30 Each

ii 2 100mm Dia 697.30 Each

iii 2 75mm Dia 545.30 Each

D TEE with Door

i 2 150mm Dia 1364.30 Each

ii 2 100mm Dia 770.30 Each

iii 2 75mm Dia 600.30 Each

E "Y" Junction with Door (single)

i 2 150mm Dia 1425.30 Each

ii 2 100mm Dia 819.30 Each

iii 2 75mm Dia 636.30 Each

F "Y" Junction with Door (Double)

i 2 150mm Dia 1546.30 Each

ii 2 100mm Dia 891.30 Each

iii 2 75mm Dia 722.30 Each

G COWL

i 2 150mm Dia 419.50 Each

ii 2 100mm Dia 286.50 Each

iii 2 75mm Dia 220.50 Each

126

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99 Supplying and fixing in position best quality

PVC soil / waste pipes of various dia having 6

kg / sq.cm. pressure BIS mark and providing

leak proof joints using PVC adhesives

including fixing to the wall with special PVC /

MS clamp, teak wood plugs, brass screws,

etc., and making connection to all sanitary

fittings, dismantling masonry / RCC works

wherever found necessary and making the

good dismantled portion to the original

condition, including testing for any leakages,

etc., complete complying with standard

specifications. (The PVC pipes should be got

approved by the Executive Engineer before

use on works). The rate for earth work

excavation will be measured and paid

separately in the cases where the pipe lines

are proposed to laid below ground level

a 2 75mm dia PVC soil / waste pipe 235.75 1 RM.

(One

running

metre)

b 2 110mm dia PVC soil / waste pipe 327.05 1 RM.

(One

running

metre)

c 2 160mm dia PVC soil / waste pipe 569.45 1 RM.

(One

running

metre)

100 Supplying and fixing in position PVC specials

of the following dia and types of approved

quality confirming to BIS and providing leak

proof joints including fixing to the walls and

giving connection to the PVC soil stacks,

dismantling the masonry or RCC works and

re-doing the dismantled portion to original

condition etc., complete complying with

standard specifications. (The PVC specials

should be got approved by the Executive

Engineer before use on works).

A PVC Elbow

1 2 160mm dia 222.50 Each

2 2 110mm dia 210.30 Each

3 2 75mm dia 179.70 Each

127

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B PVC Elbow with Door

1 2 160mm dia 258.80 Each

2 2 110mm dia 240.30 Each

3 2 75mm dia 186.10 Each

C PVC Tee

1 2 160mm dia 276.70 Each

2 2 110mm dia 264.60 Each

3 2 75mm dia 210.30 Each

D PVC Tee with Single Door

1 2 160mm dia 319.50 Each

2 2 110mm dia 288.80 Each

3 2 75mm dia 234.60 Each

E PVC Tee with Double Door

1 2 160mm dia 372.50 Each

2 2 110mm dia 355.80 Each

3 2 75mm dia 264.60 Each

F PVC Bend

1 2 160mm dia 228.20 Each

2 2 110mm dia 216.10 Each

3 2 75mm dia 186.10 Each

G PVC "Y"

1 2 160mm dia 283.10 Each

2 2 110mm dia 271.00 Each

3 2 75mm dia 216.10 Each

H PVC "Y" with Single Door

1 2 160mm dia 325.20 Each

128

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2 2 110mm dia 295.20 Each

3 2 75mm dia 234.60 Each

I PVC "Y" with Double Door

1 2 160mm dia 404.10 Each

2 2 110mm dia 367.50 Each

3 2 75mm dia 276.70 Each

101 Supplying and fixing in position PVC 4 way

junction plain or with door of various dia of

best approved quality confirming to BIS and

providing leak proof joints including fixing to

the walls and giving connection to the PVC

soil stacks, dismantling the masonry or RCC

works and re-doing the dismantled portion to

original condition etc., complete complying

with standard specifications. (The PVC

specials should be got approved by the

Executive Engineer before use on works).

A PVC Double Tee with Single Door

(4 way junction)

1 2 160mm dia 477.45 Each

2 2 110mm dia 446.85 Each

3 2 75mm dia 374.05 Each

B PVC Double "Y" with Single Door

(4 way junction)

1 2 160mm dia 513.85 Each

2 2 110mm dia 471.05 Each

3 2 75mm dia 392.55 Each

102 Supplying and fixing in position PVC cowls of

following dia of best approved quality

conforming to BIS, etc., complete complying

with standard specifications. (The PVC cowl

should be got approved by the Executive

Engineer before use on works).

A PVC Cowl

1 2 110mm dia 143.20 Each

129

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2 2 75mm dia 119.00 Each

3 2 50mm dia 100.50 Each

103 2 Supplying and fixing in position CP shower

rose with CP stop cock arrangement of size

15mm dia inlet and 100mm outlet to the

pipe line with necessary cutting, threading

and jointing using shellac etc., complete

complying with standard specification and as

directed by the departmental officers (The CP

shower rose should be got approved by the

Executive Engineer before use on works).

443.50 Each

Internal Water Supply Arrangements

using PVC pipes and PVC specials

104 Supplying, laying and jointing PVC pipes

(having working pressure 10 kg. / sq.cm) of

approved quality and best variety conforming

to BIS of the following dia including cutting,

threading and fixing PVC specials using PVC

adhesives (but excluding cost of such

specials) and fixing into wall with teak wood

plugs, PVC clamps and screws making holes

on the wall (or) drilling holes in the roof and

making good the dismantled portion to

original condition with necessary brick work /

cement concrete and plastering neatly

wherever necessary with necessary

scaffolding charges, etc., complete

complying with standard specifications. The

PVC pipes shall be got approved by

Executive Engineer before use on works.

a 2 15 mm dia PVC Pipe 73.55 1 RM.

(One

running

metre)

b 2 20 mm dia PVC Pipe 80.45 1 RM.

(One

running

metre)

c 2 25 mm dia PVC Pipe 95.45 1 RM.

(One

running

metre)

130

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d 2 32 mm dia PVC Pipe 129.10 1 RM.

(One

running

metre)

e 2 40 mm dia PVC Pipe 159.70 1 RM.

(One

running

metre)

f 2 50 mm dia PVC Pipe 222.25 1 RM.

(One

running

metre)

External Water Supply Arrangements

using PVC pipes and PVC specials

105 Supplying, laying and jointing PVC pipes

(having working pressure 10 kg. / sq.cm) of

approved quality and best variety conforming

to BIS of the following dia including cutting,

threading and fixing PVC specials using PVC

adhesives (but excluding cost of such

specials) and fixing into wall with teak wood

plugs, PVC clamps and screws making holes

on the wall (or) drilling holes in the roof and

making good the dismantled portion to

original condition with necessary brick work /

cement concrete and plastering neatly

wherever necessary with necessary

scaffolding charges upto 4 metre height

above ground level, etc., complete

complying with standard specifications. The

PVC pipes shall be got approved by

Executive Engineer before use on works.

I Above Ground Level

a 2 15 mm dia PVC Pipe 75.25 1 RM.

(One

running

metre)

b 2 20 mm dia PVC Pipe 82.15 1 RM.

(One

running

metre)

c 2 25 mm dia PVC Pipe 97.15 1 RM.

(One

running

metre)

131

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words

d 2 32 mm dia PVC Pipe 138.30 1 RM.

(One

running

metre)

e 2 40 mm dia PVC Pipe 168.90 1 RM.

(One

running

metre)

f 2 50 mm dia PVC Pipe 238.70 1 RM.

(One

running

metre)

II Below Ground Level

a 2 15 mm dia PVC Pipe 52.30 1 RM.

(One

running

metre)

b 2 20 mm dia PVC Pipe 59.20 1 RM.

(One

running

metre)

c 2 25 mm dia PVC Pipe 74.20 1 RM.

(One

running

metre)

d 2 32 mm dia PVC Pipe 109.30 1 RM.

(One

running

metre)

e 2 40 mm dia PVC Pipe 139.90 1 RM.

(One

running

metre)

f 2 50 mm dia PVC Pipe 199.45 1 RM.

(One

running

metre)

106 Supplying PVC Specials (with working

pressure 10 kg. / sq.cm.) in water supply

arrangements (both in internal and external

water supply arrangements

A Coupler

a 2 15 mm Dia 3.60 Each

b 2 20 mm Dia 4.15 Each

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c 2 25 mm Dia 4.80 Each

d 2 32 mm Dia 6.05 Each

e 2 40 mm Dia 9.00 Each

f 2 50 mm Dia 12.10 Each

B Elbow

a 2 15 mm Dia 5.35 Each

b 2 20 mm Dia 6.05 Each

c 2 25 mm Dia 8.45 Each

d 2 32 mm Dia 12.10 Each

e 2 40 mm Dia 16.90 Each

f 2 50 mm Dia 24.20 Each

C BEND

a 2 15 mm Dia 6.05 Each

b 2 20 mm Dia 7.25 Each

c 2 25 mm Dia 9.65 Each

d 2 32 mm Dia 14.40 Each

e 2 40 mm Dia 19.35 Each

f 2 50 mm Dia 30.25 Each

D Tee

a 2 15 mm Dia 7.25 Each

b 2 20 mm Dia 8.45 Each

c 2 25 mm Dia 12.10 Each

d 2 32 mm Dia 14.50 Each

e 2 40 mm Dia 24.20 Each

133

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Unit in

Figures

and in

words

f 2 50 mm Dia 36.30 Each

E End Cap

a 2 15 mm Dia 3.60 Each

b 2 20 mm Dia 4.80 Each

c 2 25 mm Dia 6.05 Each

d 2 32 mm Dia 7.25 Each

e 2 40 mm Dia 11.40 Each

f 2 50 mm Dia 15.70 Each

F Reducer

a 2 20 mm x 15 mm 4.80 Each

b 2 25 mm x 20 mm 5.35 Each

c 2 32 mm x 25 mm 8.45 Each

d 2 40 mm x 32 mm 11.40 Each

e 2 50 mm x 40 mm 19.35 Each

G Reducer Tee

a 2 20 mm x 15 mm 7.25 Each

b 2 25 mm x 20 mm 8.45 Each

c 2 32 mm x 25 mm 12.10 Each

d 2 40 mm x 32 mm 14.50 Each

e 2 50 mm x 40 mm 24.20 Each

H Reducer Elbow

a 2 20 mm x 15 mm 6.05 Each

b 2 25 mm x 20 mm 7.25 Each

c 2 32 mm x 25 mm 9.65 Each

134

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Figures

and in

words

d 2 40 mm x 32 mm 12.10 Each

e 2 50 mm x 40 mm 18.15 Each

J Jet Nipple

a 2 25 mm Dia 15.70 Each

b 2 32 mm Dia 20.55 Each

Total in rupees

135

Page 315: Schedule of rates for construction works

Amount in

rupees

176.95

83.58

606.80

29.40

4651.30

ABSTRACT ESTIMATE

136

Page 316: Schedule of rates for construction works

Amount in

rupees

7379.60

7527.50

7562.50

7678.70

8035.30

8167.30

221.40

137

Page 317: Schedule of rates for construction works

Amount in

rupees

714.10

834.00

0.00

0.00

0.00

138

Page 318: Schedule of rates for construction works

Amount in

rupees

0.00

40.00

8480.70

8570.00

8748.00

8926.00

9104.00

9282.00

139

Page 319: Schedule of rates for construction works

Amount in

rupees

9460.00

9665.38

9754.68

9932.68

10110.68

10288.68

10466.68

10644.68

140

Page 320: Schedule of rates for construction works

Amount in

rupees

11908.00

7315.30

4651.30

803.50

813.10

832.40

851.60

141

Page 321: Schedule of rates for construction works

Amount in

rupees

870.80

890.00

1009.10

1019.40

1039.90

1060.30

1080.80

142

Page 322: Schedule of rates for construction works

Amount in

rupees

1072.60

1082.90

1103.40

1103.40

1144.30

5690.92

5868.92

6046.92

6224.92

143

Page 323: Schedule of rates for construction works

Amount in

rupees

6402.92

146.00

182.50

292.00

3280.00

144

Page 324: Schedule of rates for construction works

Amount in

rupees

2432.00

1739.80

1607.80

1560.80

145

Page 325: Schedule of rates for construction works

Amount in

rupees

3367.60

1359.40

2394.40

146

Page 326: Schedule of rates for construction works

Amount in

rupees

1506.40

1193.20

1629.20

1723.20

147

Page 327: Schedule of rates for construction works

Amount in

rupees

1471.20

1582.00

1739.60

2165.60

1749.40

4020.30

148

Page 328: Schedule of rates for construction works

Amount in

rupees

4198.30

4376.30

4554.30

4732.30

4910.30

1154.20

1896.80

717.30

149

Page 329: Schedule of rates for construction works

Amount in

rupees

769.30

#REF!

#REF!

2311.90

150

Page 330: Schedule of rates for construction works

Amount in

rupees

4038.90

373.45

2446.10

201.70

398.80

151

Page 331: Schedule of rates for construction works

Amount in

rupees

234.90

242.70

231.30

445.30

463.10

500.30

152

Page 332: Schedule of rates for construction works

Amount in

rupees

17.70

25.70

38.55

189.70

127.00

153

Page 333: Schedule of rates for construction works

Amount in

rupees

174.10

253.30

287.90

173.30

253.60

154

Page 334: Schedule of rates for construction works

Amount in

rupees

182.40

841.80

1182.80

879.80

155

Page 335: Schedule of rates for construction works

Amount in

rupees

291.40

599.60

785.50

1052.10

1361.50

156

Page 336: Schedule of rates for construction works

Amount in

rupees

782.60

310.10

374.20

157

Page 337: Schedule of rates for construction works

Amount in

rupees

439.20

538.40

569.10

731.10

815.80

318.20

382.30

447.40

574.30

605.00

158

Page 338: Schedule of rates for construction works

Amount in

rupees

783.70

868.30

485.50

545.60

606.70

847.50

159

Page 339: Schedule of rates for construction works

Amount in

rupees

871.80

1208.10

1280.80

1061.80

1603.80

2066.70

2552.70

3334.10

3956.10

663.80

819.80

1063.80

1518.70

1824.70

160

Page 340: Schedule of rates for construction works

Amount in

rupees

536.30

718.30

1327.90

689.80

447.80

418.60

161

Page 341: Schedule of rates for construction works

Amount in

rupees

344.30

368.60

428.70

488.70

634.20

777.50

360.40

252.10

252.10

174.80

162

Page 342: Schedule of rates for construction works

Amount in

rupees

82.80

62.20

336.20

263.00

216.40

162.10

78.20

57.60

440.90

359.80

317.50

254.70

120.90

107.00

239.20

203.00

167.90

113.60

63.10

57.60

281.80

163

Page 343: Schedule of rates for construction works

Amount in

rupees

221.90

170.80

101.60

71.80

176.20

134.50

317.60

270.40

207.80

150.10

113.40

219.20

170.30

431.00

363.50

304.00

223.60

193.10

325.70

249.80

185.80

150.10

164

Page 344: Schedule of rates for construction works

Amount in

rupees

125.80

95.80

77.30

53.10

4578.00

5188.00

5606.00

6028.00

165

Page 345: Schedule of rates for construction works

Amount in

rupees

5026.00

2480.00

2908.00

5608.00

166

Page 346: Schedule of rates for construction works

Amount in

rupees

6210.00

5186.00

167

Page 347: Schedule of rates for construction works

Amount in

rupees

5788.00

168

Page 348: Schedule of rates for construction works

Amount in

rupees

7938.00

9674.00

8668.00

10404.00

10662.00

12398.00

13822.00

15558.00

169

Page 349: Schedule of rates for construction works

Amount in

rupees

2681.00

2927.00

1806.00

170

Page 350: Schedule of rates for construction works

Amount in

rupees

951.00

831.00

341.60

513.20

171

Page 351: Schedule of rates for construction works

Amount in

rupees

278.90

400.60

486.00

172

Page 352: Schedule of rates for construction works

Amount in

rupees

1074.00

738.60

1742.60

4576.00

173

Page 353: Schedule of rates for construction works

Amount in

rupees

2644.60

1821.50

1566.00

1516.60

174

Page 354: Schedule of rates for construction works

Amount in

rupees

958.60

836.60

1686.60

1066.60

958.60

2608.60

1394.60

1090.60

2728.60

1540.60

1200.60

2850.60

1638.60

1272.60

3092.60

1782.60

1444.60

839.00

573.00

441.00

175

Page 355: Schedule of rates for construction works

Amount in

rupees

471.50

654.10

1138.90

445.00

420.60

359.40

176

Page 356: Schedule of rates for construction works

Amount in

rupees

517.60

480.60

372.20

553.40

529.20

420.60

639.00

577.60

469.20

745.00

711.60

529.20

456.40

432.20

372.20

566.20

542.00

432.20

650.40

177

Page 357: Schedule of rates for construction works

Amount in

rupees

590.40

469.20

808.20

735.00

553.40

954.90

893.70

748.10

1027.70

942.10

785.10

286.40

178

Page 358: Schedule of rates for construction works

Amount in

rupees

238.00

201.00

887.00

147.10

160.90

190.90

179

Page 359: Schedule of rates for construction works

Amount in

rupees

258.20

319.40

444.50

150.50

164.30

194.30

180

Page 360: Schedule of rates for construction works

Amount in

rupees

276.60

337.80

477.40

104.60

118.40

148.40

218.60

279.80

398.90

7.20

8.30

181

Page 361: Schedule of rates for construction works

Amount in

rupees

9.60

12.10

18.00

24.20

10.70

12.10

16.90

24.20

33.80

48.40

12.10

14.50

19.30

28.80

38.70

60.50

14.50

16.90

24.20

29.00

48.40

182

Page 362: Schedule of rates for construction works

Amount in

rupees

72.60

7.20

9.60

12.10

14.50

22.80

31.40

9.60

10.70

16.90

22.80

38.70

14.50

16.90

24.20

29.00

48.40

12.10

14.50

19.30

183

Page 363: Schedule of rates for construction works

Amount in

rupees

24.20

36.30

31.40

41.10

#REF!

184

Page 364: Schedule of rates for construction works

Page 1

SUB-DATA

a) Cement Mortar 1:2

720 Kg Cement 5500.00 1MT 3960.00

1 M3 Sand for Mortar 290.40 1m3 290.40

1 m3 Mixing Charges 43.35 1m3 43.35

4293.75

Rate for 1m3 Rs 4293.75

b) Cement Mortar 1:3

480 Kg Cement 5500.00 1MT 2640.00

1 M3 Sand for Mortar 290.40 1m3 290.40

1 m3 Mixing Charges 43.35 1m3 43.35

2973.75

Rate for 1m3 Rs 2973.75

b) Cement Mortar 1:4

360 Kg Cement 5500.00 1MT 1980.00

1 M3 Sand for Mortar 290.40 1m3 290.40

1 m3 Mixing Charges 43.35 1m3 43.35

2313.75

Rate for 1m3 Rs 2313.75

c) Cement Mortar 1:5

288 Kg Cement 5500.00 1MT 1584.00

1 M3 Sand for Mortar 290.40 1m3 290.40

1 m3 Mixing Charges 43.35 1m3 43.35

1917.75

Rate for 1m3 Rs 1917.75

d) Cement Mortar 1:6

240 Kg Cement 5500.00 1MT 1320.00

1 M3 Sand for Mortar 290.40 1m3 290.40

1 m3 Mixing Charges 43.35 1m3 43.35

1653.75

Rate for 1m3 Rs 1653.75

d) Lime Mortar 1:2

0.5 M3 Lime Stone (Slacked Lime) 912.20 1m3 456.10

1 M3 Sand for Mortar 290.40 1m3 290.40

1 m3 Grinding Mortar 105.90 1m3 105.90

852.40

Rate for 1m3 Rs 852.40

MAIN DATA

NAME OF WORK

Quantity PerRateSl.

NoDescription of work

DATA SHEET

Amount

Page 365: Schedule of rates for construction works

Page 2Quantity PerRate

Sl.

NoDescription of work Amount

1

1.00 m3 Earth work excavation 41.79 1m3 41.79

Add 100 % extra for foundation 41.79

0.33 m3 Refilling charges 14.70 1m3 4.90

88.48

Rate for 1 m3 Rs. 88.48

2

1.00 m3 Earth work exvavation in all soils 41.79 1m3 41.79

41.79

Rate for 1m3 Rs 41.79

3

1 m3 Earth work exvavation in all soils 41.79 m3 41.79

50 % Extra 20.89

62.68

Rate for 1 m3 Rs. 62.68

4

1.00 m3 Sand for filling 290.40 1m3 290.40

1.00 M3 Refilling charges 13.00 1m3 13.00

303.40

Rate for 1m3 Rs 303.40

5

Sub data for mixing

6.00 Nos Mazdoor Gr I 228.00 Each 1368.00

24.00 Nos Mazdoor Gr II 206.00 Each 4944.00

6312.00

Rate for 1m3 = Rs 6.64 m3

Main Data

0.52 m3 Sand for filling 290.40 m3 150.43

0.69 m3 Gravel 176.80 m3 122.70

1.00 m3 Mixing Charges 6.64 m3 6.64

1.00 m3 Refilling Charges 13.00 m3 13.00

L S Watering and consolidation LS 5.00

297.77

Rate for 1 m3 Rs. 297.80

6

1.00 m3 Refilling excavated earth 14.70 1m3 14.70

14.70

Rate for 1m3 Rs 14.70

Earthwork Open excavation for foundation in all soils and sub

soils and to full depth etc., complete

Earth work excavation for Pavement & Drain in all soils and

sub soils and to full depth etc., complete.

Earthwork excavation for foundation in all soils and sub soils

Supplying and filling in foundation & basement with Sand

Supplying and filling in foundation and basement with Sand

Refilling basement with excavated earth in layers 15cm thick

Page 366: Schedule of rates for construction works

Page 3Quantity PerRate

Sl.

NoDescription of work Amount

7

1.00 m3 Earth for excavated for basement 41.79 m3 41.79

1.00 m3 Unloading 14.40 m3 14.40

5.00 Km Cost of conveyance 5.60 Km 28.00

1.00 m3 Refilling charges 14.70 m3 14.70

98.89

Rate for 1 m3 Rs. 98.89

8

9.00 m3 40mm HBG Stone jelly 788.80 m3 7099.20

4.50 m3 Cment mortar 1:5 1917.75 m3 8629.88

1.80 Nos Mason II Class 326.00 Each 586.80

17.70 Nos Mazdoor Grade I 228.00 Each 4035.60

14.10 Nos Mazdoor Grade II 206.00 Each 2904.60

23256.08

Rate for 1m3 Rs 2325.65

9

10.00 m3 Rough stone 378.80 1m3 3788.00

1.00 m3 Bond stone 501.80 1m3 501.80

3.40 m3 Cement Mortar 1:5 1917.75 1m3 6520.35

7.10 Nos Mason I Class 363.00 Each 2577.30

10.60 Nos Mason II Class 326.00 Each 3455.60

14.10 Nos Mazdoor Grade I 228.00 Each 3214.80

14.10 Nos Mazdoor Grade II 206.00 Each 2904.60

22962.45

Rate for 1 m3 Rs. 2296.25

10

0.14 m3 Cement Mortar 1:4 2313.75 m3 323.93

1.00 Kg Water proofing compound 42.35 Kg 42.35

1.10 No Mason I Class 363.00 Each 399.30

0.50 No Mazdoor I Class 228.00 Each 114.00

1.10 No Mazdoor II Class 206.00 Each 226.60

Total for 10 sq.m. 1106.18

Rate for 1 m2 Rs. 110.70

11

1300.00 Nos. Country Bricks 83/4"X41/4"X23/4" 3985.00 5180.50

0.708 m3 Cement Mortor 1:3 2973.75 2105.42

1.00 Nos. Mason I Class 363.00 363.00

2.00 Nos. Mason II Class 326.00 652.00

2.00 Nos. Mazdoor Grade I 228.00 456.00

4.00 Nos. Mazdoor Grade II 206.00 824.00

9580.92

2.8316

Supplying and filling of conveyed earth with a lead of 5Km for

basement filling etc., complete.

Random Rubble Masonry in C.M. 1:5 (One cement and five

m3

Brick work in Cement Mortar 1:3 - using country bricks of

1000Nos

Cement concrete 1:5:10 - using 40mm HBGS Jelly for

Each

Damp proof course with Cement Mortar 1:4 (One Cement and

Each

Each

Each

Page 367: Schedule of rates for construction works

Page 4Quantity PerRate

Sl.

NoDescription of work Amount

Foundation & Basement Rs. 3383.50 3383.50

Ground Floor Rs. 3383.50 3428.15

First Floor Rs. 3428.15 3517.15

Second Floor Rs. 3517.15 3606.15

12

1300 Nos. Country Bricks 8 3/4" X 41/4" X 23/4" 3985.00 1000 5180.50

0.708 m3 Cement Mortor 1:5 1917.75 1m3 1357.77

1.00 Nos. Mason I Class 363.00 Each 363.00

2.00 Nos. Mason II Class 326.00 Each 652.00

2.00 Nos. Mazdoor Grade I 228.00 Each 456.00

4.00 Nos. Mazdoor Grade II 206.00 Each 824.00

8833.27

2.8316

44.65

Brick work in C.M. 1:5 - using country bricks of size

89.00

89.00

Page 368: Schedule of rates for construction works

Page 5Quantity PerRate

Sl.

NoDescription of work Amount

a) For Foundation & Basement = Rs 3119.45 3119.45

b) Ground Floor Rs. 3119.45 3164.10

c) First floor Rs. 3164.10 3253.10

Second Floor Rs. 3253.10 3342.10

13

1300 Nos. Country Bricks 8 3/4" X 41/4" X 23/4" 3985.00 1000 5180.50

0.708 m3 Cement Mortor 1:6 1653.75 1m3 1170.86

1.00 Nos. Mason I Class 363.00 Each 363.00

2.00 Nos. Mason II Class 326.00 Each 652.00

2.00 Nos. Mazdoor Grade I 228.00 Each 456.00

4.00 Nos. Mazdoor Grade II 206.00 Each 824.00

8646.36

2.8316

a) For Foundation & Basement = Rs 3053.45 3053.45

b) Ground Floor Rs. 3053.45 3098.10

c) First floor Rs. 3098.10 3187.10

Second Floor Rs. 3187.10 3276.10

14

Sub-data

98.50 Rm Casuarina props 10 to 13 cm dia 21.10 Rm 2078.35

Rate for 1 use of shuttering

1.00 Use Cost of Casurina Props 10 to 13cm 2078.35 5use 415.67

0.30 Nos. Carpenter I Class 355.00 Each 106.50

0.30 Nos. Mazdoor Category I 228.00 Each 68.40

L.s Add for Nails 9.30

Rate for 1 use 599.87 599.87

Main Data

10.00 m2 Rate for plane surfaces 405.60 m2 4056.00

1.00 m2 Deduct for strutting as above 599.87 m2 -599.87

3456.13

Rate for 1m2 Rs 345.70 10 m2

15

a)

Sub-data I

Weight of M.S.sheet 90 X 10 gauge =13.46 Kg

Weight of M.S.angle 25 X 25 X 3mm =4.00 Kg

13.46 Kg M.S. Sheet 90 X 60cm X 10BG 36.50 1 Kg 491.29

4.00 Kg M.S. Angle 25 X 25 X 3 mm 36.50 1 Kg 146.00

637.29

L. S.

Add for Cutting, bending and

welding charges L. S. 63.73

701.02

Brick work in C.M. 1:6 - using country bricks of size

89.00

Supplying,erecting and centering for sides and soffits

89.00

44.65

Supplying,erecting and centering supports for Foundation &

44.65

89.00

89.00

Plane surfaces for RCC Roof slab/Floor slab, rectangular

Page 369: Schedule of rates for construction works

Page 6Quantity PerRate

Sl.

NoDescription of work Amount

Sub-data II

19 Nos. M.S. Sheets and angles 701.02 Each 13319.36

Total for 40 uses 13319.36

For 1 use 332.98

0.12 m3 Silver oak joists of size 10x6.50cm

at about 90cm c/c

13060.00 1m3 1567.20

98.5 Rm Casurina props 10 to 13 cm dia at

75cm c/c

21.10 1Rm 2078.35

3645.55

Rate for 1 use 729.11

Main Data

1 Use Cost of M.S. sheets & angles 332.98 1 use 332.98

1 Use Cost of Silver oak joists & Casurina

Props

729.11 5Use 729.11

L. S. Add for Silver oak planks L. S. 29.16

3.8 Nos. Carpenter I class 355.00 Each 1349.00

5.4 Nos. Mazdoor Grade- I 228.00 Each 1231.20

1.00 No. Fitter II Class (Bar pending) 293.00 Each 293.00

L. S. Add for periodical cleaning &

Maintaning MS sheets

36.46

L. S. Add for wedges, nails etc. L. S. 54.56

4055.48

Rate for 1m2 Rs 405.60 10

b)

1.00 m2 For slab, beam etc. 405.60 1m2 405.60

1.00 m2 Add 20% etc., for above work 81.12 1m2 81.12

486.72

Rate for 1m2 Rs 486.80

c)

1.00 m3 Centering for slab, etc., as per (a) 405.60 1 sq.m. 405.60

Add 10% extra 40.56

446.16

Rate for 1 m2 Rs. 446.20

16

98.50 RM Cost of casurina props for 5 uses 21.10 RM 2078.35

Cost of materials for one use 415.67

0.30 Nos. Carpenter I Class 355.00 Each 106.50

0.30 Nos. Mazdoor I Class 228.00 Each 68.40

Add for nails, coirs, etc., 9.30

Total for 10 sq.m. 599.87

Rate for 1 sq.m. per 3m height 59.99

Rate for 1 m2 Rs. 20.00

17

9.00 m3 20mm HBG stone jelly 1080.80 1 m3 9727.20

4.5 m3 Sand for mortar 290.40 1m3 1306.80

3231 Kg. Cement 5500.00 1MT 17770.50

Cement concrete 1:2:4 (One cement,two sand and four stone

Providing additional strutting to centering of RCC slabs of plain

For 5 uses

For plane surfaces such as vertical slab, side slabs of

Plane surfaces for RCC Square columns, top and bottom slab

Cost of M.S. Sheets, M.S. angles, Silver oak joists and

Page 370: Schedule of rates for construction works

Page 7Quantity PerRate

Sl.

NoDescription of work Amount

3.5 Nos Mason II Class 363.00 Each 1270.50

21.2 Nos Mazdoor Grade- I 228.00 Each 4833.60

35.3 Nos Mazdoor Grade- II 206.00 Each 7271.80

42180.40

Rate for 1m3 = 4218.10 10m3

Add vibrating charges= 35.25

Rate for 1 m3 4253.35

a) For Foundation & Basement = Rs 4253.35 4253.35

b) For Ground Floor=Rs. 4253.35 4298.00

c) For First Floor =Rs. 4298.00 4387.00

For Second Floor 4387.00 4476.00

18

9.00 m3 20mm Machine Crushed Stone Jelly 1080.80 m3 9727.20

4.50 m3 Sand for mortar 290.40 m3 1306.80

4308.00 kg Cement 5500.00 kg 23694.00

3.50 No Mason II Class 326.00 No 1141.00

21.20 No Mazdoor I Class 228.00 No 4833.60

35.30 No Mazdoor II Class 206.00 No 7271.80

Total for 10 cu.m. 47974.40

4797.50

Add for vibration charges 35.25

Rate for 1 cu.m. 4832.75

a Foundation and Basement 4832.75 4832.75

b For Ground floor 4832.75 44.65 4877.40

c For First floor 4877.40 89.00 4966.40

d For Second floor 4966.40 89.00 5055.40

19

9.00 M3 Broken jelly 40mm 788.80 M

3 7099.20

4.50 M3 Cement mortar 1:3 2973.75 M

3 13381.88

1.80 Nos Mason II class 326.00 Each 586.80

17.70 Nos Mazdoor I class 228.00 Each 4035.60

14.10 Nos Mazdoor II class 206.00 Each 2904.60

28008.08

Foundation & Basement Rs. 2800.90

Ground Floor 2800.90 2845.55

First Floor 2845.55 2934.55

Second Floor 2934.55 3023.55

20

1.00 Qtl. Cost of steel 48000.00 MT 4800.00

1.00 Kg. Cost of binding wire 48.00 Kg 48.00

3.50 Nos. Fitter I Class (Bar bending) 316.00 Each 1106.00

5954.00

Rate for 1 Qtl Rs. 5954.00

89.00

89.00

Cement Concrete 1:1-1/2:3 (One Cement, One and a half

44.65

89.00

Supplying,fabricating and placing of MS/RTS rods for all RCC

Cement concrete 1:3:6 using 40mm HBGS Jelly for Dummy

89.00

44.65

Page 371: Schedule of rates for construction works

Page 8Quantity PerRate

Sl.

NoDescription of work Amount

21

9.0 m3 40mm HBG Stone jelly 788.80 1m3 7099.20

4.5 m3 Cment mortar 1:5 1917.75 1m3 8629.88

1.8 Nos Mason II Class 363.00 Each 653.40

17.7 Nos Mazdoor Grade I 228.00 Each 4035.60

14.1 Nos Mazdoor Grade II 206.00 Each 2904.60

23322.68

Rate for 1m3 Rs 2332.30

22

a) Foundation & Basement

1.08 m3 Brick Work in C.M. 1:3 3383.50 1m3 3654.18

1.00 No. Mason I Class 363.00 Each 363.00

4017.18

Rate for 1 m2 Rs. 401.80 10

b) Ground Floor

1.08 m3 Brick Work in C.M. 1:3 3428.15 1m3 3702.40

1 No. Mason I Class 363.00 Each 363.00

4065.40

Rate for 1 m2 Rs. 406.60 10

c) First Floor

1.08 m3 Brick Work in C.M. 1:3 3517.15 1m3 3798.52

1 No. Mason I Class 363.00 Each 363.00

4161.52

Rate for 1 m2 Rs. 416.20 10

d) Second Floor

1.08 m3 Brick Work in C.M. 1:3 3606.15 1m3 3894.64

1 No. Mason I Class 363.00 Each 363.00

4257.64

Rate for 1 m2 Rs. 425.80 10

23

10.00 m2 Marble slab 1200x600x18mm 935.00 m2 9350.00

0.21 m3 Cement Mortar 1:3 2973.75 m3 624.49

18.00 Kg White Cement 23.00 Kg 414.00

3.00 No Mason I class 363.00 No 1089.00

1.25 No Mason II class 326.00 No 407.50

0.50 No Stone cutter I 280.00 No 140.00

8.00 No Mazdoor I class 228.00 No 1824.00

7.00 No Mazdoor II class 206.00 No 1442.00

LS Cutting blade @ 12% of Labour

charges

L.S. 588.30

1.25 No Rough (20) 60.50 No 75.63

0.75 No Medium (200) 84.70 No 63.53

0.30 No Nice (300) 96.80 No 29.04

Brick partition wall in C.M. 1:3 -using country brick of size

Paving the flooring with white Adanga Marble slab of size

Cement concrete 1:5:10 - using 40mm HBGS Jelly for

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Sl.

NoDescription of work Amount

1.00 Kg Oxalic Acid 39.80 Kg 39.80

0.25 Kg Tin oxide 159.00 Kg 99.38

1.00 Kg Marble Powder 4.80 Kg 4.80

0.50 Kg Cotton Waste 9.20 Kg 4.60

1.00 m2 Kithan Bag 10.80 m2 10.80

1.00 Day Hire charges for polishing machine 173.25 Day 173.25

2.00 Units Electrical current consumption

charges

9.90 Units 19.80

16399.90

Rate for 1 m2 Rs. 1640.00

24

10.00 sq.m. Marbonite Tiles 600 x 600 x 8mm 990.00 sq.m. 9900.00

0.21 cu.m. Cement Mortar 1:3 2973.75 cu.m. 624.49

4.00 Kg White Cement mixed with colour

pigments

26.65 Kg 106.60

1.20 Nos. Mason I Class 363.00 Each 435.60

1.00 Nos. Mason II Class 326.00 Each 326.00

0.50 Nos. Stone Cutter I Class 280.00 Each 140.00

1.00 Nos. Mazdoor I Class 228.00 Each 228.00

1.00 Nos. Mazdoor II Class 206.00 Each 206.00

0.50 Kg Cotton Waste 9.20 Kg 4.60

Total for 10 sq.m. 11971.29

Rate for 1 m2 Rs. 1197.20

25

10.50 m2 Kotta stone slab 20 mm thick 533.00 m2 5596.50

0.21 m3 Cement Mortar 1:3 2973.75 m3 624.49

64.00 Kg Cement for slurry 4.72 Kg 302.08

3.00 No Mason I class 363.00 No 1089.00

1.25 No Mason II class 326.00 No 407.50

5.00 No Mazdoor I class 228.00 No 1140.00

4.00 No Mazdoor II class 206.00 No 824.00

1.10 No Floor polisher 281.00 No 309.10

1.00 Day Hire charges 173.25 Day 173.25

0.50 Kg Coton wast 9.20 Kg 4.60

2.00 Units Electricity 9.90 Units 19.80

Sundries for Polish stone 61.82

10552.14

Rate for 1 m2 Rs. 1055.30

Paving the floor with Rajastan Kotta stone of size

Paving the floor with best quality Morbonite Tiles of size 600

x 600 x 8mm of approved colour laid in cement mortar 1:3

(one cement and three sand) 20mm thick in all floors etc.,

complete.

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26

0.21 m3 Cement Mortar 1:3 2973.75 m3 624.49

3.00 Kg White Cement 23.00 Kg 69.00

1.20 Nos. Mason I Class 363.00 Each 435.60

1.00 Nos. Mason II class 326.00 Each 326.00

0.5 Nos Stone cutter I 280.00 Each 140.00

1.00 Nos. Mazdoor Grade- I 228.00 Each 228.00

1.00 Nos. Mazdoor Grade- II 206.00 Each 206.00

0.50 Kg. Cotton waste 9.20 Kg 4.60

50.00 Gm Colouring pigments 26.65 Gm 1.33

2035.02

Rate for 1m2 Rs 2035.02

a) 305 x 305 x 6mm Plain Tiles all colours

108 No Cost of Ceramic Plain tiles 36.30 No 3920.40

10 m2 Labour charges 2035.02 m2 2035.02

Rate for 10M2

5955.42

Rate for 1 m2 Rs. 595.60

b) 305 x 305 x 6mm Dsign Tiles all colours

108 No Cost of Design Ceramic tiles 50.80 No 5486.40

10 m2 Labour charges 2035.02 m2 2035.02

Rate for 10M2

7521.42

Rate for 1 m2 Rs. 752.20

27

10.00 m2 Anti skid tiles 300 x 300 x 20mm 484.00 m2 4840.00

0.21 m3 Cement Mortar 1:3 2973.75 m3 624.49

4.00 Kg Colour cement 26.65 Kg 106.60

1.10 Nos. Mason I class 363.00 Nos. 399.30

2.70 Nos. Mason II class 326.00 Nos. 880.20

2.70 Nos. Mazdoor I class 228.00 Nos. 615.60

3.30 Nos. Mazdoor II class 206.00 Nos. 679.80

L.S. Add extra for pointing L.S. 0.26

8146.25

Rate for 1 m2 Rs. 814.60

28

Sub Data

9.00 m3 10-12mm Size HBGS Jelly 878.30 m3 7904.70

4.50 m3 Cement mortar 1:2 4293.75 m3 19321.88

1.80 Nos Mason II class 363.00 Each 653.40

17.70 Nos Mazdoor I class 228.00 Each 4035.60

14.10 Nos Mazdoor II class 206.00 Each 2904.60

34820.18

Rate : Rs: 3482.00

Paving the floor finish with Ceramic tiles of size 305 x 305 x

6mm in C.M. 1:3 -20mm thick etc., complete.

Paving flooring with pre-polished Anti skid tiles 300 x 300 x

Providing Granolithic finishing with PCC 1:2:4-using 10-12mm

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a) 25mm Thick

0.25 M3 Cement 1:2:4-10-12mm chips 3482.00 1M

3 87.05

Add for rubbing the top to smooth &

thrading

4.82

Rate for 10M2

91.87

Rate for 1 m2 Rs. 91.90

29

Main Data

10.5 m3Cut stone roughly dressed not less

than 10cm thick3265.00 m3 34282.50

1.6 m3 Cement Mortar 1:4 2313.75 m3 3702.00

10.6 Nos Mason I Class 363.00 Each 3847.80

24.7 Nos Mason II Class 326.00 Each 8052.20

35.3 Nos Mazdoor Category I 228.00 Each 8048.40

28.2 Nos Mazdoor Category II 206.00 5809.20

63742.10

Rate for 1 m3 Rs. 6374.30

30

10.00 M2 Granite Slab 20mm thick 1815.00 1M2 18150.00

0.21 M3 Cement Mortar 1:3 2973.75 M3 624.49

1.10 Nos Mason I class 363.00 Each 399.30

2.70 Nos Mason II class 326.00 Each 880.20

2.70 Nos Mazdoor I class 228.00 Each 615.60

3.30 Nos Mazdoor II class 206.00 Each 679.80

0.50 Nos Stone cutter-I class 280.00 Each 140.00

14.00 Nos Cement slurry 5500.00 Each 77.00

0.50 Kg Cotton waste 9.20 1Kg 4.60

4.00 Kg Colour cement 26.65 1Kg 106.60

21677.59

Rate for 1 m2 Rs. 2167.80

31

Sub-Data for Pointing

0.01 m3 Cement mortar 1:3 2973.75 m3 29.74

1.60 Nos. Mason II Class 326.00 Each 521.60

0.50 Nos. Mazdoor I Class 228.00 Each 114.00

1.10 Nos. Mazdoor II Class 206.00 Each 226.60

LS Add for black oxide LS 2.97

Total for 10 sq.m. 894.91

Rate for 1 sq.m. 89.50

MAIN DATA

10.50 m2 Cuddapah Slab 40mm 330.00 m2 3465.00

0.21 m3 Cement Mortar 1:3 2973.75 m3 624.49

10.00 m2 Pointing with CM 1:3 89.50 m2 895.00

1.10 Nos. Mason I Class 363.00 Each 399.30

2.10 Nos. Mason II Class 326.00 Each 684.60

Paving the floor finish with Cut Stone flooring in cement

mortar 1:3 using cut stone roughly dressed etc., complete.

Paving the floor with fine polished Cuddapah Stone slab of

Paving the floor with Granite slab in CM 1:3, 20mm thick for

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NoDescription of work Amount

2.20 Nos. Mazdoor I Class 228.00 Each 501.60

1.10 Nos. Mazdoor II class 206.00 Each 226.60

Total for 10 sq.m. 6796.59

Rate for 1 m2 Rs. 679.70

32

450.00 Nos. White glazed tiles 8.45 1 No. 3802.50

0.10 m3 Cement Mortar 1:2 4293.75 1m3 429.38

4.00 Kg. White cement 23.00 1Kg. 92.00

1.10 Nos. Mason I class 363.00 Each 399.30

4.10 Nos. Mason II Class 326.00 Each 1336.60

2.70 Nos. Mazdoor Gr I 228.00 Each 615.60

3.30 Nos. Mazdoor Gr II 206.00 Each 679.80

7355.18

Rate for 1 m2 Rs 735.60 10

33

450.00 Nos. Plain colour Glazed Tiles 9.65 1 No. 4342.50

0.10 m3 Cement Mortar 1:2 4293.75 1m3 429.38

4.00 Kg. Colour Cement 26.65 1Kg. 106.60

1.10 Nos. Mason I class 363.00 Each 399.30

4.10 Nos. Mason II Class 326.00 Each 1336.60

2.70 Nos. Mazdoor Gr I 228.00 Each 615.60

3.30 Nos. Mazdoor Gr II 206.00 Each 679.80

7909.78

Rate for 1 m2 Rs 791.00 10

34

450.00 Nos. Printed glazed tiles 11.40 1 No. 5130.00

0.10 m3 Cement Mortar 1:2 4293.75 1m3 429.38

4.00 Kg. Colour Cement 26.65 1Kg. 106.60

1.10 Nos. Mason I class 363.00 Each 399.30

4.10 Nos. Mason II Class 326.00 Each 1336.60

2.70 Nos. Mazdoor Gr I 228.00 Each 615.60

3.30 Nos. Mazdoor Gr II 206.00 Each 679.80

8697.28

Rate for 1 m2 Rs 869.80 10

34

10.00 Nos. Granite tiles 726.00 1 No. 7260.00

0.10 m3 Cement Mortar 1:2 4293.75 1m3 429.38

4.00 Kg. Colour Cement 26.65 1Kg. 106.60

1.10 Nos. Mason I class 363.00 Each 399.30

Dadooing the side of wall with Plain colour glazed tiles of

150x150x6mm in C.M. 1:2 -10mm thick etc., complete.

Dadooing the side of wall with Printed glazed tiles of

150x150x6mm in C.M. 1:2 -10mm thick etc., complete.

Dadooing the side of wall with Granite tiles of 150x150x6mm

in C.M. 1:2 -10mm thick etc., complete.

Dadooing the side of wall with white glazed tiles of

150x150x6mm in C.M. 1:2 -10mm thick etc., complete.

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NoDescription of work Amount

4.10 Nos. Mason II Class 326.00 Each 1336.60

2.70 Nos. Mazdoor Gr I 228.00 Each 615.60

3.30 Nos. Mazdoor Gr II 206.00 Each 679.80

10827.28

Rate for 1 m2 Rs 1082.80 10

35

a) 25mm thick slab

1 m2 Cost of cuddapah slab 304.00 m2 304.00

1 m2 Labour for fixing 34.65 m2 34.65

Add for cement mortar & Bkicj oxide 20.00

358.65

Rate for 1 m2 Rs. 358.65

Supplying and fixing following thick of Cuddapah slab for

cupboard shelf etc., complete.

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18

12.8 m3 Brick jelly 20 mm 582.40 1m3 7454.72

5 m3 Slacked Lime 912.20 1m3 4561.00

1.8 Nos Mason I Class 363.00 Each 653.40

17.7 Nos Mazdoor Grade- I 228.00 Each 4035.60

14.1 Nos Mazdoor Grade- II 206.00 Each 2904.60

19609.32

Rate for 1m3 Rs 1960.95

19

Sub Data for Pointing

0.04 m3 Cement Mortar 1:3 2973.75 1m3 118.95

0.384 Kg. Water Proofing Compound 42.35 1Kg. 16.26

2.2 Nos Mason II Class 326.00 Each 717.20

0.5 Nos Mazdoor Grade- I 228.00 Each 114.00

1.1 Nos Mazdoor Grade- II 206.00 Each 226.60

1193.01

Rate for 10 m2 1193.01

Main Data for Laying

189.00 Nos. Pressed Tiles 23x23x2Cm 12452.15 1000 2353.46

0.12 m3 Cement Mortar 1:3 2973.75 1m3 356.85

10.00 m2 Pointing with C.M. 1:3 1193.01 10m2 1193.01

1.15 Kg. Water proofing Compound 42.35 1Kg. 48.79

1.10 Nos Mason I Class 363.00 Each 399.30

2.10 Nos Mason II Class 326.00 Each 684.60

2.20 Nos Mazdoor Gr I 228.00 Each 501.60

Finishing the roof with New Machine Pressed tiles of 23x23x2cm in

Weathering course concrete with broken brick jelly of 20mm gauge in

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NoDescription of work Amount

1.10 Nos Mazdoor Gr II 206.00 Each 226.60

5764.21

10 m2

Rate for 1m2 Rs 576.40

20

1 Rm Cost of Door Frame 427.00 1Rm 427.00

427.00

Rata for 1 Rm Rs. 427.00

18

a) Double Leaf

For Double leaves door of 1.5x2.1m

Area of shutter = 2x0.705x2.05= 2.89 m2

Requirement on lipping = 2[2(0.705+2.05)] 11.02 Rm

Shutter

2x0.69+2.035 2.89

Add 10% extra 0.29

3.18 M2

Main Data

3.18 m2 MDF door 35mm thick 1573.00 m2 5002.14

11.02 Rm Teak wood lipping 14.00 Rm 154.28

2.89 m2 Labour charges 577.30 2.52 662.06

Furniture fittings:

6.00 No Aluminium hinges with nylon 69.85 No 419.10

1.00 No Aluminium aldrop 250mmx16mm 158.40 No 158.40

2.00 No Aluminium tower bolt 200mmx12mm 64.05 No 128.10

1.00 No Aluminium tower bolt 250x12mm 76.20 No 76.20

2.00 No Aluminium D type handle 200mm Long 56.50 No 113.00

1.00 No Stopper 60mm 44.40 No 44.40

1.00 No Rubber bush 24.20 No 24.20

LS For metal, screw, and adhesive LS 58.52

6840.40

Rate for 1 m2 Rs. 2367.00

16

Single Leaf

Supplying and fixing of MDF Door Shutter using MDF board of exterior

grade both sides prelaminated of 35mm thick etc., complete.

Supplying and fixing in position CRCA Box type door frame section of

Manufacturing,supplying and fixing of Steel Door made out of

40x40x6mm MS angle section etc., complete.

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NoDescription of work Amount

Outer frame 40x40x6mm MS angle at 3.50 Kg

Shutter frame 35x35x5mm at 2.60 kg/m

Tie bar to avoid twisting of frames at the bottom with 32x6mm MS flat

Addl. Flat MS 32x3mm at one side of the shutter to conceal the gap between

the shutter

Stiffners by using 18x5mm MS flats at rear side (having 3 horizontal

and 4 diagonal)

Materials required

Outer frame V2 x 2.10= 4.20

H1 x 0.0988= 1.00

4.20 14.7

Shutter frame

V2 x 2.088 4.18

H2 x 0.988 1.98

6.16 2.6 kg/m 16.02

Tie bar by using 32x6mm=1 x 0.99 x 1.50=1.49 Kg

Lock rail for fixing

aldrop in MS flat 32x6mm=1x0.99x1.50=1.49 kg

Stiffeners at rear side

Horizontal:1x0.99x3x0.70=2.08

Diagonal:1x1.20x6x0.70=5.08 kg

32x3mm in one side 44.79 kg

Total weight 2.22 kg

Add 5% wastage 47.19 kg

Area of CR sheet required: 1x0.988x2.09x9.80=20.22 kg

Add 5% wastage

Painting area:1x2.10x1x2.20=4.62 kg

MAIN DATA

47.19 Kg MS angles and flats 48.00 Kg 2265.12

20.21 Kg CR sheet 18 gauge 47.00 Kg 949.87

67.40 Kg Labour for cutting sheets, welding 20.80 Kg 1401.92

4.62 m2 Red oxide primer 145.50 m2 672.21

Furniture fittings

6.00 No Hold fasts using 40x40x6mm angle 47.00 No 282.00

2.00 No Heavy duty hinges 300mm length 69.85 No 139.70

2.00 No Tower bolts 250mm 76.20 No 152.40

2.00 No Aldrop 250x16mm 158.40 No 316.80

1.00 No MS angles of heavy duty 48.00 No 48.00

2.10 m2 Labour charges for fixing the door 59.40 m2 124.74

L s Conveyance charges s 90.47

6443.23

2.10

Rate for 1m2 Rs 3068.30

b) Double Leaf

MAIN DATA

63.11 Kg MS angles and flats 48.00 Kg 3029.28

3.50

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NoDescription of work Amount

25.10 Kg CR sheet 18 gauge 47.00 Kg 1179.70

84.00 Kg Labour for cutting sheets, welding 20.80 Kg 1747.20

5.54 m2 Red oxide primer 145.50 m2 806.07

Furniture fittings

6.00 No Hold fasts using 40x40x6mm angle 47.00 No 282.00

4.00 No Heavy duty hinges 300mm length 69.85 No 279.40

2.00 No Tower bolts 250mm 76.20 No 152.40

1.00 No Aldrop 250x16mm 158.40 No 158.40

2.00 No MS angles of heavy duty 48.00 No 96.00

2.52 m2 Labour charges for fixing the door 59.40 m2 149.69

L s Conveyance charges s 134.95

8015.09

2.52

Rate for 1m2 Rs 3180.60

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17

Size of window : 1.20 x 1.30

Area : 1.20 x 1.30 = 1.56 M2

Outer Frame :F7D section 33x25x3mm

H = 2x1.20x1.419kg/m2 = 3.41

V = 2x1.30x1.419kg/m = 3.70

Shutter frame F7D section (33x25x3mm)

H : 2x2x0.56x1.419xkg/m 3.18

V : 2x2x1.26x1.419 kg/m 7.15

Mullion : J section Fk4'B' section

1x1.26x2.28 kg/m 2.87

Total 20.30

Add 5% wastage 1.02

Total 21.32 Kg

Ms flats for stiffeners 18x5mm size

H : stiffeners 2x3x0.54x0.70kg/m 2.27

V : stiffeners 2x4x0.08x0.70 kg/m 0.45

Add 5% wastage 0.14

Total 2.86 kg

CR sheet of 18 gauge (9.80kg/m2)

1x1x1.15x1.25 14.11

Add 5% wastage 0.71

Total 14.82

Protective MS rods of 12mm dia

12x1.20x1.13 kg/m 16.27

Add 5% wastage 0.81

Total 17.08

Priming coat area

1x1x1.20x1.30x2.20 3.43 m2

Main Data

21.32 Kg Special steel section 12.00 Kg 255.84

2.86 Kg Cost of MS flat 48.00 Kg 137.28

14.82 Kg Cost of CR sheet 48.00 Kg 711.36

17.08 Kg Cost of MS rods 12mm dia 48.00 Kg 819.84

16.27 Kg Fixing of MS rods 7.70 Kg 125.28

37.13 Kg Labour charges for cutting sheet 15.00 Kg 556.95

1.56 m2 Labour charges for fixing window 75.00 m2 117.00

Supplying and fixing in positional fully CR Sheet Panelled Steel

Window with Openable shutter frames etc., complete.

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NoDescription of work Amount

2.00 No Windows stay 35.00 No 70.00

4.00 No Hold fast 35.00 No 120.00

4.00 No Hings 69.85 No 20.00

2.00 No Handle & stopper 56.50 No 103.00

3.43 m2 Priming coat 26.00 m2 23.75

L s Scaffolding, conveyance charges 133.90

3194.20

Rate for 1 m2 Rs. 2047.60 1.56

21

Rate as per schedule of rates 2875.00 m2 2875.00

Rate for 1m2 = Rs 2875.00

24

Frame section horizontal

2x0.90x1.419 Kg = 2.554 Kg

Vertical

2x0.60x1.419Kg = 1.703 Kg

Internal mullion

1x0.6x2.28 Kg = 1.368 Kg

Shutter Horizontal

2x2x0.42x1.419 = 2.380 Kg

Vertical

2x2x0.56x1.419 = 3.178 Kg

Glazing bar section

2x1x0.38x1.036 = 0.787 Kg

11.970 Kg

Glazed Panell area

0.9x0.60 0.54 m2

TW beading

2x2x2x(0.38+0.27) = 5.20 Rm

12mm MS rods

5x0.90x1.13 Kg = 5.09 Kg

Main Data

11.97 Kg Steel Section including fabrication 48.00 Kg 574.56

5.09 Kg MS Steel rods 48.00 Kg 244.32

5.09 Kg Fixing of steel rods 7.70 Kg 39.19

0.54 m2 Plain glass 3mm thick 242.00 m2 130.68

5.2 Rm TW beading 14.40 Rm 74.88

0.54 m2 Labour charges (asper steel window) 75.00 m2 40.50

1.08 m2 Priming coat 20.20 m2 21.82

LS Furniture fittings such as stay hinges etc., LS 21.00

LS Sundries for dismandling and redoing LS 11.63

1158.58

Rate for 1 m2 Rs. 2145.60 0.54

Supplying and fixing of PVC Doors made out of PVC section panels

overall dimension of 59x24mm etc., complete.

Supplying and fixing in position of Steel Glazed Ventilator of openable

shutters (side hungs) etc., complete.

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27

1.00 kg Rate as per schedule of rate 12.00 12.00

Rate for 1 Kg Rs. 12.00

24

Consider a size of 1.20x2.10 2.52 M3

Outer Frame

Veritical=1x2x2.10x0.10x0.035 0.015 M3

Horizontal=1x2x1.20x0.10x0.035 0.0084 M3

0.0234 M3

Shutter frame=Vertical 0.0182 M3

Horizontal=2x2x0.45x0.075x0.032 0.0065 M3

0.0247 M3

0.0234+0.0247 0.0481 M3

(i)Shutter area=prelaminated borad = 1.290 m2

10%Wastage 0.130

1.420 m2

(ii)Shutter area-fully glazed with 4mm thick 1.29

20% Wastage 0.26

1.55 m2

(ii)Shutter area -1/3 PLB+2/3 glazed at top 0.23

Prelaminted Board1/3 (Area) 0.44

10%Wastage 0.04

0.48 m2

1/2PLB+2/3Glass

2x1.14x0.375 0.860

20% Wastage 0.170

1.030 m2

Sub Data for Labour Charges

4.50 Nos Corpender I cllass 355.00 Nos 1597.50

13.20 Nos Corpender II cllass 326.00 Nos 4303.20

8.80 Nos Mazdoor I class 228.00 Nos 2006.40

7907.10

Main Data

0.0454 M3 C.W. scantling below 4m length 28790.00 M

3 1307.07

0.0454 M3 Labour for wrought & putup 5117.00 M

3 232.31

1.42 M2 Prelaminated board of 8mm thick 935.00 M

2 1327.70

1.29 M2 Labour charges 100.00 M

2 129.00

6.00 Nos Aluminum Hinges 100x30mm 56.10 Each 336.60

2.00 Nos D type Handle 100mm 31.10 Each 62.20

2.00 Nos Aluminum tower bolts 75x10mm 31.10 Each 62.20

1.00 Nos Cupboard lock 75.00 Each 75.00

L.S Screws nails, fixing tower bolt etc. LS 38.00

LS Painting for frames LS 30.00

3600.08

Rate for 1 m2 Rs. 1428.60 2.52

Supplying and fixing M.S.Steel Grill works including painting one coat

Manufacturing,supplying and fixing of Cupboard Shutter using 12mm

1kg

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3.00 Rm Cost of 110mm dia PVC pipes 169.70 1Rm 509.10

1.00 Nos Plumber I Class 316.00 Each 316.00

3.00 Nos 110mm dia PVC Shoe 72.70 7.80 27.96

3.00 Nos 110mm dia PVC Bend 90.60 7.80 34.85

3.00 Nos GI Greating 24.20 7.80 9.31

2.00 Nos PVC Clamp 12.10 Each 24.20

Sundries for cement 0.62

922.04

Rate for 1Rm Rs 307.30 3.00

24

0.10 m3 Cement Mortar 1:3 2973.75 1m3 297.38

1.10 Nos Mason I Class 363.00 Each 399.30

1.10 Nos Mazdoor Grade- I 228.00 Each 250.80

1.10 Nos Mazdoor Grade- II 206.00 Each 226.60

1174.08

Rate for 1m2 Rs 117.40 10

25

0.14 m3 Cement Mortar 1:5 1917.75 1m3 268.49

1.1 Nos Mason I Class 363.00 Each 399.30

0.5 Nos Mazdoor Grade- I 228.00 Each 114.00

1.1 Nos Mazdoor Grade- II 206.00 Each 226.60

1008.39

Rate for 1m2 Rs 100.80 10 m2

32

0.14 m3 Cement Mortar 1:3 2973.75 1m2 416.33

1.344 Kg Water Proofing compound 42.35 1 Kg 56.92

1.10 Nos Mason I Class 363.00 Each 399.30

0.50 Nos Mazdoor Grade- I 228.00 Each 114.00

1.10 Nos Mazdoor Grade- II 206.00 Each 226.60

1213.14

Rate for 1m2 Rs 121.30 10 m2

32

0.22 m3 Cement Mortar 1:3 2973.75 1m2 654.23

2.20 Nos Mason I Class 280.00 Each 616.00

0.50 Nos Mazdoor Grade- I 271.00 Each 135.50

3.20 Nos Mazdoor Grade- II 258.00 Each 825.60

2231.33

Rate for 1m2 Rs 223.10 10 m2

27

0.05 m3 Shell Lime 1180.00 1m3 59.00

1.1 Nos. Mason II Class 326.00 Each 358.60

0.3 Nos. Mazdoor Grade- I 228.00 Each 68.40

Supplying and fixing PVC Rain Water Down fall Pipes of following

Plastering with cement mortar 1:3 (one cement and three sand) 20mm

Special ceiling plastering in C.M.1:3-using10mm thick inall RCC

White washing one coat using shell lime in all floors including cost of

Plastering with Cement mortar 1:5 (One cement and five sand) 12mm

Plastering with cement mortar 1:3 (one cement and three sand) 12mm

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1.9 Nos. Mazdoor Grade- II 206.00 Each 391.40

L. S. Add for Gum, Conjee, Brushes etc. L. S. 4.45

881.85

Rate for 1m2 Rs 8.80 10

8

0.07 m3 Shell Lime 890.00 1m3 62.30

1.6 Nos. Mason II Class 175.00 Each 280.00

0.5 Nos. Mazdoor Category I 123.00 Each 61.50

2.7 Nos. Mazdoor Category II 111.00 Each 299.70

L. S. Add for Gum, Conjee, Brushes etc. L. S. 8.60

712.10

Rate for 1m2 Rs 7.10 10

29

1 m2 White washing two coats 7.10 1m2 7.10

Add 50% for colur pigments 3.55

10.65

Rate for 1m2 Rs 10.65

White washing two coats using freshly burnt shell lime in all floors

Colouring washing two coats using shell lime including cost of all

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23

Door size 1.50mx2.10 m Double leaf

door outer frame [email protected]/m

Vertical 1x2x2 4.20 m

Horizondal 1x1x1.50 1.50 m

5.70 mx2.319 Kg/m13.22 Kg

Door Shutter

vertical top [email protected]/m 8.40

vertical =2x2x2.10 1.21

Top=1x2x.606 9.61 mx1.202 Kg/m 11.50

Lock rail=50x44.45x25mm @1.292 kg/m

Lock rail=52x.605 1.21 mx1.292 Kg/m 1.56

Bottom rail section

100.40x44.45x2.50m @ 1.974kg/m

Bottm rail section=2x.606 1.21 mx1.974 Kg/m 2.39

Alu.Clip 17.15x17.27x1.50m @ 0.176kg/m

2x2x2x2x(0.605+0.925) 24.48 mx0.176Kg/m 4.31

Horizondal 2x2x0.655 2.62 mx.988 Kg/m 2.59

35.62 kg

Supplying fabricating and fixing of Aluminium anodised colour matt

finish half panelled and half glazed Single Leaf Door the outer frame

shall be made out of aluminium box section

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Add 10% wastage 3.56 kg

12 mm pe laminated partical board 39.18 kg

Bottom=1x2x.606x.925 1.12 m2

Add 10% wastage 0.11 m2

1.23 m2

5.50mm thick glass

Top portion=1x2x0.606x0.925 1.12 m2

Add 20% wastage 0.22 m2

Rubber beeding=2x2x(.605+.925)

PVC belt=2x2x2.05=8.20

MAIN DATA

39.18 kg Alu. Section 220.00 kg 8619.60

1.23 m2 12 mm pre laminated MDF particle board 750.00 m2 922.50

1.34 m2 5.50 mm thick glass 2.89 m2 3.87

6.12 rm Rubber beeding 30.00 rm 183.60

8.20 rm PVC belt 7.00 rm 57.40

3.15 m2 Labour charges 180.00 m2 567.00

1.00 no Lock 2.89 no 2.89

2.00 no Alu.tower bolt 250x12 mm 0.29 no 0.58

1.00 no Alu.tower bolt 200x12 mm 50.00 no 50.00

2.00 no Door stopper with bush 35.00 no 70.00

2.00 no Automatic door closer 750.00 no 1500.00

2.00 Set Pivot arrangements 120.00 Set 240.00

2.00 no Floor sprink 14.00 no 28.00

LS Alu. Angles, screen dismantling and redoing LS 43.60

12289.04

3.15

Rate for 1 m2 Rs. 3901.30

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37

9.00 m3

Broken Stone ( 20 mm size ) 836.00 M3 7524.00

4.50 m3

Cement Mortar 1:2 4293.75 M3 19321.88

1.80 Nos Mason II nd Class 175.00 Each 315.00

Plain Cement Concrete 1:2:4 - using 20mm jelly for wearing coat etc.,

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17.70 Nos Mazdoor Category I 123.00 Each 2177.10

14.10 Nos Mazdoor Category II 111.00 Each 1565.10

30903.08

Rate for 1m3 Rs 3090.30 10

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25

a) 50 mm thick:

Consider a slab of size - 1.00 m X 0.45 m Area = 0.45 m2

Qty. Of Concrtete required= 1.00 X 0.45 X 0.05 = 0.0225 m3

C.W. required = 3.3x0.05x0.025 = 0.0041m3

Labour for Wrought & put up

4.5 Nos. Carpenter I class 190.00 Each 855.00

13.2 Nos. Carpenter II class 175.00 Each 2310.00

8.8 Nos. Mazdoor Category I 123.00 Each 1082.40

Rate for 1 M3 4247.40 per m3 4247.40

Moulding charges:

0.0041 m3 Silver Oak 10340.00 1 m3 42.39

0.0041 m3 Labour for wraught and putup 4247.40 1m3 17.41

Rate for 5 uses = 59.81

Rate for 1 use = 11.96 per 1use

Sub Date for Cement Concrete 1:2:4

9.00 M3 Broken stone 20mm 836.00 1M

3 7524.00

3231.00 kg Cement 4700.00 1MT 15185.70

4.50 M3 Sand for mortar 254.00 1M

3 1143.00

3.50 Nos Mason II class 175.00 Each 612.50

21.20 Nos Mazdoor I class 123.00 Each 2607.60

35.30 Nos Mazdoor II class 111.00 Each 3918.30

30991.10

Rate for 1 m3 Rs. 3099.10

Main-data:

0.0225 m3 Cement Concrete 1:2:4 3099.10 1m3 69.73

1 use Molding charges 11.96 1use 11.96

L. S. Add for curing, lifting and fixing

in position etc. Complete. L. S. 1.38

83.07

Rate for 1 m2 Rs. 184.60 0.45

b) 75 mm thick:

Consider a slab of size - 1.20 m X 0.50 m

Qty. Of Concrtete required = 1.20 X 0.50 X 0.075 = 0.045 m3

C.W. required = 3.80 X 0.075 X 0.025 = 0.0071 m3

Casting and fixing in position RCC Precast slab in C.C.1:2:4-20mm jelly

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Moulding charges:

0.0071 m3 CW scantling upto 4m length 22680.00 1m3 161.03

0.0071 m3 Labour for wraught and putup 4247.40 1m3 30.16

L.s Add for nails 38.20 L.s 2.35

193.53

Rate for 1 uses = 38.71 per 1use 5

Main-data:

0.0450 m3 Cement Concrete 1:2:4 3099.10 1m3 139.46

1 use Molding charges 38.71 1use 38.71

L.s Add for finishing L.s 1.87

180.04

Rate for 1 m2 Rs. 300.10 0.60

50

a) 110mm dia PVC Soil Pipes

1.83 Rm Cost of 110mm dia PVC pipes 210.00 1Rm 384.30

0.40 Nos Plumber I Class #REF! Each #REF!

0.25 Nos Stone Cutter II Class #REF! Each #REF!

0.75 Nos Mazdoor Gr I #REF! Each #REF!

2.00 Nos Special P.V.C Clamps 10.00 Each 20.00

20.00 gm PVC adhesive 30.00 100gm 6.00

#REF!

Rate for 1Rm Rs #REF! 1.83

b) 75mm dia PVC Soil Pipes

1.83 Rm Cost of 75mm dia PVC pipes 135.00 1Rm 247.05

0.40 Nos Plumber I Class #REF! Each #REF!

0.25 Nos Stone Cutter II Class #REF! Each #REF!

0.75 Nos Mazdoor Gr I #REF! Each #REF!

2.00 Nos Special P.V.C Clamps 10.00 Each 20.00

20.00 gm PVC adhesive 30.00 100gm 6.00

#REF!

Rate for 1Rm Rs #REF! 1.83

41

Sub Data for Labour Charges-10 Rm

a) 25mm dia GI Pipe

0.30 No Stone cutter I class #REF! Each #REF!

0.75 No Plumber I class #REF! Each #REF!

0.10 No Plumber II class #REF! Each #REF!

0.60 No Mazdoor Category I #REF! Each #REF!

#REF!

Rate for 1 Rm #REF!

Sundries for 1 Rm

8.33 Grm Shellac 15.00 Grm 1.25

1.66 No Clamps,Plugs & Screws 10.00 No 16.60

1.66 No Thread balls 3.00 No 4.98

Supplying and jointing the GI pipes of 'B' class type including fixing the

etc., complete. AGL

Supplying and fixing in position of PVC (SWR) Pipes of

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22.83

Rate Rs. 22.83

Main Data

b) 25mm dia GI Pipe

1.00 Rm 20mm dia GI Pipe 110.00 Rm 110.00

1.00 Rm Labour charges #REF! Rm #REF!

1.00 Rm Sundries 22.83 Rm 22.83

1.00 m2 Painting two coats including priming 5.00 m2 5.00

#REF!

#REF! (or)

Rate for 1 Rm Rs. 161.65

Main Data

c) 20mm dia GI Pipe

1.00 Rm 20mm dia GI Pipe 85.00 Rm 85.00

1.00 Rm Labour charges #REF! Rm #REF!

1.00 Rm Sundries 22.83 Rm 22.83

1.00 m2 Painting two coats including priming 5.00 m2 5.00

#REF!

#REF! (or)

Rate for 1 Rm Rs. 136.65

40

32mm dia PVC Pipe

10.00 Rm Cost of 32mm dia PVC Pipe 45.00 Each 450.00

0.45 No Stone cutter-I class #REF! Each #REF!

0.70 No Plumber-I class #REF! Each #REF!

0.15 No Plumber-II class #REF! Each #REF!

0.60 No Mazdoor-I class #REF! 100Gm #REF!

0.45 No Mazdoor-II class #REF! m3 #REF!

100.00 Grm PVC Adhesive 30.00 m3 30.00

10.00 No PVC clamps and screws 10.00 m3 100.00

#REF!

Rate for 1 Rm Rs. #REF!

42

LABOUR CHARGES

0.20 No Fitter I class #REF! Each #REF!

0.20 No Mazdoor I class #REF! Each #REF!

10.00 Gm Shellac 15.00 100gm 1.50

0.25 No Thread ball 3.00 1No 0.75

Rate for 1 m2 #REF! #REF!

a) 32mm dia GI Union

1.00 No Cost of Union 85.00 No 85.00

Labour charges #REF! LS #REF!

#REF!

Supplying and fixing PVC Pipe of following dia for approved quality

Supplying and fixing in position of GI Union of following dia of good

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b) 25mm dia GI Union

1.00 No Cost of Union 85.00 No 85.00

Labour charges #REF! LS #REF!

#REF!

Rate for 1 No.Rs. #REF!

c) 20mm dia GI Union

1.00 No Cost of Union 60.00 No 60.00

Labour charges #REF! LS #REF!

#REF!

Rate for 1 No.Rs. #REF!

43

a) 1.00 No 32mm dia GI Elbow 50.00 Each 50.00

Fixing charges 3.00

53.00

Rate for 1 No Rs. 53.00

a) 1.00 No 32mm dia GI Coupling 50.00 Each 50.00

Fixing charges 3.00

53.00

Rate for 1 No Rs. 53.00

a) 1.00 No 32mm dia GI Tee 50.00 Each 50.00

Fixing charges 3.00

53.00

Rate for 1 No Rs. 53.00

a) 1.00 No 25mm dia GI Elbow 50.00 Each 50.00

Fixing charges 3.00

53.00

Rate for 1 No Rs. 53.00

c) 1.00 No 20mm dia GI Elbow 22.00 Each 22.00

Fixing charges 3.00

25.00

Rate for 1 No Rs. 25.00

f) 1.00 No 25x20mm dia GI Reducer Tee 65.00 Each 65.00

Fixing charges 3.00

68.00

Rate for 1 No Rs. 68.00

f) 1.00 No 23x15mm dia GI Reducer Tee 65.00 Each 65.00

Fixing charges 3.00

68.00

Supplying and fixing in position of GI Specials of the following dia of

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LABOUR CHARGES

0.25 No. Fitter I class #REF! each #REF!

0.25 No. Mazdoor - I class #REF! each #REF!

10.00 gm Shellac 15.00 100gram 1.50

0.30 No Thread ball 3.00 each 0.9

#REF!

Rate = Rs #REF!

a) 32mm cost of Gate valve

1.00 No 25mm cost of Gate valve 325.00 each 325.00

1.00 No Labour charges as above 0.00 each 0.00

325.00

Rate for 1 No Rs. 325.00

b) 25mm cost of Wheel valve

1.00 No 25mm cost of Gate valve 325.00 each 325.00

1.00 No Labour charges as above #REF! each #REF!

#REF!

Rate for 1 No Rs. #REF!

45

1.00 No Cost of 15mm dia C.P. brass screw 175.00 Each 175.00

0.10 No Fitter I class #REF! Each #REF!

0.10 No Mazdoor Gr I #REF! Each #REF!

10.00 gm Shellac 15.00 100gm 1.50

0.25 No Thread ball 3.00 Each 0.75

#REF!

Rate for 1No Rs #REF!

46

Sub Data for Brick jelly 1:2:5

9.50 m3 Brick Jelly 40mm #REF! 1m3 #REF!

3.80 m3 Lime mortor 1:2 #REF! 1m3 #REF!

1.80 No Mason II Class #REF! Each #REF!

17.70 No Mazdoor Gr I #REF! Each #REF!

14.10 Nos Mazdoor Gr II #REF! Each #REF!

#REF!

Rate for 1m3 = Rs #REF!

MAIN DATA

1.00 No Cost of water closet 680mm 900.00 Each 900.00

0.11 m3 Brick jelly concrete 1:2:5 #REF! 1m3 #REF!

0.45 m3 Sand for filling #REF! 1m3 #REF!

1.00 No Mason I Class #REF! Each #REF!

1.00 No Plumber I class 154.00 Each 154.00

Renewal,supplying and fixing Oriya type Indian Water Closet of 580mm

Supplying and fixing 15mm dia C.P. Screw Down Tap including cutting

Supplying and fixing in position of GM Gate/Wheel valve of following

Page 530: Schedule of rates for construction works

Page 167Quantity PerRate

Sl.

NoDescription of work Amount

0.25 No Plumber II Class 143.00 Each 35.75

1.00 No Mazdoor Gr I #REF! Each #REF!

0.60 Rm 110mm dia PVC Pipe 210.00 1Rm 126.00

1.00 kg White cement 19.00 1Kg 19.00

6.00 Kg Cement #REF! 1MT #REF!

400.00 gm Spun Yarn 10.00 1Kg 4.00

#REF!

Rate for 1No Rs #REF!

47

1.00 Nos Wash basin of size 550x400mm 1250.00 1 Set 1250.00

1.00 Nos Plumber I #REF! Each #REF!

0.10 Nos Plumber II #REF! Each #REF!

0.50 Nos Mason I #REF! Each #REF!

1.00 Nos Mazdoor I #REF! Each #REF!

6.00 Nos Tapering wooden plugs and screws 10.00 1 Set 60.00

10.00 gms Shellac 15.00 100g 1.50

0.25 Nos Thread ball 3.00 Each 0.75

#REF!

Ratefor 1 No Rs. #REF!

49

1 Nos Cost of Bevelled Edge Mirror 375.00 Each 375.00

0.33 Nos Carpenter II Class #REF! Each #REF!

0.33 Nos Mazdoor I Class #REF! Each #REF!

3 Nos Rawal plug 0.50 Each 1.50

3 Nos Brass Screw 2.00 Each 6.00

#REF!

#REF!

Rate for 1 No Rs. 472.25

50

Sub Data

Sundrise for 1 Rm

1 Nos Cost of cp towel rail 200.00 Each 200.00

0.15 Nos Fitter I class #REF! Each #REF!

0.15 Nos Mazdoor I Class #REF! Each #REF!

6 Nos C.P. Screw 2.00 Each 12.00

6 Nos T.W. Plugs 0.50 Each 3.00

#REF!

Rate for 1 No Rs. #REF!

54

3.00 Rm 110mm dia PVC Pipe 140.00 1Rm 420.00

1.00 No 110mm dia PVC Cowl 60.00 Each 60.00

0.20 Nos Plumber I Class #REF! Each #REF!

0.30 Nos Mazdoor Gr I #REF! Each #REF!

20.00 Gm PVC adhesive 30.00 Gm 6.00

Supplying and fixing white glazed Wash hand basin of size

Supplying and fixing Bevelled Edge Mirror of 600x450mm with ply

Supply and fixing in position of CP Towel rail 600mm long and 20mm

Supplying and fixing best approved quality of 110mm dia PVC

Page 531: Schedule of rates for construction works

Page 168Quantity PerRate

Sl.

NoDescription of work Amount

#REF!

Rate for 1No Rs #REF!

56

1.00 No 110mm X 75mm PVC Nahini trap 125.00 No 125.00

1.00 No Difference in cost of stainless steel 10.00 No 10.00

0.15 No Plumber I Class #REF! Each #REF!

0.15 No Stone Cutter I Class #REF! Each #REF!

0.15 No Mason II Class #REF! Each #REF!

0.005 m3 Brick Jelly lime concrete 1:2:5-40mm #REF! 1m3 #REF!

0.002 m3 Cement Mortor 1:3 #REF! 1m3 #REF!

#REF!

Rate for 1No Rs #REF!

57

1 No 1.0 HP Mano block motor 7600.00 No 7600.00

Rate for 1 No Rs. 7600.00

33

1000 Lit PVC Tank 1000 litre 7.50 Lit 7500.00

Rate for 1 No Rs 7500.00

Supplying and fixing 1000 Litres capacity storage PVC Water Tank etc.,

complete.

Supplying and fixing in position PVC Nahini Trap of 110x75mm size

Supplying, erecting and commissioning 1.00 HP Mono Block Motor with

ISI standard assembly etc., complete.

Page 532: Schedule of rates for construction works

Page 169Quantity PerRate

Sl.

NoDescription of work Amount

Page 533: Schedule of rates for construction works

Page 170Quantity PerRate

Sl.

NoDescription of work Amount

20

1 Rm Cost of 40mm dia Gi pipe 140.00 Rm 140.00

Ls Labour charges for welding etc LS 19.92

0.126 m2 Painting two coats 26.00 m2 3.28

163.20

Supplying and fixing 40mm dia GI pipe for Hand Rail 'B' Class etc.,

Page 534: Schedule of rates for construction works

Page 171Quantity PerRate

Sl.

NoDescription of work Amount

Rate for 1Rm = Rs 163.20

21

11.00 m2

AC sheet 6mm thick 130.00 m2

1430.00

2.20 Nos. Fitter I class 172.00 Each 378.40

1.10 Nos. Carpender I Class 190.00 Each 209.00

3.20 Nos. Mazdoor I Grade 123.00 Each 393.60

L.S. U bolt, nuts, 20 Nos bitumen washers L.S 132.00

2543.00

Rate for 1 m2 Rs. 254.30

22

Sub Data for Priming Coats

1.33 m2 Red oxide ready mixed primer 120.00 1 m2 159.60

0.7 No Painter I class 157.00 each 109.90

L.S Sundries for brushes etc., 3.60

Rate for 1 m2 27.31 273.10

Main Data

28.64 Kg Cost of 20mm MS square rods 47.00 1 Kg 1346.08

7.74 Kg Cost of MS flat 47.00 1 Kg 363.78

36.38 Kg Cost of fixing charges 7.70 1 Kg 280.13

1.26 m2 Cost of Priming cost 26.00 1 m2 32.76

75.00 Rm Cost of welding charges 40x6mm flat 1.50 1 Rm 112.50

120.00 Rm Cost of welding charges 50x6mm flat 2.00 1 Rm 240.00

2375.25

Rate for 1 m2 for Rs. 1885.10 1.26

26

0.22 m3 Cement Mortar 1:3 2973.75 1m2 654.23

2.2 Nos Mason I Class 195.00 Each 429.00

0.5 Nos Mazdoor Gr I 123.00 Each 61.50

3.2 Nos Mazdoor Gr II 111.00 Each 355.20

3 Kg Black Oxide 50.00 Kg 150.00

1649.93

Rate for 1m2 = Rs 165.00

30

2.22 Lit. Ready mixed paint 190.00 1Lit. 421.80

1.10 Nos. Painter I Class 157.00 Each 172.70

L. S. Sundries L. S. 5.00

599.50

Rate for 1m2 = Rs 59.95

Roofing with A.C. corrugated sheet of approved quality 6mm thick with

Supplying and fixing in position of Steel Balustrades using 20mm size

Plastering with cement mortar 1:3 (one cement and three

Painting New Iron work for doors, windows, ventilator with synthetic

Page 535: Schedule of rates for construction works

Page 172Quantity PerRate

Sl.

NoDescription of work Amount

18

a) Double Leaf

For Double leaves door of 1.5x2.1m

Area of shutter = 2x0.705x2.05= 2.89 m2

Requirement on lipping = 2[2(0.705+2.05)]

=

11.02 Rm

Shutter

2x0.69+2.035 2.89

Add 10% extra 0.29

3.18 M2

Main Data

3.18 M2 MDF door 35mm thick 1550.00 M

2 4929.00

11.02 Rm Teak wood lipping 14.00 154.28

2.89 M2 Labour charges 447.50 2.52 513.20

Furniture fittings:

6 nos Aluminium hinges with nylon

washerx125x30mm

55.00 Each 330.00

1 no Aluminium aldrop 250mmx16mm 125.00 Each 125.00

2 no Aluminium tower bolt 200mmx12mm 50.00 Each 100.00

1 no Aluminium tower bolt 250x12mm 60.00 Each 60.00

2 no Aluminium D type handle 200mm Long 45.00 Each 90.00

2 no Rubber bush & stopper 60mm 20.00 Each 40.00

LS For metal, screw, and adhesive LS 58.52

Rubber Cutting

6400.00

2214.53 (or)

Rate for 1 m2 Rs. 2214.55

Sub Data for Labour1.2x2.1=2.52m2

0.75 Nos Carpenter I class 190.00 Each 142.50

0.75 Nos Carpenter IIclass 175.00 Each 131.25

0.75 Nos Mazdoor I class 123.00 Each 92.25

0.75 Nos Mazdoor II class 111.00 Each 83.25

0.25 Nos Painter/Varnisher 157.00 Each 39.25

488.50

b) Single leaf

(Door of size 1.00x2.10m)Area of shutter = 0.91x2.05 = 1.87 M2

Supplying and fixing of MDF Door Shutter using MDF board of exterior

grade both sides prelaminated of 35mm thick etc.,

Page 536: Schedule of rates for construction works

Page 173Quantity PerRate

Sl.

NoDescription of work Amount

Requirement on lipping = 2(0.91+2.05) = 5.92 M.

Shutter

1x0.91x2.5= 1.87

Add 10% 0.19

2.06 M2

Page 537: Schedule of rates for construction works

Page 174Quantity PerRate

Sl.

NoDescription of work Amount

Main Data

2.06 M2 MDF door 30mm thick 1550.00 M

2 3193.00

5.92 Rm Teak wood lipping 14.00 Rm 82.88

1.87 M2 Labour charges. 488.50 2.52 362.50

Furniture fittings:

3 nos Aluminium hinges with nylon 125x30mm 55.00 Each 165.00

1 no Aluminium aldrop 250x16mm 125.00 Each 125.00

1 no Aluminium tower bolt 250x12mm 60.00 Each 60.00

1 no Aluminium tower bolt 200mm 50.00 Each 50.00

1 no Aluminium D type handle 250mm 45.00 Each 45.00

1 no Rubber bush & stopper 20.00 Each 20.00

LS For metal, screw, and adhesive LS 57.06

4160.44

2224.83 (or)

Rate for 1 m2 Rs. 2208.55

20

1 Rm Cost of Door Frame 350.00 1Rm 350.00

350.00

Rata for 1 Rm Rs. 350.00

Supplying and fixing in position CRCA box type door frame section of

size 101x60x12.5mm thick etc., complete.

Page 538: Schedule of rates for construction works

Page 175Quantity PerRate

Sl.

NoDescription of work Amount

21

Rate as per schedule of rates 2300.00 m2 2300.00

Rate for 1m2 = Rs 2300.00

23

0.54 m2

Detailed Materials

Fram vertical = 1x2x0.60= 1.20

Horizontal = 1x2x0.82= 1.64

2.84

2.84 x 1.17 = 3.32 3.32

1.32

1.04 x 1.27 = 1.32

Alu. Chips 2x2x0.52x0.169 0.35

Add 50% wastage 4.99

0.25

5.59

Main Data

5.24 Kg Cost of Aluminium section 220.00 Kg 1152.80

0.4 m2 Cost of glass 4mm thick 270.00 m2 108.00

0.54 m2 Labour charges (asper steel window) 180.00 m2 97.20

LS Provision for conveyance, dismantling as

redoing the works.

Ls 50.00

LS TW plugs, scaffolding charges, L angle &

screw etc.,

Ls 50.00

1458.00

Rate for 1 m2 Rs. 2700.00 0.54

24

Consider a size of 1.20x2.10 2.52 M3

Outer Frame

Veritical=1x2x2.10x0.10x0.035 0.015 M3

Horizontal=1x2x1.20x0.10x0.035 0.0084 M3

0.0234 M3

Alu. Channel for loukers = 60x30x4mm @ 1.27 kg/m

Alu. Chips = 19.05x17.27x0.75mm @ 0.169 kg/m

Manufacturing,supplying and fixing of Cupboard Shutter using 12mm

MDFe prelaminated board etc., complete.

Glass to be fixed at 50mm centre to centre

Supplying and fixing Steel glazed Louvered Type ventilators with side

hung and shutter frames etc., complete.

Consider a ventilator of size =0.90x0.60 = area

Chaneel for loukers 1x2x0.52 @ 1.27 kg/m

Alu.section for outer frame = 62x38x2mm @ 1.17 Kg/m

Supplying and fixing of PVC Doors made out of PVC section panels

overall dimension of 59x24mm etc., complete.

Glass 10x1x0.04= 0.40 m2 including wastage 1x4=4 Nos

Page 539: Schedule of rates for construction works

Page 176Quantity PerRate

Sl.

NoDescription of work Amount

Shutter frame=Vertical

2x2x1.90x0.075x0.032

0.0182 M3

Horizontal=2x2x0.45x0.075x0.032 0.0065 M3

0.0247 M3

0.0234+0.0247 0.0481 M3

(i)Shutter area=prelaminated borad =

2x2x0.863x0.375

1.290 m2

10%Wastage 0.130

1.420 m2

(ii)Shutter area-fully glazed with 4mm thick

plain glass = 2x2x0.863x0.375

1.29

20% Wastage 0.26

1.55 m2

(ii)Shutter area -1/3 PLB+2/3 glazed at top

& bottom with 4mm thick glass

0.23

Prelaminted Board1/3 (Area)

=2x0.585x0.375

0.44

10%Wastage 0.04

0.48 m2

1/2PLB+2/3Glass

2x1.14x0.375 0.860

20% Wastage 0.170

1.030 m2

Sub Data for Labour Charges for Coundry

wood wrought and put up

4.50 Nos Corpender I cllass 190.00 Nos 855.00

13.20 Nos Corpender II cllass 175.00 Nos 2310.00

8.80 Nos Mazdoor I class 123.00 Nos 1082.40

4247.40

Main Data

0.0454 M3 C.W. scantling below 4m length 22680.00 M

3 1029.67

0.0454 M3 Labour for wrought & putup 4247.40 M

3 192.83

1.42 M2 Prelaminated board of 8mm thick 500.00 M

2 710.00

1.29 M2 Labour charges 100.00 M

2 129.00

6.00 Nos Aluminum Hinges 100x30mm 45.00 Each 270.00

2.00 Nos D type Handle 100mm 25.00 Each 50.00

2.00 Nos Aluminum tower bolts 75x10mm 25.00 Each 50.00

1.00 Nos Cupboard lock 75.00 Each 75.00

L.S Screws nails, fixing tower bolt etc. LS 38.00

LS Painting for frames LS 30.00

2574.50

1021.63 (or) 2.52

Rate for 1 m2 Rs. 1015.20

28

1 Rm Cost of 40mm dia Gi pipe 140.00 Rm 140.00

Supplying and fixing 40mm dia GI pipe for Hand Rail 'B' Class etc.,

complete

Page 540: Schedule of rates for construction works

Page 177Quantity PerRate

Sl.

NoDescription of work Amount

Ls Labour charges for welding etc LS 19.85

0.126 m2 Painting two coats 24.97 m2 3.15

163.00

Rate for 1Rm = Rs 163.00

29

Sub Data for Priming Coats

1.33 m2 Red oxide ready mixed primer 110.00 1 m2 146.30

0.7 No Painter I class 0.00 each 0.00

L.S Sundries for brushes etc., 3.60

Rate for 1 m2 14.99 149.90

Main Data

28.64 Kg Cost of 20mm MS square rods 47.00 1 Kg 1346.08

7.74 Kg Cost of MS flat 47.00 1 Kg 363.78

36.38 Kg Cost of fixing charges 7.70 1 Kg 280.13

1.26 m2 Cost of Priming cost 24.95 1 m2 31.44

75.00 Rm Cost of welding charges 40x6mm flat 1.20 1 Rm 90.00

120.00 Rm Cost of welding charges 50x6mm flat 1.50 1 Rm 180.00

2291.42

1818.59 (or) 1.26

Rate for 1 m2 for Rs. 1818.60

32

0.14 m3 Cement Mortar 1:3 2973.75 1m2 416.33

1.344 Kg Water Proofing compound 35.00 1 Kg 47.04

1.10 Nos Mason I Class 195.00 Each 214.50

0.50 Nos Mazdoor Gr I 123.00 Each 61.50

1.10 Nos Mazdoor Gr II 111.00 Each 122.10

861.47

Rate for 1m2 Rs 86.15 10 m2

39

Labour charges

0.75 No Mazdoor-I class 123.00 100Gm 92.25

LS Earth work 26.00 Ls 26.00

20.00 Grm PVC Adhesive 30.00 m3 6.00

0.40 No Plumber I class 169.00 m3 67.60

191.85

Rate Rs. 191.85

110mm dia PVC Pipe

6.00 Rm 110mm dia PVC Pipe 180.00 Rm 1080.00

6.00 Rm Labour charges 191.85 6 Rm 191.85

Supplying and fixing of Steel Balustrades using 20mm size square

rods at 15cm centre to centre etc., complete.

Plastering with cement mortar 1:3 (one cement and three sand) 12mm

mixed with WPC etc., complete.

Supplying and fixing PVC Pipe of following dia for approved quality

including cutting and threading etc., complete-BGL.

Page 541: Schedule of rates for construction works

Page 178Quantity PerRate

Sl.

NoDescription of work Amount

1271.85

Rate for 1 Rm Rs. 211.98

75mm dia PVC Pipe

6.00 Rm 75mm dia PVC Pipe 115.00 Rm 690.00

6.00 Rm Labour charges 191.85 6 Rm 191.85

881.85

Rate for 1 Rm Rs. 146.98

Page 542: Schedule of rates for construction works

Page 179Quantity PerRate

Sl.

NoDescription of work Amount

40

32mm dia PVC Pipe

10.00 Rm Cost of 32mm dia PVC Pipe 45.00 Each 450.00

0.45 No Stone cutter-I class 150.00 Each 67.50

0.70 No Plumber-I class 169.00 Each 118.30

0.15 No Plumber-II class 157.00 Each 23.55

0.60 No Mazdoor-I class 123.00 100Gm 73.80

0.45 No Mazdoor-II class 111.00 m3 49.95

100.00 Grm PVC Adhesive 30.00 m3 30.00

10.00 No PVC clamps and screws 10.00 m3 100.00

913.10

Rate for 1 Rm Rs. 91.31

41

Sub Data for Labour Charges-10 Rm

a) 25mm dia GI Pipe

0.30 No Stone cutter I class 150.00 Each 45.00

0.75 No Plumber I class 169.00 Each 126.75

0.10 No Plumber II class 157.00 Each 15.70

0.60 No Mazdoor Category I 123.00 Each 73.80

261.25

Rate for 1 Rm 26.13

Sundries for 1 Rm

8.33 Grm Shellac 15.00 Grm 1.25

1.66 No Clamps,Plugs & Screws 10.00 No 16.60

1.66 No Thread balls 3.00 No 4.98

22.83

Rate Rs. 22.83

Main Data

b) 25mm dia GI Pipe

1.00 Rm 20mm dia GI Pipe 110.00 Rm 110.00

1.00 Rm Labour charges 26.13 Rm 26.13

1.00 Rm Sundries 22.83 Rm 22.83

1.00 m2 Painting two coats including priming 5.00 m2 5.00

163.95

163.95 (or)

Rate for 1 Rm Rs. 161.65

Supplying and fixing PVC Pipe of following dia for approved quality

including cutting and threading etc., complete-AGL.

Supplying and jointing the GI pipes of 'B' class type including fixing the

etc., complete. AGL

Page 543: Schedule of rates for construction works

Page 180Quantity PerRate

Sl.

NoDescription of work Amount

Main Data

c) 20mm dia GI Pipe

1.00 Rm 20mm dia GI Pipe 85.00 Rm 85.00

1.00 Rm Labour charges 26.13 Rm 26.13

1.00 Rm Sundries 22.83 Rm 22.83

1.00 m2 Painting two coats including priming 5.00 m2 5.00

138.95

138.95 (or)

Rate for 1 Rm Rs. 136.65

42

LABOUR CHARGES

0.20 No Fitter I class 172.00 Each 34.40

0.20 No Mazdoor I class 123.00 Each 24.60

10.00 Gm Shellac 15.00 100gm 1.50

0.25 No Thread ball 3.00 1No 0.75

Rate for 1 m2 61.25 61.25

a) 25mm dia GI Union

1.00 No Cost of Union 85.00 No 85.00

Labour charges 61.25 LS 61.25

146.25

Rate for 1 No.Rs. 146.25

b) 20mm dia GI Union

1.00 No Cost of Union 60.00 No 60.00

Labour charges 61.25 LS 61.25

121.25

Rate for 1 No.Rs. 121.25

43

a) 1.00 No 25mm dia GI Elbow 50.00 Each 50.00

Fixing charges 3.00

53.00

Rate for 1 No Rs. 53.00

b) 1.00 No 25mm dia GI Tee 70.00 Each 70.00

Fixing charges 3.00

73.00

Rate for 1 No Rs. 73.00

Supplying and fixing in position of GI Union of following dia of good

variety including cutting and threading etc., complete.

Supplying and fixing in position of GI Specials of the following dia of

best approved quality etc., complete.

Page 544: Schedule of rates for construction works

Page 181Quantity PerRate

Sl.

NoDescription of work Amount

c) 1.00 No 20mm dia GI Elbow 22.00 Each 22.00

Fixing charges 3.00

25.00

Rate for 1 No Rs. 25.00

d) 1.00 No 20mm dia GI Tee 30.00 Each 30.00

Fixing charges 3.00

33.00

Rate for 1 No Rs. 33.00

e) 1.00 No 25x20mm dia GI Reducer Elbow 45.00 Each 45.00

Fixing charges 3.00

48.00

Rate for 1 No Rs. 48.00

f) 1.00 No 25x20mm dia GI Reducer Tee 65.00 Each 65.00

Fixing charges 3.00

68.00

Rate for 1 No Rs. 68.00

g) 1.00 No 15mm dia GI Hex Nipple 20.00 Each 20.00

Fixing charges 3.00

23.00

Rate for 1 No Rs. 23.00

44

LABOUR CHARGES

0.25 No. Fitter I class 172.00 each 43.00

0.25 No. Mazdoor - I class 123.00 each 30.75

10.00 gm Shellac 15.00 100gram 1.50

0.30 No Thread ball 3.00 each 0.9

76.15

Rate = Rs 76.15

a 25mm cost of Wheel valve

1.00 No 25mm cost of Gate valve 325.00 each 325.00

1.00 No Labour charges as above 76.15 each 76.15

401.15

Rate for 1 No Rs. 401.15

Supplying and fixing in position of GM Gate/Wheel valve of following

size including cost of shellack thread etc., complete.

Page 545: Schedule of rates for construction works

Page 182Quantity PerRate

Sl.

NoDescription of work Amount

45

1.00 No Cost of 15mm dia C.P. brass screw 175.00 Each 175.00

0.10 No Fitter I class 172.00 Each 17.20

0.10 No Mazdoor Gr I 123.00 Each 12.30

10.00 gm Shellac 15.00 100gm 1.50

0.25 No Thread ball 3.00 Each 0.75

206.75

Rate for 1No Rs 206.75

46

Sub Data for Brick jelly 1:2:5

9.50 m3 Brick Jelly 40mm 346.50 1m3 3291.75

3.80 m3 Lime mortor 1:2 852.40 1m3 3239.12

1.80 No Mason II Class 175.00 Each 315.00

17.70 No Mazdoor Gr I 123.00 Each 2177.10

14.10 Nos Mazdoor Gr II 111.00 Each 1565.10

10588.07

Rate for 1m3 = Rs 1058.81

MAIN DATA

1.00 No Cost of water closet 680mm 900.00 Each 900.00

0.11 m3 Brick jelly concrete 1:2:5 1058.81 1m3 116.47

0.45 m3 Sand for filling 254.00 1m3 114.30

1.00 No Mason I Class 195.00 Each 195.00

1.00 No Plumber I class 154.00 Each 154.00

0.25 No Plumber II Class 143.00 Each 35.75

1.00 No Mazdoor Gr I 123.00 Each 123.00

0.60 Rm 110mm dia PVC Pipe 210.00 1Rm 126.00

1.00 kg White cement 19.00 1Kg 19.00

6.00 Kg Cement 4700.00 1MT 28.20

400.00 gm Spun Yarn 10.00 1Kg 4.00

1815.72

Rate for 1No Rs 1815.70

Renewal,supplying and fixing Oriya type Indian Water Closet of 580mm

and embedded with brick jelly etc., complete.

Supplying and fixing 15mm dia C.P. Screw Down Tap including cutting

and threading and jointing etc., complete.

Page 546: Schedule of rates for construction works

Page 183Quantity PerRate

Sl.

NoDescription of work Amount

47

1.00 Nos Wash basin of size 550x400mm 1250.00 1 Set 1250.00

1.00 Nos Plumber I 169.00 Each 169.00

0.10 Nos Plumber II 157.00 Each 15.70

0.50 Nos Mason I 195.00 Each 97.50

1.00 Nos Mazdoor I 123.00 Each 123.00

6.00 Nos Tapering wooden plugs and screws 10.00 1 Set 60.00

10.00 gms Shellac 15.00 100g 1.50

0.25 Nos Thread ball 3.00 Each 0.75

1717.45

Ratefor 1 No Rs. 1717.45

48

1.00 No Cuddapah Sink 550.00 Nos 550.00

1.00 nos Plumber I class 169.00 nos 169.00

0.10 nos Plumber II class 157.00 nos 15.70

1.00 nos Mazdoor I class 123.00 nos 123.00

10.00 Gm Shellac 15.00 100 Gm 1.50

0.25 nos Thread Ball 3.00 nos 0.75

859.95

Rate for 1 No Rs. 859.95

49

1 Nos Cost of Bevelled Edge Mirror 375.00 Each 375.00

0.33 Nos Carpenter II Class 175.00 Each 57.75

0.33 Nos Mazdoor I Class 123.00 Each 40.59

3 Nos Rawal plug 0.50 Each 1.50

3 Nos Brass Screw 2.00 Each 6.00

480.84

480.84

Rate for 1 No Rs. 472.25

50

Sub Data

Sundrise for 1 Rm

1 Nos Cost of cp towel rail 200.00 Each 200.00

0.15 Nos Fitter I class 172.00 Each 25.80

0.15 Nos Mazdoor I Class 123.00 Each 18.45

6 Nos C.P. Screw 2.00 Each 12.00

6 Nos T.W. Plugs 0.50 Each 3.00

259.25

Rate for 1 No Rs. 259.25

Supply and fixing in position of CP Towel rail 600mm long and 20mm

dia etc., complete.

Supplying and fixing Bevelled Edge Mirror of 600x450mm with ply

wood back and aluminum beading etc., complete

Supplying and fixing of Cuddapah Sink of size 600x450x20mm of best

quality etc., complete.

Supplying and fixing white glazed Wash hand basin of size

550x400mm in 15mm dia CP pillar etc., complete.

Page 547: Schedule of rates for construction works

Page 184Quantity PerRate

Sl.

NoDescription of work Amount

51

Subdata - Labour for 4Nos

0.60 Nos Plumber I Class 169.00 Each 101.40

0.60 Nos Mazdoor Gr I 123.00 Each 73.80

0.50 Nos Plumber II Class 157.00 Each 78.50

253.70

Rate for 1No = Rs 63.43 1No

a 110mm dia PVC Tee

1.00 No Cost of 110mm dia PVC Tee 115.00 Each 115.00

1.00 N0 Labour Charges 63.43 Each 63.43

20.00 Gm PVC adhesive 30.00 100 Gm 6.00

184.43

184.43 (or) 1No

Rate for 1No = Rs 178.80

b 75mm dia PVC Plain bend

1.00 No Cost of 110mm dia PVC Plain Tee 50.00 Each 50.00

1.00 N0 Labour Charges 63.43 Each 63.43

20.00 Gm PVC adhesive 30.00 100 Gm 6.00

119.43

119.43 (or) 1No

Rate for 1No = Rs 113.80

52

1.00 No Plumber II class 157.00 each 157.00

3.00 Nos. Mazdoor cat. I 123.00 each 369.00

1.00 Nos. Mazdoor cat. II 111.00 each 111.00

637.00

21.23 (or) 30Rm

1.00 RM Cost of 100mm stone ware pipe 83.33 0.6 RM 83.33

1.00 No Plumber II class 21.23 each 21.23

104.56

104.56 (or)

Rate for 1 Rm Rs. 102.65

53

1.00 Nos 100mm dia stone ware Tee 100.00 Each 100.00

0.25 Nos Plumber I Class 169.00 Each 42.25

142.25

Rate for 1No Rs 142.25

supplying and fixing of PVC Specials of best approved quality

confirming ISI mark etc., complete.

Supplying and fixing of Stone ware special and making good disturbed

portion etc., complete. 100mm dia Stone Ware Tee

Supplying, jointing the glazed Stoneware pipe 100mm dia with spigot in

dry conditions with loose joints etc., complete.

Page 548: Schedule of rates for construction works

Page 185Quantity PerRate

Sl.

NoDescription of work Amount

54

3.00 Rm 110mm dia PVC Pipe 140.00 1Rm 420.00

1.00 No 110mm dia PVC Cowl 60.00 Each 60.00

0.20 Nos Plumber I Class 169.00 Each 33.80

0.30 Nos Mazdoor Gr I 123.00 Each 36.90

20.00 Gm PVC adhesive 30.00 Gm 6.00

556.70

Rate for 1No Rs 556.70

55

40mm ISS Metal

a) 1.00 m3 Cost of ISS Metal 616.00 1m3 616.00

Labour Charges for filling 4.00 L.S 4.00

620.00

Rate for 1m3 Rs 620.00 1m3

56

1.00 No 110mm X 75mm PVC Nahini trap 125.00 No 125.00

1.00 No Difference in cost of stainless steel 10.00 No 10.00

0.15 No Plumber I Class 169.00 Each 25.35

0.15 No Stone Cutter I Class 150.00 Each 22.50

0.15 No Mason II Class 175.00 Each 26.25

0.005 m3 Brick Jelly lime concrete 1:2:5-40mm 45.00 1m3 0.23

0.002 m3 Cement Mortor 1:3 2973.75 1m3 5.95

215.27

Rate for 1No Rs 215.27

Supplying and filling ISS Metal of following size in dispersion trench etc.,

complete.

Supplying and fixing in position PVC Nahini Trap of 110x75mm size

with best of approved quality etc., complete.

Supplying and fixing best approved quality of 110mm dia PVC

Ventilating shaft of 3m height etc., complete.