New BSR 16-02-2010

816
MAIN INDEX A Note B Quick C BSR 1 -Standard BSR D Concrete misallanious E Termite Treatment Water proofing F Plumbing - Gauge 600 G Electrical Work H Doors & Window - 01 (Red Balow) K Doors & Window - 02 (Teak) L Doors & Window - 03 M Roof Work / Canopy Roof plumbing Roof insulation N Roof Fram Work O Special Floor Finishes P Special Wall Finishes Q Special Ceiling Finishes R Special Man Holes S Sanitary Fittings T Timber Work U Metal work V Type of boundary walls W Misallanious X Painting Y a

description

Building schedules of rates

Transcript of New BSR 16-02-2010

Page 1: New BSR 16-02-2010

MAIN INDEX

A Note

B Quick

C BSR 1 -Standard BSR

D Concrete misallanious

E Termite Treatment

Water proofing

F Plumbing - Gauge 600

G Electrical Work

H Doors & Window - 01 (Red Balow)

K Doors & Window - 02 (Teak)

L Doors & Window - 03

M Roof Work / Canopy

Roof plumbing

Roof insulation

N Roof Fram Work

O Special Floor Finishes

P Special Wall Finishes

Q Special Ceiling Finishes

R Special Man Holes

S Sanitary Fittings

T Timber Work

U Metal work

V Type of boundary walls

W Misallanious

X Painting

Y

a

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Z Material Index

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Conversion

Steel

Level to level

Concrete grade

General notes

Formulas

Triangle

Circle

Ellipse

Traprzoid

Hexagon

Sphere

Pyramide

Cone

CONVERSION

Note

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Are

a

1 Perch =

1 Perch = 0.25 Rood

1 Rood = 40 Perch

1Rood = 0.25 Acres

1 Acres = 0.405 Hectares

1 Acres = 4 Rood

1 Acres = 160 Perch

1 Hectares = 2.47 Acres

1 Hectares = 9.88 Rood

1 Hectares = 395.37 Perch

= 10.76 ft2

=

=

=

=

=

Dis

tance

1 ft = 30.48 cm

1 m = 3.28 L.ft

1 m = 1.094 Yards

1 miles = 1.61 Km

3 ft = 1 Yards

1 miles = 5280 ft

=

=

=

=

Mass

1 Kg = 35.27 Ounce

1 Kg = 2.21 Pound

1 Pound = 16 Ounce

1 Tone = 2204.6 Pound

1 Tone = 1000 kg

1 Cwt = 50 Kg

=

=

=

=

=

272.25 ft2

1 m2

A A

D D

M M

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Volu

me

=

= 220 Gallon

= 1000 Liter

1 Cube = 2.83 m3

1 Cube =

1 Gallon = 4.54 Liter

=

=

=

=

=

STEEL

6 mm Dia. 1 m = 0.222 Kg

10 mm Dia. 1 m = 0.617 Kg

12 mm Dia. 1 m = 0.889 Kg

16 mm Dia. 1 m = 1.58 Kg

20 mm Dia. 1 m = 2.469 Kg

25 mm Dia. 1 m = 3.858 Kg

32 mm Dia. 1 m = 6.321 Kg

LEVEL TO LEVEL

Unit Ground To First FloorGround To Second Floor

Concrete Cube 3% 5%

9" Brick Work Sqr 5% 7%

9" Brick Work Cube 5% 7%

1 m3 35.315 ft3

1 m3

1 m3

100 ft3 V V

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Sqr 5% 7%

Reinforcement Cwt 2.50% 5%

Plastering Sqr 5% 10%

Painting Sqr 3% 6%

Floor Tiling Sqr 2% 4%

Wall Tilling Sqr 2% 4%

Roof Calicut Tiles Sqr 3% 6%

Roof Asbestos Sqr 3% 5%

Ceiling Work Sqr 3% 5%

CONCRETE GRADES

1 : 3 : 6 = Grade- 10

= Grade- 15

1 : 2 : 4 = Grade- 20

= Grade- 25

1 : 1 : 2 = Grade- 30

GENERAL NOTES

@

@ 1 TRACTOR LOAD HAVE TO 0.75 Cube

4 1/2" Brick Work

1 : 2 1/2 : 5

1 : 1 1/2 : 3

1 m3 OF CONCRETE NEED FOR 100 Kg STEEL

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FORMULAS

*** Triangles

Area of all Triangles

Area = Base X Perpendicular Height

2

Area =

2 2 2

Area of equilateral Triangle

Area =

*** Circle

Circumference of a Circle

C = π d = 2π r

Area of a Circle

Area =

2

Area of a Sector of a Circle

A = arc x r

bc Sin C = ab Sin C = ac Sin B

0.433 x Side2

π r2 = circumferenece x r

A

B

c

b

a

h

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2

A =

360 º

A = θº r²2

*** Ellipse

Area of Ellipse

A =

4

Circumference of Trapeziod

Approx. Circumference = π ( D+d)

2

*** Trapezoid

Area of trapeziod

A =

2

θº x π r²( θ = angle in degrees )

( θ = angle in radians )

π x Dd

a+b h

D d

a

b

h

θ

d

r

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*** Hexagon

Area of Hexagon

A = 2.6 s²

Where S = Length of one side

*** Sphere

Total surface area of sphere

A =

Surface area of segment

π dh

Volume

V =

3

Volume of segment

3

6

Where a = radius of segment base

4π r2

As =

4 π r3

Vs = π h 2 ( 3r -h)

Vs = π h (h2 - 3a2)

b

s

h

r

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*** Pyramid

Volume of pyramid

V = Base Area X Perpendicular Height

3

Volume of frustum

h ( A + a + Aa )

Where h = Perpendicular height

*** Cone

Area of curved surface of cone

A = π DL

2

Area of curved surface of frustum

π ( D+d ) L

2

Volume of cone

V = Base Area X Perpendicular Height

3

Volume of frustum

3

VF =

AF =

VF = Perpendicular Height x π ( R 2 + r 2 +Rr )

a

A

h

L

D

d

D

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STEEL

Tor Steel Mild Steel

(6 x 6) /162

(10 x 10) /162 270 270

(12 x 12) /162 187 187

(16 x 16) /162 105 105

(20 x 20) /162 67 67

(25 x 25) /162 43 43

(32 x 32) /162 26 26

LEVEL TO LEVEL

Ground To Third Floor

7%

9%

10%

No. of 6m rods per metric Ton (Average)

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10%

7.50%

15%

9%

6%

6%

9%

7%

7%

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C

a

triangle

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arc

segment

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Frustum

L

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GRADE Item Discription Unit

EXCAVATION & EARTHWORK

A 01 Sqr

A 02 Sqr

A 03 Cube

A 04 Cube

A 05 Cube

A 06 Cube

A 07 Cube

EXCAVATION & EARTHWORK

EXCAVATION & EARTHWORK

Clearing site & grubbing up all small trees not exceeding 500mm girth & including bushes scrubs, undergrowth hedges etc.

EXCAVATION & EARTHWORK

Excavation of top soil of average depth of 6'' and carting away surplus soil

EXCAVATION & EARTHWORK

Drains, earth in any soil except rock requiring blasting cut to gradient & shape as directed & depositing soil within site

EXCAVATION & EARTHWORK

Excavate trench for wall foundation in ordinary soil & part return fill in ram & depoisting surplus excavated material within site as derected.(not exceeding 5'- 0" deep.)

EXCAVATION & EARTHWORK

Excavate trench for wall foundation in ordinary soil & part return fill in ram, & depoisting surplus excavated material within site as directed.(exceeding 5'-0" but not exceeding 10'-0")

EXCAVATION & EARTHWORK

Excavate pit for column foundation in any material except rock requiring blasting, part return fill in ram, & depoisting surplus excavated material within site as directed.(not exceeding 5'- 0" deep.)

EXCAVATION & EARTHWORK

Excavate pit for column foundation in any material except rock requiring blasting, part return fill in ram, & depoisting surplus excavated material within site as directed.(exceeding 5'-0" but not exceeding 10'-0"deep)

Quick

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A 08 Cube

A 09 Cube

A 10 Cube

A 11 Cube

A 12 Sqr

A 13 Sqr

A 14 Sqr

CONCRETE WORK CONCRETE WORK

CONCRETE WORK

CONCRETE WORK

CONCRETE WORK B 01 Concrete 1:3:6 (2") grade 10 Cube

CONCRETE WORK B 02 Concrete 1:3:6 (1") grade 10 Cube

CONCRETE WORK B 03 Concrete 1:2½:5 (1") grade 15 Cube

CONCRETE WORK B 04 Concrete 1:2:4 (3/4") grade 20 Cube

CONCRETE WORK B 05 Concrete 1:11/2:3 (3/4") grade 25 Cube

EXCAVATION & EARTHWORK

Cutting & levlling site in any material except rock requiring blasting including transporting up to 1/4 mile depositing & leveling

EXCAVATION & EARTHWORK

Filling under floors with gravel or other approved quality of filling, spread, Watered & well rammed in 3'' thick layers. (Earth available at site)

EXCAVATION & EARTHWORK

Filling under floors with gravel or other approved quality of filling, spread, Watered & well rammed in 3'' thick layers. (earth not avilable at site)

EXCAVATION & EARTHWORK

Filling under floors with gravel or other approved quality of filling, spread, Watered & well rammed in 3'' thick layers.(within Colombo Municipal limits)

EXCAVATION & EARTHWORK

Earth work support in trenches up to 5' 0'' deep.(open planking)

EXCAVATION & EARTHWORK

Earth work support in trenches up to 5' 0'' deep.(close planking)

EXCAVATION & EARTHWORK

Earth work support in trenches up to 10' 0'' deep. (close planking)

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CONCRETE WORK B 05a Concrete1 :1:2 (3/4") grade 30 Cube

CONCRETE WORK B 06 Sqr

CONCRETE WORK B 07 Sqr

CONCRETE WORK B 08 Sqr

CONCRETE WORK B 09 4" thick ground floor slab (1:3:6 -1") Grade10 Sqr

CONCRETE WORK B 10 L.ft

CONCRETE WORK B 11 L.ft

CONCRETE WORK B 12 L.ft

CONCRETE WORK B 13 L.ft

CONCRETE WORK B 14 L.ft

CONCRETE WORK B 15 L.ft

CONCRETE WORK B 16 L.ft

CONCRETE WORK B 17 L.ft

CONCRETE WORK B 18 Concrete column in ground floor (1:2:4 3\4") Cube

2" thick blinding layer under wall / column foundation (1:3:6 -2") grade 10

2" thick blinding layer under wall/ column foundation (1:3:6 -1") grade 10

3" thick blinding layer under wall/ column foundation (1:3:6 -1") grade 10

Cement Concrete 1:2:4(3/4) lintol size 41/2'' x 6'' with & including formwork (reinforcement paid separately)

Cement Concrete 1:2:4(3/4") lintol size 6'' x 9'' with & including formwork (reinforcement paid separately)

Cement Concrete 1:2:4(3/4") lintol size 9'' x 9'' with & including formwork

Cement Concrete 1:2:4(3/4") lintol size 9'' x 12'' with & including formwork

Cement Concrete 1:2:4(3/4") lintol size 6'' x 13' 6'' with & including formwork

Cement Concrete 1:2:4(3/4") lintol size 9'' X 13' 6'' with & including formwork

Cement Concrete 1:2:4(3/4") lintol size 12'' x 13' 6'' with & including formwork

Cement Concrete 1:2:4(3/4")lintol size 4 1/2" x4 1/2" with & including formwork.(rein forcement paid seperately)

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CONCRETE WORK B 19 9" x 9" Concrete columns in first floor Cube

CONCRETE WORK B 20 9" x 9" Concrete columns in second floor Cube

CONCRETE WORK B 21 9" x 9" Concrete columns in third floor Cube

CONCRETE WORK B 22 Cube

CONCRETE WORK B 23 12" x 12" Concrete columns in first floor Cube

CONCRETE WORK B 24 12" x 12" Concrete columns in second floor Cube

CONCRETE WORK B 25 12" x 12" Concrete columns in third floor Cube

CONCRETE WORK B 26 9" x 9" Concrete beams in ground floor level Grade 20 Cube

CONCRETE WORK B 27 9" x 9" Concrete beam in first floor Cube

CONCRETE WORK B 28 9" x 9" Concrete beam in second floor Cube

CONCRETE WORK B 29 9" x 9" Concrete beam in third floor Cube

CONCRETE WORK B 30 Concrete beams in ground floor level Grade 20 Cube

CONCRETE WORK B 31 Concrete beam in first floor Cube

CONCRETE WORK B 32 Concrete beam in second floor Cube

CONCRETE WORK B 33 Concrete beam in third floor Cube

CONCRETE WORK B 34 Concrete beams in ground floor level Cube

CONCRETE WORK B 35 Concrete beam in first floor Cube

CONCRETE WORK B 36 Concrete beam in second floor Cube

CONCRETE WORK B 37 Concrete beam in third floor Cube

Concrete columns in ground floor 10 no 12"x12" columns each 5' 0" high

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CONCRETE WORK B 38 4" thick Concrete slab in first floor Grade 20 Sqr

CONCRETE WORK B 39 4" thick Concrete slab in second floor Sqr

CONCRETE WORK B 40 4" thick Concrete slab in third floor Sqr

CONCRETE WORK B 41 5" thick Concrete slab in first floor Sqr

CONCRETE WORK B 42 5" thick Concrete slab in second floor Sqr

CONCRETE WORK B 43 5" thick Concrete slab in third floor Sqr

CONCRETE WORK B 44 6" thick Concrete slab in first floor Sqr

CONCRETE WORK B 45 6" thick Concrete slab in second floor Sqr

CONCRETE WORK B 46 6" thick Concrete slab in third floor Sqr

CONCRETE WORK B 47 L.ft

CONCRETE WORK B 48 L.ft

CONCRETE WORK B 49 L.ft

CONCRETE WORK B 50 L.ft

CONCRETE WORK B 51 L.ft

CONCRETE WORK B 52 L.ft

Cement Concrete 1:11/2:3(3/4") lintol size 4' 6''x 6'' with & including formwork (reinforcement paid seperately)

Cement Concrete 1:11/2:3(3/4") lintol size 6'' x 9'' with & including formwork (reinforcement paid seperately)

Cement Concrete 1:11/2:3(3/4") lintol size 9'' x 9'' with & including formwork (reinforcement paid separately)

Cement Concrete 1:11/2:3(3/4") lintol size 9'' x 12'' with & including formwork (reinforcement paid separately)

Cement Concrete 1:11/2:3(3/4") lintol size 6'' x 13' 6'' with & including formwork (reinfrcement paid separately)

Cement Concrete 1:11/2:3(3/4") lintol size 9'' x 13 ' 6'' with & including formwork (reinforcement paid separately)

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CONCRETE WORK B 53 L.ft

CONCRETE WORK B 54 L.ft

CONCRETE WORK B 55 Cube

CONCRETE WORK B 56 9" x 9" Concrete colomns in first floor Cube

CONCRETE WORK B 57 9" x 9" Concrete colomns in second floor Cube

CONCRETE WORK B 58 9" x 9" Concrete colomns in third floor Cube

CONCRETE WORK B 59 Concrete colomns in ground floor Cube

CONCRETE WORK B 60 12" x 12" Concrete colomns in first floor Cube

CONCRETE WORK B 61 12" x 12" Concrete colomns in second floor Cube

CONCRETE WORK B 62 12" x 12" Concrete colomns in third floor Cube

CONCRETE WORK B 63 9" x 9" Concrete beams in ground floor level Cube

CONCRETE WORK B 64 9" x 9" Concrete colomns in first floor Cube

CONCRETE WORK B 65 12" x 12" Concrete colomns in second floor Cube

CONCRETE WORK B 66 12" x 12" Concrete colomns in third floor Cube

CONCRETE WORK B 67 Concrete beam in ground floor level 9" x 12" Cube

CONCRETE WORK B 68 Concrete beam in first floor 9" x 12" Cube

CONCRETE WORK B 69 Concrete beam in second floor 9" x 12" Cube

Cement Concrete 1:11/2:3 (3/4") lintol size 12'' x 13' 6'' with & including formwork (reinforcement paid separately)

Cement Concrete 1:11/2:3(3/4") lintol size 4' 6'' x 4' 6'' with & including formwork (reinforcement paid separately)

Concrete colomns in ground floor 1 : 1 1/2 : 3(3/4") 16 no 9" x 9" columns each 5'0" high

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CONCRETE WORK B 70 Concrete beam in third floor 9" x 12" Cube

CONCRETE WORK B 71 Concrete beam in ground floor level 12" X 12" Cube

CONCRETE WORK B 72 Concrete beam in first floor 12" x 12" Cube

CONCRETE WORK B 73 Concrete beam in second floor 12" x 12" Cube

CONCRETE WORK B 74 Concrete beam in third floor 12" x 12" Cube

CONCRETE WORK B 75 4" thick Concrete slab in first floor Cube

CONCRETE WORK B 76 4" thick Concrete slab in second floor Cube

CONCRETE WORK B 77 4" thick Concrete slab in third floor Cube

CONCRETE WORK B 78 5" thick Concrete slab in first floor Sqr

CONCRETE WORK B 79 5" thick Concrete slab in second floor Sqr

CONCRETE WORK B 80 5" thick Concrete slab in third floor Sqr

CONCRETE WORK B 81 6" thick Concrete slab in first floor Sqr

CONCRETE WORK B 82 6" thick Concrete slab in second floor Sqr

CONCRETE WORK B 83 6" thick Concrete slab in third floor Sqr

FORM WORK FORM WORK

FORM WORK

FORM WORK Sqr

FORM WORK B 86 Sawn formwork in 9"X 9" column in ground floor Sqr

FORM WORK B 87 Sawn from work in 9"x9" column in first floor Sqr

B 84 & B 85

Sawn formwork in sides of column foundation up to D.P.C level

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FORM WORK B 88 Sawn from work in 9"x9" column in Second floor Sqr

FORM WORK B 88a Sawn from work in 9"x9" column in third floor Sqr

FORM WORK B 89 Sqr

FORM WORK B 90 Sawn from work in 9"x12" column in first floor Sqr

FORM WORK B 91 Sawn from work in 9"x12" column in Second floor Sqr

FORM WORK B 92 Sawn from work in 9"x12" column in third floor Sqr

FORM WORK B 93 Sawn formwork for sofit of first floor slab Sqr

FORM WORK B 94 Sawn formwork in soffit of slab second flor Sqr

FORM WORK B 95 Sawn formwork in soffit of slab third flor Sqr

REINFORCEMENT REINFORCEMENT

REINFORCEMENT

REINFORCEMENT B 96 kg

REINFORCEMENT B 98 16mm dia tor steel reinforcement up to first level. kg

REINFORCEMENT

B 99

kg

REINFORCEMENT

B 111

kg

REINFORCEMENT

B 113

kg

REINFORCEMENT

B 114

kg

Sown form work in 9"x 12" beam in ground floor 20'-0" long

25 mm & 20mm dia tor steel reinforcement in fdn, Ground & first level.

12mm dia &10mm dia tor steel reinforcement up to first level.

25mm dia &20mm dia tor steel reinforcement in second floor

16mm dia tor steel reinforcement in second floor level & third floor level

12mm & 10mm dia tor steel reinforcement in second floor level & third floor level

Page 26: New BSR 16-02-2010

REINFORCEMENT

B 116

kg

REINFORCEMENT

B122

kg

BRICK WORK BRICK WORK

BRICK WORK C 01 Cube

BRICK WORK C 02 Cube

BRICK WORK C 03 Cube

BRICK WORK C 04 Sqr

BRICK WORK C 05 Sqr

BRICK WORK C 06 Sqr

BRICK WORK C 07 L.ft

BRICK WORK C 08 9''X 9'' Brick column in cement & sand 1: 5 in first floor L.ft

BRICK WORK C 09 L.ft

BRICK WORK C 10 L.ft

10mm & 6mm dia mild steel reinforcement up to first floor level

10mm & 6mm dia mild steel reinforcement in second floor level & third floor level

01- One brick thick brick wall in common brick in cement & sand 1:5 in ground floor level

One brick thick brick wall in common brick in cement & sand 1:5 in first floor

One brick thick brick wall in common brick in cement & sand 1:5 in second floor

Half brick thick brick wall in common brick in cement & sand 1:5 in ground floor

Half brick thick brick wall in common brick in cement & sand 1:5 in first floor

Half brick thick brick wall in common brick in cement & sand 1:5 in second floor

9''X 9'' Brick column in cement & sand 1: 5 in ground floor

9''X 9'' Brick column in cement & sand 1: 5 in second floor

12''X 12'' Brick column in cement & sand 1: 5 in ground floor

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BRICK WORK C 11 L.ft

BRICK WORK C 12 L.ft

BRICK WORK C 13 Sqr

BRICK WORK C 14 Sqr

BRICK WORK C 15 Sqr

RUBBLE WORK RUBBLE WORK

RUBBLE WORK

RUBBLE WORK D 01 Cube

RUBBLE WORK D 02 Sqr

RUBBLE WORK D 03 Sqr

RUBBLE WORK D 04 Sqr

RUBBLE WORK D 05 Sqr

RUBBLE WORK D 06 Sqr

RUBBLE WORK D 07 Sqr

12''X 12'' Brick column in cement & sand 1: 5 in first floor

12''X 12'' Brick column in cement & sand 1: 5 in second floor

One brick thick brick wall in common brick in cement & sand 1:5 in ground floor level

One brick thick brick wall in common brick in cement & sand 1:5 in first floor level

One brick thick brick wall in common brick in cement & sand 1:5 in second floor level

6" X 9" Random rubble Masonry in cement & sand 1:5 in foundation

6" X 9" Random rubble Masonry in cement & sand 1:5 in 1' 6" thick wall

6" X 9" Random rubble Masonry in cement & sand 1:5 in 2' 0" thick wall

6" X 9" Random rubble Masonry in cement & sand 1:5 in 2' 6" thick wall

8" thick Solid block work in cement & sand 1;5 in ground floor (cavites un filled)

4" thick Solid block work in cement & sand 1:5 in ground floor ( cavite un filled)

6" thick Solid block work in cement & sand 1;5 in ground floor (Cavity un filled)

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RUBBLE WORK D 08 Sqr

RUBBLE WORK D 09 Sqr

RUBBLE WORK D 10 Sqr

RUBBLE WORK D 11 Sqr

RUBBLE WORK D 12 Sqr

RUBBLE WORK D 13 Sqr

RUBBLE WORK D 14 Sqr

RUBBLE WORK D 15 Sqr

RUBBLE WORK D 16 Sqr

RUBBLE WORK D 17 Sqr

RUBBLE WORK D 18 Sqr

RUBBLE WORK D 19 Sqr

RUBBLE WORK D 20 Sqr

8" thick Solid block work in cement & sand 1;5 in first floor(cavities un filled)

4" thick Solid block work in cement & sand 1;5 in first floor(cavities un filled)

6" thick Solid block work in cement & sand 1;5 in first floor(cavities un filled)

8" thick Solid block work in cement & sand 1;5 in second floor(cavities un filled)

4" thick Solid block work in cement & sand 1;5 insecond floor(cavities un filled)

6" thick Solid block work in cement & sand 1;5 in second floor(cavities un filled)

8" thick Hollow block work in cement & sand 1;5 in ground floor (cavites un filled)

4" thick Hollow block work in cement & sand 1:5 in ground floor ( cavite un filled)

6" thick Hollow block work in cement & sand 1;5 in ground floor (Cavity un filled)

8" thick Hollow block work in cement & sand 1;5 in first floor(cavities un filled)

4" thick Hollow block work in cement & sand 1;5 in first floor(cavities un filled)

6" thick Hollow block work in cement & sand 1;5 in first floor (cavities un filled)

8" thick Hollow block work in cement & sand 1;5 in second floor(cavities un filled)

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RUBBLE WORK D 21 Sqr

RUBBLE WORK D 22 Sqr

ROOF WORK ROOF WORK

ROOF WORK

ROOF WORK E 01 Sqr

ROOF WORK E 02 L.ft

ROOF WORK E 03 Sqr

ROOF WORK E 04 L.ft

ROOF WORK E 05 Sqr

ROOF WORK E 06 Half round tile on asbastos sheet roof (crest only ) Sqr

ROOF WORK E 07 L.ft

ROOF WORK E 08 Sqr

ROOF WORK E 09 Sqr

4" thick Hollow block work in cement & sand 1;5 insecond floor(cavities un filled)

6" thick Hollow block work in cement & sand 1;5 in second floor(cavities un filled)

Calicut pattern tile hip roof in single storey building consisting of wall plate ridge plate beam struct rafters & reepers.

Calicut pattern ridge tile hip tile on single storey building in cement lime & sand 1;1;5 coloured to match tile

Corrugated asbastos cement sheet roofing with Timber fram in single storeyed building.

Asbastos ajestable close fitting ridge fixed complete with roofing screws or bolts

Corrugated asbastos cement sheet rooing with Timber frame in single storeyed building.

3/4" thick 9" high valance board fixed with brass screws to end of rafters with & including one coat of primer & two coats of enamel paint

Asbastos cement plian sheet ceiling with class 1 Timber frame consisting of 4''x2"joist 2"x2" & 2"x1" battens 11/2" x11/2" cove moulding & 1/2"x1/2" beadings with painting

3/4" thick class 1 Timber ceiling with class 1 Timber frame consisting of 4''x2"joist 2"x2" & 2"x1" battens 11/2" x11/2" cove moulding with painting

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PLUMBING WORK PLUMBING WORK

PLUMBING WORK

PLUMBING WORK F 01 20mm diameter pvc pipe fixed to wall or slab L.ft

PLUMBING WORK F 02 25mm diameter pvc pipe fixed to wall or slab L.ft

PLUMBING WORK F 03 32mm diameter pvc pipe fixed to wall L.ft

PLUMBING WORK F 04 32mm diameter pvc pipe laying trench L.ft

PLUMBING WORK F 05 40mm diameter pvc pipe fix to wall L.ft

PLUMBING WORK F 06 40mm diameter pvc pipe laying trench L.ft

PLUMBING WORK F 07 50mm diameter pvc pipe fix to wall L.ft

PLUMBING WORK F 08 50mm diameter pvc pipe laying trench L.ft

PLUMBING WORK F 09 63mm diameter pvc pipefix to wall L.ft

PLUMBING WORK F 10 63mm diameter pvc pipe laying trench L.ft

PLUMBING WORK F 11 75mm diameter pvc pipe fix to wall L.ft

PLUMBING WORK F 12 75mm diameter pvc pipe laying trench L.ft

PLUMBING WORK F 13 90mm diameter pvc pipe fix to wall L.ft

PLUMBING WORK F 14 90mm diameter pvc pipe laying trench L.ft

PLUMBING WORK F 15 Supplying & fixing PVC bend 20mm dia. No

PLUMBING WORK F 16 Supplying & fixing PVC bend 25mm dia. No

PLUMBING WORK F 17 Supplying & fixing PVC bend 32mm dia. No

PLUMBING WORK F 18 Supplying & fixing PVC bend 40mm dia. No

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PLUMBING WORK F 19 Supplying & fixing PVC bend 50mm dia. No

PLUMBING WORK F 20 Supplying & fixing PVC bend 63mm dia. No

PLUMBING WORK F 21 Supplying & fixing PVC elbow 20mm .dia. No

PLUMBING WORK F 22 Supplying & fixing PVC elbow 25mm .dia. No

PLUMBING WORK F 23 Supplying & fixing PVC elbow 32mm .dia. No

PLUMBING WORK F 24 Supplying & fixing PVC elbow 40mm .dia. No

PLUMBING WORK F 25 Supplying & fixing PVC elbow 50mm .dia. No

PLUMBING WORK F 26 Supplying & fixing PVC elbow 63mm .dia. No

PLUMBING WORK F 27 Supplying & fixing PVC tee 20mm .dia. No

PLUMBING WORK F 28 Supplying & fixing PVC tee 25mm .dia. No

PLUMBING WORK F 29 Supplying & fixing PVC tee 32mm .dia. No

PLUMBING WORK F 30 Supplying & fixing PVC tee 40mm .dia. No

PLUMBING WORK F 31 Supplying & fixing PVC tee 50mm .dia. No

PLUMBING WORK F 32 Supplying & fixing PVC tee 63mm .dia. No

PLUMBING WORK F 33 Supplying & fixing PVC faucet socket 20 mm dia No

PLUMBING WORK F 34 Supplying & fixing PVC faucet socket 25 mm dia No

PLUMBING WORK F 35 Supplying & fixing PVC faucet socket 32 mm dia No

PLUMBING WORK F 36 Supplying & fixing PVC faucet socket 40 mm dia No

PLUMBING WORK F 37 Supplying & fixing PVC faucet socket 50 mm dia No

Page 32: New BSR 16-02-2010

PLUMBING WORK F 38 Supplying & fixing PVC faucet socket 63 mm dia No

PLUMBING WORK F 39 Supplying & fixing PVC Value socket 20 mm dia No

PLUMBING WORK F 40 Supplying & fixing PVC value socket 25 mm dia No

PLUMBING WORK F 41 Supplying & fixing PVC value socket 32 mm dia No

PLUMBING WORK F 42 Supplying & fixing PVC value socket 40 mm dia No

PLUMBING WORK F 43 Supplying & fixing PVC value socket 50 mm dia No

PLUMBING WORK F 44 Supplying & fixing PVC value socket 63 mm dia No

PLUMBING WORK F 45 Supplying & fixing PVC socket 20 mm dia No

PLUMBING WORK F 46 Supplying & fixing PVC socket 25 mm dia No

PLUMBING WORK F 47 Supplying & fixing PVC socket 32 mm dia No

PLUMBING WORK F 48 Supplying & fixing PVC socket 40 mm dia No

PLUMBING WORK F 49 Supplying & fixing PVC socket 50 mm dia No

PLUMBING WORK F 50 Supplying & fixing PVC socket 63 mm dia No

PLUMBING WORK F.51 Supplying & fixing PVC socket 63 mm dia No

PLASTER WORK PLASTER WORK

PLASTER WORK

PLASTER WORK G 01 Sqr

PLASTER WORK G 02 Sqr

PLASTER WORK G 03 Sqr

3/4" Thick plaster in cement lime & sand 1:1:5 finished smooth with neat lime in internal wall in ground floor

3/4" Thick plaster in cement lime & sand 1:1:5 finished semi rough in external wall in ground floor

3/4" Thick plaster in cement lime & sand 1:1:5 finished smooth in internal wall in first floor

Page 33: New BSR 16-02-2010

PLASTER WORK G 04 Sqr

PLASTER WORK G 05 Sqr

PLASTER WORK G 06 Sqr

PLASTER WORK G 07 Sqr

PLASTER WORK G 08 Sqr

PLASTER WORK G 09 Sqr

PLASTER WORK G 10 Sqr

PLASTER WORK G 11 Sqr

PAVING WORK PAVING WORK

PAVING WORK

PAVING WORK H 01 Sqr

PAVING WORK H 02 Sqr

PAVING WORK H 03 Sqr

3/4" Thick plaster in cement lime & sand 1;1;5 finished semi rough in external wall in first floor

3/4" Thick plaster in cement lime & sand 1:1:5 finished semi rough in internal wall in second floor

3/4" Thick plaster in cement lime & sand 1:1:5 finished semi rough in external wall in second floor

1/2" Thick sides & soffits plaster in first floor slab in cement lime & sand 1:1:5 finished smooth with neat lime.

1/2" Thick sides & soffits plaster in second floor slab in cement lime & sand 1;1;5 finished smooth with neat lime

3/4" thick D.P.C. in cement and sand 1:3 finished with two coats of hot tar and blinded with sand.

1/2" Thick sides & soffits plaster in first floor beam in cement lime & sand 1:1:5 finished smooth with neat lime

1/2" Thick sides & soffits plaster in second floor beam in cement lime & sand 1:1:5 finished smooth with neat lime

3" Thick brick paving lime & sand 1:5 with & including 1/2" thick cement & sand 1:3 rendering finished smooth with neat cement

1/2" Thick cement rendering in cement & sand 1':3 finished smooth with neat cement

6" X6" White glazed tile including joint and point with tile grout & including 3/4" tk cement ^& sand 1;3 screed backing on ground floor

Page 34: New BSR 16-02-2010

PAVING WORK H 04 Sqr

PAVING WORK H 05 Sqr

PAVING WORK H 06 Sqr

PAVING WORK H 07 Sqr

PAVING WORK H 08 Sqr

PAINTING WORK PAINTING WORK

PAINTING WORK

PAINTING WORK J 01 Sqr

PAINTING WORK J 02 Sqr

PAINTING WORK J 03 Sqr

PAINTING WORK J 04 Sqr

8" X8" White glazed tile including joint and point with tile grout & including 3/4" tk cement & sand 1;3 screed backing on ground floor

12" X12" White glazed tile including joint and point with tile grout & including 3/4" tk cement & sand 1;3 screed backing on ground floor

6" X6" White glazed wall tile including joint and point with tile grout & including 3/4" tk cement & sand 1;3 screed backing on wall

8" X12" White glazed wall tile including joint and point with tile grout & including 3/4" tk cement & sand 1;3 screed backing on wall

8" X8" White glazed wall tile including joint and point with tile grout & including 3/4" tk cement & sand 1;3 screed backing on wall

Prepare & apply approved type one coat of filler & two of emulsion paint to specified colour in ground floor internally

Prepare & apply approved type one coat of filler & two of emulsion paint to specified colour in first floor internally

Prepare & apply approved type one coat of filler & two of weathershield paint to specified colour up to first floor level externally(ground floor)

Prepare & apply approved type one coat of filler & two of weathershield paint to specified colour above first floor level Externally

Page 35: New BSR 16-02-2010

PAINTING WORK J 05 Sqr

PAINTING WORK J 06 Sqr

ELECTRICAL WORK

K 01 Pendent lamp without bulb and shade Point

K 02 wall bracket with out bulb and shade Point

K 03 5 amp socket outlets Point

READY MIX CONCRETE

L 01 Cube

L 02 Cube

L 03 Cube

Prepare & apply approved type one coat of filler & two of emulsion paint to specified colour in sides and soffit of beam and slab in first floor level

Prepare & apply approved type one coat of filler & two of emulsion paint to specified colour in sides and soffit of beams and slabs in second floor level

ELECTRICAL WORK

ELECTRICAL WORK

ELECTRICAL WORK

ELECTRICAL WORK

ELECTRICAL WORK

READY MIX CONCRETE

READY MIX CONCRETE

READY MIX CONCRETE

Suppying & placing ready mixed Concrete grade 20 (1:2:4 -3/4" ) in 125mm thick first floor slab

READY MIX CONCRETE

Suppying & placing redy mixed Concrete grade 20 (1:2:4 -3/4" ) in 225 x225mm columns in ground floor

READY MIX CONCRETE

Suppying & placing ready mixed Concrete grade 25 (1:1 1/2:3 -3/4" ) in 125mm thick first floor slab

Page 36: New BSR 16-02-2010

L 04 Cube

L 05 Cube

L 06 Cube

L 07 Cube

L 08 Cube

DOORS & WINDOWS

M 01 Nos

M 02 Nos

M 03 Nos

HOT WATER PLUMBING

READY MIX CONCRETE

Suppying & placing redy mixed Concrete grade 25(1:11/2:3-3/4) in 225mmx225mm columns in ground floor.

READY MIX CONCRETE

Suppying & placing ready mixed Concrete grade 20 (1:2:4-3/4) in 125mm thick first floor slab

READY MIX CONCRETE

Suppying & placing redy mixed Concrete grade 20(1:2:4-3/4") in 225mmx225mm columns in ground floor

READY MIX CONCRETE

Suppying & placing redy mixed Concrete grade 25 (1:11/2:3-3/4) in 125mm thick first floor slab

READY MIX CONCRETE

Suppying & placing redy mixed Concrete grade 25(1:11/2:3-3/4") in 225mmx225mm columns in ground floor

DOORS & WINDOWS

DOORS & WINDOWS

DOORS & WINDOWS

singal hung door size 3'-6"x 7'-0" high overall with 4''x3'' class 1 Timber door frame and including 11/4" tk ordinary plywood door sash with and door lock with and including ironmongrey and painting

DOORS & WINDOWS

singal hung door size 3'-6"x 7'-0" high overall with 4''x3'' class 1 Timber door frame and including 11/4" tk flush panneld door sash with and door lock with and including ironmongrey and painting

DOORS & WINDOWS

window size 5'-0"x 6'-0" high overall with 4''x3'' class 1 Timber window frame and mullion comprising 1 tk glased window casement and including ironmongrey and painting

HOT WATER PLUMBING

Page 37: New BSR 16-02-2010

N 01

supplying & laying hot Water pipe 20mm dia

L.ft

HOT WATER PLUMBING

HOT WATER PLUMBING

Page 38: New BSR 16-02-2010

Unit

1.10 1.05 1.15

669.50 736.45 702.98 846.92 m2 72.04 79.24

836.88 920.56 878.72 1,058.65 m2 90.05 99.05

1,171.63 1,288.79 1,230.21 1,482.11 m3 414.00 455.40

1,339.00 1,472.90 1,405.95 1,693.84 m3 473.14 520.46

1,673.75 1,841.13 1,757.44 2,117.29 m3 591.43 650.57

1,506.38 1,657.01 1,581.69 1,905.56 m3 532.29 585.52

1,841.13 2,025.24 1,933.18 2,329.02 m3 650.57 715.63

Basic Rate Rate with Priliminery

Rate with O/H & Profit

Rate with priliminery

, O/H & Profit Basic Rate

Rate with Priliminery

Page 39: New BSR 16-02-2010

1,815.42 1,996.96 1,906.19 2,296.50 m3 641.49 705.64

1,506.38 1,657.01 1,581.69 1,905.56 m3 532.29 585.52

4,141.63 4,555.79 4,348.71 5,239.16 m3 1,463.47 1,609.82

4,141.63 4,555.79 4,348.71 5,239.16 m3 1,463.47 1,609.82

4,609.25 5,070.18 4,839.71 5,830.70 m2 495.96 545.55

7,835.63 8,619.19 8,227.41 9,912.07 m2 843.11 927.42

6,414.33 7,055.76 6,735.04 8,114.12 m2 690.18 759.20

### ### ### ### m3 9,687.22 ###

### ### ### ### m3 9,687.22 ###

### ### ### ### m3 9,948.70 ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

Page 40: New BSR 16-02-2010

### ### ### ### m3 ### ###

4,852.84 5,338.13 5,095.49 6,138.85 m2 522.17 574.38

4,852.84 5,338.13 5,095.49 6,138.85 m2 522.17 574.38

6,706.36 7,376.99 7,041.68 8,483.54 m2 721.60 793.76

9,404.31 ### 9,874.53 ### m2 1,011.90 1,113.09

258.88 284.77 271.82 327.48 m 849.12 934.03

401.38 441.51 421.44 507.74 m 1,316.51 1,448.16

512.96 564.25 538.61 648.89 m 1,682.51 1,850.76

640.23 704.25 672.24 809.89 m 2,099.95 2,309.95

571.58 628.74 600.16 723.05 m 1,874.79 2,062.27

698.41 768.25 733.33 883.49 m 2,290.78 2,519.86

686.27 754.90 720.58 868.13 m 2,250.96 2,476.06

210.86 231.94 221.40 266.73 m 691.61 760.77

### ### ### ### m3 ### ###

Page 41: New BSR 16-02-2010

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

Page 42: New BSR 16-02-2010

### ### ### ### m2 1,237.39 1,361.13

### ### ### ### m2 1,284.02 1,412.42

### ### ### ### m2 1,342.30 1,476.53

### ### ### ### m2 1,471.75 1,618.93

### ### ### ### m2 1,541.69 1,695.86

### ### ### ### m2 1,576.66 1,734.33

### ### ### ### m2 1,858.51 2,044.36

### ### ### ### m2 1,928.45 2,121.30

### ### ### ### m2 1,963.42 2,159.76

265.72 292.30 279.01 336.14 m 871.57 958.73

395.25 434.78 415.01 499.99 m 1,296.42 1,426.07

533.79 587.17 560.48 675.24 m 1,750.83 1,925.91

667.98 734.78 701.38 844.99 m 2,190.97 2,410.07

592.30 651.53 621.92 749.26 m 1,942.75 2,137.03

689.49 758.44 723.96 872.20 m 2,261.52 2,487.67

Page 43: New BSR 16-02-2010

727.71 800.48 764.09 920.55 m 2,386.88 2,625.57

215.93 237.52 226.72 273.15 m 708.24 779.06

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

Page 44: New BSR 16-02-2010

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m2 1,702.52 1,872.78

### ### ### ### m2 1,749.14 1,924.06

### ### ### ### m2 1,772.39 1,949.63

### ### ### ### m2 2,067.52 2,274.27

### ### ### ### m2 2,114.14 2,325.56

### ### ### ### m2 2,137.46 2,351.21

6,206.25 6,826.88 6,516.56 7,850.91 m2 667.79 734.57

9,880.58 ### ### ### m2 1,063.15 1,169.47

### ### ### ### m2 1,095.05 1,204.55

Page 45: New BSR 16-02-2010

### ### ### ### m2 1,105.68 1,216.24

### ### ### ### m2 1,116.31 1,227.94

### ### ### ### m2 2,848.12 3,132.94

### ### ### ### m2 2,933.57 3,226.92

### ### ### ### m2 2,962.05 3,258.25

### ### ### ### m2 2,990.53 3,289.58

### ### ### ### m2 1,385.69 1,524.26

### ### ### ### m2 1,441.12 1,585.23

### ### ### ### m2 1,454.98 1,600.48

152.15 167.37 159.76 192.47 cwt 7,607.68 8,368.44

146.81 161.49 154.15 185.71 cwt 7,340.43 8,074.47

161.51 177.66 169.58 204.31 cwt 8,075.43 8,882.97

156.47 172.12 164.30 197.94 cwt 7,823.68 8,606.04

151.13 166.24 158.68 191.18 cwt 7,556.43 8,312.07

165.83 182.41 174.12 209.77 cwt 8,291.43 9,120.57

Page 46: New BSR 16-02-2010

162.49 178.74 170.62 205.55 cwt 8,124.60 8,937.06

170.73 187.81 179.27 215.98 cwt 8,536.60 9,390.26

### ### ### ### m3 7,366.08 8,102.69

### ### ### ### m3 7,671.38 8,438.52

### ### ### ### m3 7,886.04 8,674.65

9,094.00 ### 9,548.70 ### m2 978.51 1,076.37

9,526.00 ### ### ### m2 1,025.00 1,127.50

9,958.00 ### ### ### m2 1,071.48 1,178.63

150.33 165.36 157.85 190.17 m 493.08 542.39

153.84 169.22 161.53 194.61 m 504.60 555.05

162.48 178.73 170.60 205.54 m 532.93 586.23

119.86 131.85 125.85 151.62 m 393.14 432.45

Page 47: New BSR 16-02-2010

124.99 137.49 131.24 158.11 m 409.97 450.96

129.81 142.79 136.30 164.21 m 425.78 468.36

### ### ### ### m2 1,708.04 1,878.85

### ### ### ### m2 1,866.38 2,053.01

### ### ### ### m2 1,885.26 2,073.79

### ### ### ### m3 6,112.63 6,723.90

### ### ### ### m2 2,765.43 3,041.97

### ### ### ### m2 3,609.33 3,970.27

### ### ### ### m2 4,463.46 4,909.81

### ### ### ### m2 1,962.78 2,159.06

9,966.32 ### ### ### m2 1,072.38 1,179.61

### ### ### ### m2 1,421.27 1,563.40

Page 48: New BSR 16-02-2010

### ### ### ### m2 1,998.87 2,198.76

### ### ### ### m2 1,108.46 1,219.31

### ### ### ### m2 1,457.36 1,603.10

### ### ### ### m2 2,031.82 2,235.01

### ### ### ### m2 1,141.42 1,255.56

### ### ### ### m2 1,524.84 1,677.32

### ### ### ### m2 1,567.74 1,724.52

8,027.60 8,830.36 8,428.98 ### m2 863.77 950.15

### ### ### ### m2 1,178.44 1,296.28

### ### ### ### m2 1,603.83 1,764.22

8,362.99 9,199.29 8,781.14 ### m2 899.86 989.84

### ### ### ### m2 1,214.53 1,335.98

### ### ### ### m2 1,636.79 1,800.46

Page 49: New BSR 16-02-2010

8,669.27 9,536.19 9,102.73 ### m2 932.81 1,026.09

### ### ### ### m2 1,282.00 1,410.20

### ### ### ### m2 3,823.68 4,206.05

136.17 149.79 142.98 172.25 m 446.63 491.30

### ### ### ### m2 2,195.83 2,415.41

852.00 937.20 894.60 1,077.78 m 2,794.56 3,074.02

6,477.33 7,125.07 6,801.20 8,193.83 m2 696.96 766.66

### ### ### ### m2 1,104.70 1,215.17

374.16 411.57 392.86 473.31 m 1,227.23 1,349.95

### ### ### ### m2 1,927.99 2,120.79

### ### ### ### m2 3,133.69 3,447.06

Page 50: New BSR 16-02-2010

57.54 63.29 60.42 72.79 m 188.73 207.60

83.14 91.45 87.30 105.17 m 272.70 299.97

107.37 118.11 112.74 135.82 m 352.18 387.39

114.70 126.17 120.44 145.10 m 376.22 413.84

147.50 162.25 154.88 186.59 m 483.81 532.19

154.83 170.32 162.57 195.86 m 507.85 558.64

201.42 221.56 211.49 254.79 m 660.65 726.71

208.75 229.62 219.18 264.06 m 684.69 753.16

310.59 341.65 326.12 392.89 m 1,018.73 1,120.60

317.92 349.71 333.81 402.17 m 1,042.77 1,147.05

513.76 565.13 539.44 649.90 m 1,685.12 1,853.63

521.09 573.20 547.14 659.17 m 1,709.17 1,880.08

653.76 719.14 686.45 827.01 m 2,144.33 2,358.77

661.09 727.20 694.14 836.28 m 2,168.38 2,385.21

1,062.89 1,169.18 1,116.03 1,344.56 No 1,062.89 1,169.18

56.72 62.39 59.56 71.75 No 56.72 62.39

50.10 55.11 52.61 63.38 No 50.10 55.11

65.10 71.61 68.36 82.35 No 65.10 71.61

Page 51: New BSR 16-02-2010

130.80 143.88 137.34 165.46 No 130.80 143.88

203.50 223.85 213.68 257.43 No 203.50 223.85

322.62 354.88 338.75 408.11 No 322.62 354.88

26.82 29.50 28.16 33.93 No 26.82 29.50

41.10 45.21 43.16 51.99 No 41.10 45.21

54.10 59.51 56.81 68.44 No 54.10 59.51

85.80 94.38 90.09 108.54 No 85.80 94.38

136.50 150.15 143.33 172.67 No 136.50 150.15

221.62 243.78 232.70 280.35 No 221.62 243.78

35.45 39.00 37.22 44.84 No 35.45 39.00

53.73 59.10 56.42 67.97 No 53.73 59.10

77.50 85.25 81.38 98.04 No 77.50 85.25

115.92 127.51 121.72 146.64 No 115.92 127.51

188.76 207.64 198.20 238.78 No 188.76 207.64

289.00 317.90 303.45 365.59 No 289.00 317.90

31.82 35.00 33.41 40.25 No 31.82 35.00

42.10 46.31 44.21 53.26 No 42.10 46.31

50.10 55.11 52.61 63.38 No 50.10 55.11

86.80 95.48 91.14 109.80 No 86.80 95.48

Page 52: New BSR 16-02-2010

117.50 129.25 123.38 148.64 No 117.50 129.25

177.62 195.38 186.50 224.69 No 177.62 195.38

31.82 35.00 33.41 40.25 No 31.82 35.00

42.10 46.31 44.21 53.26 No 42.10 46.31

46.10 50.71 48.41 58.32 No 46.10 50.71

82.50 90.75 86.63 104.36 No 82.50 90.75

111.20 122.32 116.76 140.67 No 111.20 122.32

175.32 192.85 184.09 221.78 No 175.32 192.85

27.82 30.60 29.21 35.19 No 27.82 30.60

37.10 40.81 38.96 46.93 No 37.10 40.81

48.10 52.91 50.51 60.85 No 48.10 52.91

70.80 77.88 74.34 89.56 No 70.80 77.88

106.20 116.82 111.51 134.34 No 106.20 116.82

162.32 178.55 170.44 205.33

4,517.00 4,968.70 4,742.85 5,714.01 m2 486.03 534.63

3,788.24 4,167.06 3,977.65 4,792.12 m2 407.61 448.38

4,949.00 5,443.90 5,196.45 6,260.49 m2 532.51 585.76

Page 53: New BSR 16-02-2010

4,257.50 4,683.25 4,470.38 5,385.74 m2 458.11 503.92

5,381.00 5,919.10 5,650.05 6,806.97 m2 579.00 636.90

4,689.50 5,158.45 4,923.98 5,932.22 m2 504.59 555.05

5,637.50 6,201.25 5,919.38 7,131.44 m2 606.60 667.25

5,663.00 6,229.30 5,946.15 7,163.70 m2 609.34 670.27

5,578.00 6,135.80 5,856.90 7,056.17 m2 600.19 660.21

5,744.00 6,318.40 6,031.20 7,266.16 m2 618.05 679.86

6,176.00 6,793.60 6,484.80 7,812.64 m2 664.54 730.99

8,179.38 8,997.31 8,588.34 ### m2 880.10 968.11

2,835.50 3,119.05 2,977.28 3,586.91 m2 305.10 335.61

7,772.75 8,550.03 8,161.39 9,832.53 m2 836.35 919.98

Page 54: New BSR 16-02-2010

7,772.75 8,550.03 8,161.39 9,832.53 m2 836.35 919.98

7,772.75 8,550.03 8,161.39 9,832.53 m2 836.35 919.98

7,772.75 8,550.03 8,161.39 9,832.53 m2 836.35 919.98

### ### ### ### m2 2,192.11 2,411.32

7,772.75 8,550.03 8,161.39 9,832.53 m2 836.35 919.98

2,539.67 2,793.63 2,666.65 3,212.68 m2 273.27 300.59

2,796.17 3,075.78 2,935.98 3,537.15 m2 300.87 330.95

2,965.50 3,262.05 3,113.78 3,751.36 m2 319.09 351.00

3,390.83 3,729.92 3,560.38 4,289.40 m2 364.85 401.34

Page 55: New BSR 16-02-2010

2,971.67 3,268.83 3,120.25 3,759.16 m2 319.75 351.73

3,144.47 3,458.91 3,301.69 3,977.75 m2 338.34 372.18

1,729.31 1,902.25 1,815.78 2,187.58 Point 1,729.31 1,902.25

1,548.05 1,702.85 1,625.45 1,958.28 Point 1,548.05 1,702.85

3,919.74 4,311.71 4,115.73 4,958.47 Point 3,919.74 4,311.71

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

Page 56: New BSR 16-02-2010

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### m3 ### ###

### ### ### ### Nos ### ###

### ### ### ### Nos ### ###

### ### ### ### Nos ### ###

Page 57: New BSR 16-02-2010

58.35 64.19 61.27 73.81 m 191.39 210.53

Page 58: New BSR 16-02-2010

75.64 91.13

94.55 113.91

434.70 523.71

496.80 598.53

621.00 748.16

558.90 673.34

683.10 822.98

Rate with O/H & Profit

Rate with priliminery

, O/H & Profit

Page 59: New BSR 16-02-2010

673.56 811.48

558.90 673.34

1,536.65 1,851.29

1,536.65 1,851.29

520.75 627.38

885.27 1,066.54

724.69 873.08

### ###

### ###

### ###

### ###

### ###

Page 60: New BSR 16-02-2010

### ###

548.27 660.54

548.27 660.54

757.68 912.83

1,062.50 1,280.06

891.58 1,074.14

1,382.34 1,665.39

1,766.63 2,128.37

2,204.95 2,656.44

1,968.53 2,371.61

2,405.32 2,897.83

2,363.51 2,847.47

726.19 874.89

### ###

Page 61: New BSR 16-02-2010

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

Page 62: New BSR 16-02-2010

1,299.26 1,565.30

1,348.22 1,624.28

1,409.42 1,698.01

1,545.34 1,861.77

1,618.78 1,950.24

1,655.50 1,994.48

1,951.44 2,351.02

2,024.87 2,439.49

2,061.59 2,483.73

915.15 1,102.54

1,361.24 1,639.98

1,838.37 2,214.80

2,300.52 2,771.58

2,039.89 2,457.58

2,374.60 2,860.82

Page 63: New BSR 16-02-2010

2,506.23 3,019.41

743.65 895.92

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

Page 64: New BSR 16-02-2010

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

1,787.65 2,153.69

1,836.60 2,212.67

1,861.01 2,242.08

2,170.90 2,615.41

2,219.85 2,674.39

2,244.33 2,703.89

701.18 844.76

1,116.31 1,344.89

1,149.80 1,385.23

Page 65: New BSR 16-02-2010

1,160.96 1,398.68

1,172.12 1,412.13

2,990.53 3,602.88

3,080.25 3,710.96

3,110.15 3,746.99

3,140.06 3,783.02

1,454.98 1,752.90

1,513.18 1,823.02

1,527.73 1,840.55

7,988.06 9,623.71

7,707.45 9,285.64

8,479.20 ###

8,214.86 9,896.95

7,934.25 9,558.88

8,706.00 ###

Page 66: New BSR 16-02-2010

8,530.83 ###

8,963.43 ###

7,734.38 9,318.09

8,054.95 9,704.29

8,280.34 9,975.84

1,027.44 1,237.82

1,076.25 1,296.62

1,125.05 1,355.42

517.74 623.75

529.82 638.31

559.58 674.16

412.80 497.32

Page 67: New BSR 16-02-2010

430.47 518.61

447.07 538.62

1,793.44 2,160.67

1,959.69 2,360.97

1,979.52 2,384.85

6,418.26 7,732.48

2,903.70 3,498.27

3,789.80 4,565.81

4,686.64 5,646.28

2,060.92 2,482.92

1,125.99 1,356.56

1,492.33 1,797.91

Page 68: New BSR 16-02-2010

2,098.82 2,528.57

1,163.89 1,402.21

1,530.23 1,843.56

2,133.42 2,570.26

1,198.49 1,443.90

1,601.08 1,928.92

1,646.13 1,983.19

906.96 1,092.67

1,237.36 1,490.73

1,684.03 2,028.85

944.85 1,138.32

1,275.25 1,536.38

1,718.63 2,070.53

Page 69: New BSR 16-02-2010

979.45 1,180.01

1,346.10 1,621.74

4,014.87 4,836.96

468.96 564.99

2,305.62 2,777.72

2,934.29 3,535.12

731.81 881.66

1,159.94 1,397.45

1,288.59 1,552.44

2,024.39 2,438.91

3,290.37 3,964.12

Page 70: New BSR 16-02-2010

198.17 238.74

286.33 344.96

369.78 445.50

395.03 475.92

508.00 612.02

533.25 642.43

693.68 835.72

718.92 866.13

1,069.66 1,288.69

1,094.91 1,319.10

1,769.38 2,131.68

1,794.62 2,162.09

2,251.55 2,712.58

2,276.79 2,742.99

1,116.03 1,344.56

59.56 71.75

52.61 63.38

68.36 82.35

Page 71: New BSR 16-02-2010

137.34 165.46

213.68 257.43

338.75 408.11

28.16 33.93

43.16 51.99

56.81 68.44

90.09 108.54

143.33 172.67

232.70 280.35

37.22 44.84

56.42 67.97

81.38 98.04

121.72 146.64

198.20 238.78

303.45 365.59

33.41 40.25

44.21 53.26

52.61 63.38

91.14 109.80

Page 72: New BSR 16-02-2010

123.38 148.64

186.50 224.69

33.41 40.25

44.21 53.26

48.41 58.32

86.63 104.36

116.76 140.67

184.09 221.78

29.21 35.19

38.96 46.93

50.51 60.85

74.34 89.56

111.51 134.34

510.33 614.83

428.00 515.63

559.14 673.63

Page 73: New BSR 16-02-2010

481.01 579.51

607.95 732.43

529.82 638.31

636.92 767.34

639.81 770.81

630.20 759.24

648.96 781.84

697.76 840.64

924.11 1,113.33

320.35 385.95

878.17 1,057.98

Page 74: New BSR 16-02-2010

878.17 1,057.98

878.17 1,057.98

878.17 1,057.98

2,301.71 2,773.02

878.17 1,057.98

286.93 345.68

315.91 380.60

335.04 403.65

383.10 461.54

Page 75: New BSR 16-02-2010

335.74 404.49

355.26 428.01

1,815.78 2,187.58

1,625.45 1,958.28

4,115.73 4,958.47

### ###

### ###

### ###

Page 76: New BSR 16-02-2010

### ###

### ###

### ###

### ###

### ###

### ###

### ###

### ###

Page 77: New BSR 16-02-2010

200.96 242.11

Page 78: New BSR 16-02-2010

STANDARD BSR

Caterary Description Qty Unit

Excavation & earthwork

A1

Excavation & earthwork Labour

Excavation & earthwork Un/skilled Labour 1.00 day

Excavation & earthwork

Excavation & earthwork Add

Excavation & earthwork Tools

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork Add

Excavation & earthwork Preliminaries

Excavation & earthwork Cost for 1 Sqr with Preliminaries

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork

A2

Excavation & earthwork

Excavation & earthwork Labour

Excavation & earthwork Un / skilled Labour 1.25 day

Excavation & earthwork Add

Excavation & earthwork Tools

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork Add

Excavation & earthwork Preliminaries

Excavation & earthwork Cost for 1 Sqr with Preliminaries

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork

A3

Excavation & earthwork

Clearing site & grubbing up all small trees not exceeding 500mm girth & including bushes scrubs, undergrowth hedges etc.

Excavation of top soil of average depth of 6'' and carting away surplus soil

Drains, earth in any soil except rock requiring blasting cut to gradient & shape as directed & depositing soil within site

Main Index

Page 79: New BSR 16-02-2010

Excavation & earthwork Labour

Excavation & earthwork Un / skilled Labour 1.75 days

Excavation & earthwork

Excavation & earthwork Add

Excavation & earthwork Tools

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork Add

Excavation & earthwork Preliminaries

Excavation & earthwork Cost for 1 Cube with Preliminaries

Excavation & earthwork

Excavation & earthwork

A4

Excavation & earthwork

Excavation & earthwork Labour

Excavation & earthwork Un / skilled Labour 2.00 days

Excavation & earthwork Add

Excavation & earthwork Tools

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork Add

Excavation & earthwork Preliminaries

Excavation & earthwork Cost for 1 Cube with Preliminaries

Excavation & earthwork

Excavation & earthwork

A5

Excavation & earthwork

Excavation & earthwork Labour

Excavation & earthwork Un / skilled Labour 2.50 days

Excavation & earthwork Add

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork Preliminaries

Excavation & earthwork

Excavation & earthwork Cost for 1 Cube with Preliminaries

Excavation & earthwork

Excavation & earthwork

Excavate trench for wall foundation in ordinary soil & part return fill in ram & depoisting surplus excavated material within site as derected.(not exceeding 5'- 0" deep.)

Excavate trench for wall foundation in ordinary soil & part return fill in ram, & depoisting surplus excavated material within site as directed.(exceeding 5'-0" but not exceeding 10'-0")

Page 80: New BSR 16-02-2010

Excavation & earthwork

A6

Excavation & earthwork

Excavation & earthwork Labour

Excavation & earthwork Un / skilled Labour 2.25 days

Excavation & earthwork Add

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork Preliminaries

Excavation & earthwork Cost for 1 Cube with Preliminaries

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork

A7

Excavation & earthwork

Excavation & earthwork Labour

Excavation & earthwork Un / skilled Labour 2.75 day

Excavation & earthwork Add

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork Add

Excavation & earthwork Preliminaries

Excavation & earthwork Cost for 1 Cube with Preliminaries

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork

A8

Excavation & earthwork

Excavation & earthwork Labour

Excavation & earthwork Cutting & loading earth to tractor

Excavation & earthwork

Excavation & earthwork Un / skilled Labour 2.50 days

Excavation & earthwork

Excavate pit for column foundation in any material except rock requiring blasting, part return fill in ram, & depoisting surplus excavated material within site as directed.(not exceeding 5'- 0" deep.)

Excavate pit for column foundation in any material except rock requiring blasting, part return fill in ram, & depoisting surplus excavated material within site as directed.(exceeding 5'-0" but not exceeding 10'-0"deep)

Cutting & levlling site in any material except rock requiring blasting including transporting up to 1/4 mile depositing & leveling

Page 81: New BSR 16-02-2010

Excavation & earthwork Transporting earth

Excavation & earthwork tractor 0.17 days

Excavation & earthwork Add

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork Add

Excavation & earthwork Preliminaries

Excavation & earthwork Cost for 1 Cube with Preliminaries

Excavation & earthwork

Excavation & earthwork

A9

Excavation & earthwork

Excavation & earthwork Labour

Excavation & earthwork Un / skilled Labour 2.25 days

Excavation & earthwork Add

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork Add

Excavation & earthwork Preliminaries

Excavation & earthwork Cost for 1 Cube with Preliminaries

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork

A10

Excavation & earthwork Materials

Excavation & earthwork Earth with transport 1.35 Cube

Excavation & earthwork Labour

Excavation & earthwork Un / skilled Labour 1.75 day

Excavation & earthwork Add

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork Preliminaries

Excavation & earthwork Cost for 1 Cube with Preliminaries

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork

A11

Filling under floors with gravel or other approved quality of filling, spread, Watered & well rammed in 3'' thick layers. (Earth available at site)

Filling under floors with gravel or other approved quality of filling, spread, Watered & well rammed in 3'' thick layers. (earth not avilable at site)

Filling under floors with gravel or other approved quality of filling, spread, Watered & well rammed in 3'' thick layers.(within Colombo Municipal limits)

Page 82: New BSR 16-02-2010

Excavation & earthwork Materials

Excavation & earthwork Earth with transport 1.35 Cube

Excavation & earthwork Labour

Excavation & earthwork Un / skilled Labour 1.75 day

Excavation & earthwork Add

Excavation & earthwork Tools

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork Preliminaries

Excavation & earthwork Cost for 1 Cube with Preliminaries

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork

A12

Excavation & earthwork Assume 1.2 Sqr

Excavation & earthwork Note

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork Materials

Excavation & earthwork 1½'' thick planks 40.00 Sq.ft

Excavation & earthwork 2'' x 6'' joist 40.00 l ft

Excavation & earthwork 2'' x 4'' joist 40.00 l ft

Excavation & earthwork Wire nails 0.50 kg

Excavation & earthwork

Excavation & earthwork 3% westege

Excavation & earthwork Cost for 4 uses

Excavation & earthwork

Excavation & earthwork for single use

Excavation & earthwork

Excavation & earthwork Labour

Excavation & earthwork Skilled Labour 0.50 day

Excavation & earthwork Un / skilled Labour 0.50 day

Excavation & earthwork Add

Excavation & earthwork Tools

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork Preliminaries

Excavation & earthwork

Excavation & earthwork Cost for 1 Sqr with Preliminaries

Excavation & earthwork

Earth work support in trenches up to 5' 0'' deep.(open planking)

Consider trench 12'-0" long 3'-0" wide and 5'-0" deep open planking to both side. (class II Timber)

Page 83: New BSR 16-02-2010

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork

A13

Excavation & earthwork Note

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork Materials

Excavation & earthwork 1½" thick planks 110.00 Sq.ft

Excavation & earthwork 2'' x 6'' joist 40.00 l ft

Excavation & earthwork 2'' x 4'' joist 24.00 l ft

Excavation & earthwork Wire nails 0.50 kg

Excavation & earthwork Cost for 4 uses

Excavation & earthwork

Excavation & earthwork For single use

Excavation & earthwork

Excavation & earthwork Labour

Excavation & earthwork Skilled labour 0.75 day

Excavation & earthwork Un /Skilled labour 1.50 day

Excavation & earthwork

Excavation & earthwork Add

Excavation & earthwork Tools

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork Preliminaries

Excavation & earthwork

Excavation & earthwork Cost for 1 Sqr with Preliminaries

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork

A14

Excavation & earthwork assume 2 Sqr

Excavation & earthwork Materials

Excavation & earthwork 1½" thick planks 220.00 Sq.ft

Excavation & earthwork 12' 0'' long joist (2''x6'') 6.00 no

Excavation & earthwork 4' 0'' long props (2''x4'') 12.00 no

Excavation & earthwork Wire nails 2.00 kg

Excavation & earthwork

Excavation & earthwork Westage 3%

Excavation & earthwork Cost for 4 uses

Excavation & earthwork

Excavation & earthwork For single use

Earth work support in trenches up to 5' 0'' deep.(close planking)

Consider trench 10'-0" long 3'-0" wide and 5'-0" deep closed planking to both side (class II Timber)

Earth work support in trenches up to 10' 0'' deep. (close planking)

Page 84: New BSR 16-02-2010

Excavation & earthwork

Excavation & earthwork Labour

Excavation & earthwork Skilled labour 2.00 day

Excavation & earthwork Un /Skilled labour 3.00 day

Excavation & earthwork

Excavation & earthwork Add

Excavation & earthwork Tools

Excavation & earthwork 3% of labour Cost for tools

Excavation & earthwork

Excavation & earthwork Cost for one Sqr

Excavation & earthwork Preliminaries

Excavation & earthwork

Excavation & earthwork

Excavation & earthwork Cost for 1 Sqr with Preliminaries

Concrete work B1 Concrete 1:3:6 (2") grade 10

Concrete work MIXING Cost

Concrete work Materials

Concrete work Cement 13.00 bags

Concrete work Sand 0.60 Cube

Concrete work Metal 1.00 Cube

Concrete work Water 125.00 gal

Concrete work

Concrete work Labour

Concrete work Mixer operator 0.33 day

Concrete work Un / skilled Labour 2.00 day

Concrete work

Concrete work Plant & Equipment

Concrete work Concrete mixture(14/10) 0.33 day

Concrete work

Concrete work Cost for one Cube (mixing only)

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.75 day

Concrete work Vibrator operator 0.75 day

Concrete work 6 Un / skilled Labour 4.50 day

Concrete work

Concrete work

Concrete work Plant & Equipment

Concrete work Vibrator operator 0.75 day

Concrete work

Concrete work Add

Concrete work 3% of labour Cost for tools for tool

Page 85: New BSR 16-02-2010

Concrete work

Concrete work Curing

Concrete work

Concrete work Water 100.00 gal

Concrete work Un / skilled Labour 0.33 day

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work B2 Concrete 1:3:6 (1") grade 10

Concrete work

Concrete work MIXING Cost

Concrete work

Concrete work Materials

Concrete work Cement 13.00 bags

Concrete work Sand 0.60 Cube

Concrete work Metal 1.00 Cube

Concrete work Water 125.00 gal

Concrete work

Concrete work Labour

Concrete work Mixer operator 0.33 day

Concrete work Un / skilled Labour 2.00 day

Concrete work

Concrete work Plant & Equipment

Concrete work Concrete mixture (14/10) 0.33 day

Concrete work

Concrete work Cost for one Cube (mixing only)

Concrete work

Concrete work

Concrete work LAYING Cost

Concrete work Mason 0.75 day

Concrete work Vibrator operator 0.75 day

Concrete work 6 Un / skilled Labour 4.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Vibrator operator 0.75 day

Concrete work

Concrete work Add

Concrete work 3% of labour Cost for tools for tool

Concrete work

Concrete work

5% of labour Cost for scaffolding for scafolding

5% of labour Cost for scaffolding for scafolding

Page 86: New BSR 16-02-2010

Concrete work Curing

Concrete work Water 100.00 gal.

Concrete work Un / skilled Labour 0.33 day

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

Concrete work B3 Concrete 1:2½:5 (1") grade 15

Concrete work MIXING Cost

Concrete work Materials

Concrete work Cement 14.00 bags

Concrete work Sand 0.60 Cube

Concrete work Metal 1.00 Cube

Concrete work Water 125.00 gal

Concrete work

Concrete work Labour

Concrete work Mixer operator 0.33 day

Concrete work Un / skilled Labour 2.00 day

Concrete work

Concrete work Plant & Equipment

Concrete work Concrete mixture (14/10) 0.33 day

Concrete work

Concrete work Cost for one Cube (mixing only)

Concrete work

Concrete work LAYING Cost

Concrete work Mason 0.75 day

Concrete work Vibrator operator 0.75 day

Concrete work 6 Un / skilled Labour 4.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Vibrator operator 0.75 day

Concrete work

Concrete work Add

Concrete work 3% of labour Cost for tools for tool

Concrete work

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal.

Concrete work Un / skilled Labour 0.33 day

Concrete work

5% of labour Cost for scaffolding for scafolding

Page 87: New BSR 16-02-2010

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

Concrete work B4 Concrete 1:2:4 (3/4") grade 20

Concrete work MIXING Cost

Concrete work Materials

Concrete work Cement 18.00 bags

Concrete work Sand 0.60 Cube

Concrete work Metal 1.00 Cube

Concrete work Water 125.00 gal

Concrete work

Concrete work Labour

Concrete work Mixer operator 0.33 day

Concrete work Un / skilled Labour 2.00 day

Concrete work

Concrete work Plant & Equipment

Concrete work Concrete mixture 0.33 day

Concrete work

Concrete work Cost for one Cube (mixing only)

Concrete work

Concrete work LAYING Cost

Concrete work Mason 0.75 day

Concrete work Vibrator operator 0.75 day

Concrete work 6 Un / skilled Labour 4.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Vibrator operator 0.75 day

Concrete work

Concrete work Add

Concrete work 3% of labour Cost for tools for tool

Concrete work

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal.

Concrete work Un / skilled Labour 0.33 day

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

5% of labour Cost for scaffolding for scafolding

Page 88: New BSR 16-02-2010

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work B5 Concrete 1:11/2:3 (3/4") grade 25

Concrete work MIXING Cost

Concrete work Materials

Concrete work Cement 23.00 bags

Concrete work Sand 0.60 Cube

Concrete work Metal 1.00 Cube

Concrete work Water 125.00 gal

Concrete work

Concrete work Labour

Concrete work Mixer operator 0.33 day

Concrete work Un / skilled Labour 2.00 day

Concrete work

Concrete work Plant & Equipment

Concrete work Concrete mixture 14/10 0.33 day

Concrete work

Concrete work Cost for one Cube (mixing only)

Concrete work

Concrete work LAYING Cost

Concrete work Mason 0.75 day

Concrete work Vibrator operator 0.75 day

Concrete work 6 Un / skilled Labour 4.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Vibrator operator 0.75 day

Concrete work

Concrete work Add

Concrete work 3% of labour Cost for tools for tool

Concrete work

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal.

Concrete work Un / skilled Labour 0.33 day

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work B5a Concrete1 :1:2 (3/4") grade 30

Concrete work MIXING Cost

Concrete work Materials

Concrete work Cement 31.00 bags

5% of labour Cost for scaffolding for scafolding

Page 89: New BSR 16-02-2010

Concrete work Sand -rough 0.60 Cube

Concrete work Metal 1.00 Cube

Concrete work Water 125.00 gal

Concrete work

Concrete work Labour

Concrete work Mixer operator 0.33 day

Concrete work Un / skilled Labour 2.00 day

Concrete work

Concrete work Plant & Equipment

Concrete work Concrete mixture 0.33 day

Concrete work

Concrete work Cost for one Cube (mixing only)

Concrete work

Concrete work LAYING Cost

Concrete work Mason 0.75 day

Concrete work Vibrator operator 0.75 day

Concrete work 6 Un / skilled Labour 4.50 day

Concrete work

Concrete work

Concrete work Plant & Equipment

Concrete work Vibrator operator 0.75 day

Concrete work

Concrete work Add

Concrete work 3% of labour Cost for tools for tool

Concrete work

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal.

Concrete work Un / skilled Labour 0.33 day

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

Concrete work

B6

Concrete work

Concrete work Materials

Concrete work mixed Concrete 0.17 Cube

Concrete work (As per item B.01)

Concrete work 10% for Wastage

5% of labour Cost for scaffolding for scafolding

2" thick blinding layer under wall / column foundation (1:3:6 -2") grade 10

Page 90: New BSR 16-02-2010

Concrete work

Concrete work Labour

Concrete work Skilled Labour 0.25 day

Concrete work Un / skilled Labour 1.00 day

Concrete work

Concrete work Tools

Concrete work 3% of labour Cost for tools

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work

B7

Concrete work Materials

Concrete work mixed Concrete 0.17 Cube

Concrete work (As per item B.02)

Concrete work Add

Concrete work 10 % for Wastage

Concrete work

Concrete work Labour

Concrete work Skilled Labour 0.25 day

Concrete work Un / skilled Labour 1.00 day

Concrete work

Concrete work Tools

Concrete work 3% of labour Cost for tools

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work

B8

Concrete work Materials

Concrete work mixed Concrete 0.25 Cube

Concrete work (As per item B.02)

Concrete work Add

Concrete work 10 % for Wastage

Concrete work

Concrete work Labour

Concrete work Skilled Labour 0.25 day

Concrete work Un / skilled Labour 1.00 day

Concrete work

2" thick blinding layer under wall/ column foundation (1:3:6 -1") grade 10

3" thick blinding layer under wall/ column foundation (1:3:6 -1") grade 10

Page 91: New BSR 16-02-2010

Concrete work 3% of labour Cost for tools

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work

B9

Concrete work

Concrete work Materials

Concrete work mixed Concrete (As per item no 2) 0.33 Cube

Concrete work Add

Concrete work 10 % for Wastage

Concrete work

Concrete work Labour

Concrete work Skilled Labour 0.33 day

Concrete work Un / skilled Labour 1.33 day

Concrete work

Concrete work Plant & Equipment

Concrete work Vibrator operator 0.25 day

Concrete work 3% of labour Cost for tools

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work

Concrete work

B10

Concrete work Assume 10 L.ft

Concrete work Materials

Concrete work Concrete (B.04) 0.02 Cube

Concrete work Sawn form work 13.70 S.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.13 day

Concrete work Un / skilled Labour 0.13 day

Concrete work

Concrete work Cost for 10 L.ft

Concrete work Cost for one L.ft

Concrete work Preliminaries

4" thick ground floor slab (1:3:6 -1") Grade10

Cement Concrete 1:2:4(3/4) lintol size 41/2'' x 6'' with & including formwork (reinforcement paid separately)

Page 92: New BSR 16-02-2010

Concrete work

Concrete work Cost for 1 L.ft with Preliminaries

Concrete work

Concrete work

B11

Concrete work Assume 10 L.ft

Concrete work

Concrete work Materials

Concrete work Concrete (B.04) 3.75 c.ft

Concrete work Sawn form work 20.00 s.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.13 day

Concrete work Un / skilled Labour 0.13 day

Concrete work

Concrete work Cost for 10 L.ft

Concrete work Cost for one L.ft

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 L.ft with Preliminaries

Concrete work

Concrete work

Concrete work

B12

Concrete work

Concrete work Materials

Concrete work

Concrete work Concrete (B.04) 5.63 c.ft

Concrete work Sawn form work 22.50 s.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.25 day

Concrete work Un / skilled Labour 0.25 day

Concrete work

Concrete work Cost for 10 L.ft

Concrete work Cost for one L.ft

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1.0 l.ft with perlimanary

Concrete work

Concrete work

Cement Concrete 1:2:4(3/4") lintol size 6'' x 9'' with & including formwork (reinforcement paid separately)

Cement Concrete 1:2:4(3/4") lintol size 9'' x 9'' with & including formwork

Page 93: New BSR 16-02-2010

Concrete work

B13

Concrete work Materials

Concrete work Concrete (B.04) 7.50 c.ft

Concrete work Sawn form work 27.72 s.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.25 day

Concrete work Un / skilled Labour 0.25 day

Concrete work

Concrete work Cost for 10 L.ft

Concrete work Cost for one L.ft

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1.0 l.ft with perlimanary

Concrete work

Concrete work

Concrete work

B14

Concrete work

Concrete work Materials

Concrete work

Concrete work Concrete (B 04) 5.60 c.ft

Concrete work Sawn form work 27.00 s.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.25 day

Concrete work Un / skilled Labour 0.25 day

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for one L.ft

Concrete work

Concrete work

Concrete work

B15

Concrete work Materials

Concrete work Concrete (B 04) 8.40 c.ft

Concrete work Sawn form work 30.00 s.ft

Concrete work

Concrete work Add

Cement Concrete 1:2:4(3/4") lintol size 9'' x 12'' with & including formwork

Cement Concrete 1:2:4(3/4") lintol size 6'' x 13' 6'' with & including formwork

Cement Concrete 1:2:4(3/4") lintol size 9'' X 13' 6'' with & including formwork

Page 94: New BSR 16-02-2010

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.25 day

Concrete work Un / skilled Labour 0.25 day

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for one L.ft

Concrete work

Concrete work

B16

Concrete work Materials

Concrete work Concrete (B 04) 11.20 c.ft

Concrete work Sawn form work 22.50 s.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.25 day

Concrete work Un / skilled Labour 0.25 day

Concrete work

Concrete work

Concrete work Cost for one L.ft

Concrete work Preliminaries

Concrete work

Concrete work Cost for one L.ft with prelimineries

Concrete work

Concrete work

Concrete work

B17

Concrete work Materials

Concrete work Concrete (B 04) 1.37 c.ft

Concrete work Sawn form work 11.20 s.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.13 day

Concrete work Un / skilled Labour 0.13 day

Concrete work

Concrete work

Concrete work Cost for one L.ft

Cement Concrete 1:2:4(3/4") lintol size 12'' x 13' 6'' with & including formwork

Cement Concrete 1:2:4(3/4")lintol size 4 1/2" x4 1/2" with & including formwork.(rein forcement paid seperately)

Page 95: New BSR 16-02-2010

Concrete work Preliminaries

Concrete work

Concrete work Cost for one L.ft with prelimineries

Concrete work

Concrete work

Concrete work

Concrete work

B18

Concrete work 16no 9" x 9" columns each 5'-0" high

Concrete work .45 Cube (80 L.ft)

Concrete work

Concrete work Materials

Concrete work Mixed Concrete (As per item B.04) 0.45 Cube

Concrete work Add

Concrete work 5% Wastage

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.50 day

Concrete work Skilled Labour for Vibrator operator 0.50 day

Concrete work 3 Un /Skilled Labour 1.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Vibrator operator 0.50 day

Concrete work

Concrete work Add

Concrete work 3% of labour Cost for tools for tools

Concrete work

Concrete work

Concrete work Curing

Concrete work Water 50.00 gal

Concrete work Un /Skilled Labour 0.25 day

Concrete work

Concrete work

Concrete work Cost for .45 Cubes

Concrete work Cost for 1 Cubes

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B19 9" x 9" Concrete columns in first floor

Concrete work 9" x 9" Concrete columns in ground floor

Concrete work Add

Concrete column in ground floor (1:2:4 3\4")

5% of labour Cost for scaffolding for scaffolding

Page 96: New BSR 16-02-2010

Concrete work 2 Un / skilled Labour 1.00 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B20

Concrete work

Concrete work Cost of 9" x 9" columns

Concrete work

Concrete work Add

Concrete work Un /Skilled Labour 1.50 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

Concrete work B21 9" x 9" Concrete columns in third floor

Concrete work Cost of 9" x 9" columns

Concrete work

Concrete work Add

Concrete work Un /Skilled Labour 2.00 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

B22

Concrete work

Concrete work Materials

Concrete work As per item B 04

Concrete work Mixed Concrete 0.50 Cube

Concrete work

Concrete work Add

Concrete work 5% Wastage

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.50 day

Concrete work Vibrator operator 0.50 day

9" x 9" Concrete columns in second floor

Concrete columns in ground floor 10 no 12"x12" columns each 5' 0" high

Page 97: New BSR 16-02-2010

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work

Concrete work Plant & Equipment

Concrete work Vibrator operator 0.50 day

Concrete work

Concrete work Add

Concrete work 3% of labour Cost for tools for tools

Concrete work

Concrete work

Concrete work Curing

Concrete work Water 50.00 gal

Concrete work Un / skilled Labour 0.25 day

Concrete work

Concrete work

Concrete work

Concrete work Cost for one Cube without prelimineries

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

B23

Concrete work Cost of 12" x 12" columns

Concrete work Add

Concrete work 2 Un / skilled Labour 1.00 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

B24

Concrete work Cost of 12" x 12" columns

Concrete work Add

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

B25

5% of labour Cost for scaffolding for scaffolding

12" x 12" Concrete columns in first floor

12" x 12" Concrete columns in second floor

12" x 12" Concrete columns in third floor

Page 98: New BSR 16-02-2010

Concrete work Cost of 12" x 12" columns

Concrete work Add

Concrete work 4 Un /Skilled Labour 2.00 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

B26

Concrete work Assume 0.45 Cube

Concrete work Note 8 nos 9"x9' beam 10 ft long

Concrete work Materials

Concrete work Mixed Concrete (As per item no 4) 0.45 Cube

Concrete work Add 5% Wastage

Concrete work

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.50 day

Concrete work Skilled Labour for Vibrator operator 0.50 day

Concrete work 3 Un /Skilled Labour 1.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Add

Concrete work Vibrator operator 0.50 day

Concrete work Add

Concrete work 3%of labour Cost for tools

Concrete work 5%of labour Cost for scaffolding

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal

Concrete work Un /Skilled Labour 0.33 day

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B27 9" x 9" Concrete beam in first floor

Concrete work Cost of 9"x 9" beam

Concrete work Add

9" x 9" Concrete beams in ground floor level Grade 20

Page 99: New BSR 16-02-2010

Concrete work 2 Un / skilled Labour 1.00 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work B28 9" x 9" Concrete beam in second floor

Concrete work Cost of 9" x 9" beam

Concrete work Add

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B29 9" x 9" Concrete beam in third floor

Concrete work Cost of 9" x 9" beam

Concrete work Add

Concrete work 4 Un / skilled Labour 2.00 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

B30

Concrete work 6 nos 9" x12" beam 10ft long 0.5 Cube

Concrete work Materials

Concrete work Mixed Concrete (As per item no 4) 0.50 Cube

Concrete work Add

Concrete work Wastage

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.50 day

Concrete work Skilled Labour for Vibrator operator 0.50 day

Concrete work 3 Un /Skilled Labour 1.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Add

Concrete work Vibrator operator 0.50 day

Concrete work

Concrete work

Concrete work

Concrete work Tools

Concrete work Scaffolding

Concrete work

Concrete work Curing

Concrete beams in ground floor level Grade 20

Page 100: New BSR 16-02-2010

Concrete work Water 100.00 gal

Concrete work Un / skilled Labour 0.33 day

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work B31 Concrete beam in first floor

Concrete work Cost of 9" x 12" beam

Concrete work Add

Concrete work 2 Un / skilled Labour 1.00 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work B32 Concrete beam in second floor

Concrete work Cost of 9" x 12" beam

Concrete work Add

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B33 Concrete beam in third floor

Concrete work Cost of 9" x 12" beam

Concrete work Add

Concrete work 4 Un / skilled Labour 2.00 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B34 Concrete beams in ground floor level

Concrete work 5 nos 12"x12" beam 10 ft long

Concrete work Materials

Concrete work Mixed Concrete (As per item no 4) 0.50 Cube

Concrete work Add

Concrete work Wastage

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.50 day

Concrete work Skilled Labour for Vibrator operator 0.50 day

Page 101: New BSR 16-02-2010

Concrete work 3 Un /Skilled Labour 1.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Add

Concrete work Vibrator operator 0.50 day

Concrete work

Concrete work Tools

Concrete work Scaffolding

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal

Concrete work Un /Skilled Labour 0.33 day

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B35 Concrete beam in first floor

Concrete work Cost of 12" x 12" beam

Concrete work Add

Concrete work 2 Un /Skilled Labour 1.00 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B36 Concrete beam in second floor

Concrete work Cost of 12" x 12" beam

Concrete work Add

Concrete work 3 Un /Skilled Labour 1.50 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B37 Concrete beam in third floor

Concrete work Cost of 12" x 12" beam

Concrete work Add

Concrete work 4 Un /Skilled Labour 2.00 day

Concrete work

Concrete work Preliminaries

Page 102: New BSR 16-02-2010

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

B38

Concrete work

Concrete work

Concrete work Materials

Concrete work Mixed Concrete (As per item no 4) 0.33 Cube

Concrete work Add

Concrete work 5% Wastage

Concrete work

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.50 day

Concrete work Skilled Labourfor Vibrator operator 0.50 day

Concrete work 2 Un /Skilled Labour 1.00 day

Concrete work

Concrete work Plant & Equipment

Concrete work Add

Concrete work Vibrator operator 0.50 day

Concrete work

Concrete work Add

Concrete work Scaffolding

Concrete work Tools

Concrete work

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal

Concrete work Un /Skilled Labour 0.33 day

Concrete work

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B39 4" thick Concrete slab in second floor

Concrete work 4" thick Concrete slab in ground floor

Concrete work 2 Un /Skilled Labour 0.67 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Sqr with Preliminaries

4" thick Concrete slab in first floor Grade 20

Page 103: New BSR 16-02-2010

Concrete work

Concrete work

Concrete work B40 4" thick Concrete slab in third floor

Concrete work 4" thick Concrete slab in ground floor

Concrete work 3 Un /Skilled Labour 1.50 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work

Concrete work B41 5" thick Concrete slab in first floor

Concrete work MIXING Cost

Concrete work Materials

Concrete work Mixed Concrete

Concrete work As per item B 04 0.42 Cube

Concrete work Add

Concrete work Wastage 5%

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.50 day

Concrete work Skilled Labourfor Vibrator operator 0.50 day

Concrete work 3 Un /Skilled Labour 1.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Vibrator operator 0.50 day

Concrete work

Concrete work Add

Concrete work Scaffolding

Concrete work Tools

Concrete work

Concrete work Curing

Concrete work Water

Concrete work Un / skilled Labour 100.00 gal

Concrete work 0.33 day

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work B42 5" thick Concrete slab in second floor

Concrete work 5" thick Concrete slab in ground floor

Concrete work 2 Un / skilled Labour 1.00 day

Page 104: New BSR 16-02-2010

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work B43 5" thick Concrete slab in third floor

Concrete work 5" thick Concrete slab in ground floor

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work B44 6" thick Concrete slab in first floor

Concrete work 0.5 Cube

Concrete work MIXING Cost

Concrete work Materials

Concrete work Mixed Concrete

Concrete work As per item B 04 0.50 Cube

Concrete work Add

Concrete work Wastage

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.67 day

Concrete work Vibrator operator 0.67 day

Concrete work 3 Un / skilled Labour 2.00 day

Concrete work

Concrete work Plant & Equipment

Concrete work Vibrator operator 0.67 day

Concrete work

Concrete work Add

Concrete work

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal

Concrete work Un / skilled Labour 0.33 day

Concrete work Cost for 1 Sqr

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work B45 6" thick Concrete slab in second floor

Concrete work 6" thick Concrete slab in first floor

Concrete work 2 Un / skilled Labour 1.00 day

Page 105: New BSR 16-02-2010

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work B46 6" thick Concrete slab in third floor

Concrete work 6" thick Concrete slab in first floor

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work

Concrete work

B47

Concrete work

Concrete work Materials

Concrete work Concrete (As per the item B 05) 1.85 c.ft

Concrete work Sawn form work 13.70 s.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.13 day

Concrete work Un / skilled Labour 0.13 day

Concrete work

Concrete work

Concrete work Cost for one L.ft

Concrete work Preliminaries

Concrete work

Concrete work Cost for one L.ft with prelimineries

Concrete work

Concrete work

Concrete work

B48

Concrete work Materials

Concrete work Assume 10L.ft

Concrete work

Concrete work Concrete As per item B 05 3.75 c.ft

Concrete work Sawn form work 20.00 s.ft

Concrete work

Concrete work Add

Cement Concrete 1:11/2:3(3/4") lintol size 4' 6''x 6'' with & including formwork (reinforcement paid seperately)

Cement Concrete 1:11/2:3(3/4") lintol size 6'' x 9'' with & including formwork (reinforcement paid seperately)

Page 106: New BSR 16-02-2010

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.13 day

Concrete work Un /Skilled Labour 0.13 day

Concrete work

Concrete work

Concrete work Cost for one L.ft

Concrete work Preliminaries

Concrete work

Concrete work Cost for one L.ft with prelimineries

Concrete work

Concrete work

Concrete work

B49

Concrete work Assume 10L.ft

Concrete work Materials

Concrete work

Concrete work Concrete As per item B 05 5.63 c.ft

Concrete work Sawn form work 22.50 s.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.25 day

Concrete work Un /Skilled Labour 0.25 day

Concrete work

Concrete work

Concrete work Cost for one L.ft

Concrete work Preliminaries

Concrete work

Concrete work Cost for one L.ft with prelimineries

Concrete work

Concrete work

B50

Concrete work

Concrete work Assume 10L.ft

Concrete work Materials

Concrete work As per item B 05

Concrete work Concrete 7.50 c.ft

Concrete work Sawn form work 27.72 s.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.25 day

Concrete work Un /Skilled Labour 0.25 day

Cement Concrete 1:11/2:3(3/4") lintol size 9'' x 9'' with & including formwork (reinforcement paid separately)

Cement Concrete 1:11/2:3(3/4") lintol size 9'' x 12'' with & including formwork (reinforcement paid separately)

Page 107: New BSR 16-02-2010

Concrete work

Concrete work

Concrete work Cost for one L.ft

Concrete work Preliminaries

Concrete work

Concrete work Cost for one L.ft with prelimineries

Concrete work

Concrete work

B51

Concrete work Assume 10L.ft

Concrete work Materials

Concrete work

Concrete work Concrete As per item B 05 5.60 c.ft

Concrete work Sawn form work 27.00 s.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work

Concrete work Skilled Labour 0.25 day

Concrete work Un /Skilled Labour 0.25 day

Concrete work

Concrete work

Concrete work Cost for one L.ft

Concrete work Preliminaries

Concrete work

Concrete work Cost for one L.ft with prelimineries

Concrete work

Concrete work

Concrete work

B52

Concrete work Assume 10L.ft

Concrete work Materials

Concrete work

Concrete work Concrete As per item B 05 8.40 c.ft

Concrete work Sawn form work 30.00 s.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.25 day

Concrete work Un /Skilled Labour 0.25 day

Concrete work

Concrete work

Concrete work Cost for one L.ft

Cement Concrete 1:11/2:3(3/4") lintol size 6'' x 13' 6'' with & including formwork (reinfrcement paid separately)

Cement Concrete 1:11/2:3(3/4") lintol size 9'' x 13 ' 6'' with & including formwork (reinforcement paid separately)

Page 108: New BSR 16-02-2010

Concrete work Preliminaries

Concrete work

Concrete work Cost for one L.ft with prelimineries

Concrete work

Concrete work

Concrete work

Concrete work

B53

Concrete work Assume 10L.ft

Concrete work Materials

Concrete work

Concrete work Concrete As per item B 05 11.20 c.ft

Concrete work Sawn form work 22.50 s.ft

Concrete work

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.25 day

Concrete work Un / skilled Labour 0.25 day

Concrete work

Concrete work

Concrete work Cost for one L.ft

Concrete work Preliminaries

Concrete work

Concrete work Cost for one L.ft with prelimineries

Concrete work

Concrete work

Concrete work

B54

Concrete work Assume 10L.ft

Concrete work Materials

Concrete work

Concrete work Concrete As per item B 05 1.37 c.ft

Concrete work Sawn form work 11.20 s.ft

Concrete work

Concrete work Add

Concrete work Extra Cost of labour

Concrete work Skilled Labour 0.13 day

Concrete work Un /Skilled Labour 0.13 day

Concrete work

Concrete work

Concrete work Cost for one L.ft

Concrete work Preliminaries

Cement Concrete 1:11/2:3 (3/4") lintol size 12'' x 13' 6'' with & including formwork (reinforcement paid separately)

Cement Concrete 1:11/2:3(3/4") lintol size 4' 6'' x 4' 6'' with & including formwork (reinforcement paid separately)

Page 109: New BSR 16-02-2010

Concrete work

Concrete work Cost for one L.ft with prelimineries

Concrete work

Concrete work

Concrete work

Concrete work

B55

Concrete work

Concrete work Materials

Concrete work Mixed Concrete As per item B 05 0.45 Cube

Concrete work Add

Concrete work Wastage 5%

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.50 day

Concrete work Vibrator operator operator 0.50 day

Concrete work Un Skilled Labour 1.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Add

Concrete work Vibrator operator 0.50 day

Concrete work

Concrete work Add

Concrete work 3% of labour Cost for tools for tools

Concrete work

Concrete work

Concrete work

Concrete work Water 50.00 gal

Concrete work Un / skilled Labour 0.25 day

Concrete work

Concrete work Cost for 0.45 Cubes

Concrete work Cost for one Cube

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

Concrete work B56 9" x 9" Concrete colomns in first floor

Concrete work

Concrete work Add

Concrete work 2 Un / skilled Labour 1.00 day

Concrete colomns in ground floor 1 : 1 1/2 : 3(3/4") 16 no 9" x 9" columns each 5'0" high

5% of labour Cost for scaffolding for scaffolding

Cost for one Cube 9" x 9" colomns in ground floor

Page 110: New BSR 16-02-2010

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work B57

Concrete work

Concrete work Add

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work B58 9" x 9" Concrete colomns in third floor

Concrete work

Concrete work Add

Concrete work 4 Un / skilled Labour 2.00 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B59 Concrete colomns in ground floor

Concrete work

Concrete work

Concrete work Materials

Concrete work Mixed Concrete As per item B 05 0.50 Cube

Concrete work Add

Concrete work Wastage 5%

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work

Concrete work Mason 0.50 day

Concrete work Skilled Labour for Vibrator operator 0.50 day

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Add

Concrete work Vibrator operator 0.50 day

9" x 9" Concrete colomns in second floorCost for one Cube 9" x 9" colomns in ground floor

Cost for one Cube 9" x 9" colomns in ground floor

10 no 12" x 12" colomns each 5' 0" high 0.50 Cube

Page 111: New BSR 16-02-2010

Concrete work

Concrete work Add

Concrete work 3% of labour Cost for tools for tools

Concrete work

Concrete work

Concrete work Curing

Concrete work

Concrete work Water 50.00 gal

Concrete work Un / skilled Labour 0.25 day

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work Cost for 0.45 Cubes

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

B60

Concrete work Cost for one Cube 12" x 12" colomns

Concrete work

Concrete work Add

Concrete work 2 Un / skilled Labour 1.00 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

B61

Concrete work Cost for one Cube 12" x 12" colomns

Concrete work Add

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

B62

Concrete work Cost for one Cube 12" x 12" colomns

Concrete work Add

Concrete work 4 Un / skilled Labour 2.00 day

Concrete work

Concrete work Preliminaries

5% of labour Cost for scaffolding for scaffolding

12" x 12" Concrete colomns in first floor

12" x 12" Concrete colomns in second floor

12" x 12" Concrete colomns in third floor

Page 112: New BSR 16-02-2010

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

Concrete work

B63

Concrete work 8 no 9" x 9" beam 10' 0" ft long 0.45 Cube

Concrete work

Concrete work Materials

Concrete work Mixed Concrete As per item no 5 0.45 Cube

Concrete work Add

Concrete work Wastage

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work

Concrete work Mason 0.50 day

Concrete work Vibrator operator operator 0.50 day

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Add

Concrete work Vibrator operator 0.50 day

Concrete work

Concrete work Add

Concrete work

Concrete work 3% of labour Cost for tools for tool

Concrete work Curing

Concrete work

Concrete work Water 100.00 gal

Concrete work Un / skilled Labour 0.33 day

Concrete work Cost for 0.45 Cubes

Concrete work Cost for one Cube

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B64 9" x 9" Concrete colomns in first floor

Concrete work

Concrete work Add

Concrete work 2 Un / skilled Labour 1.00 day

9" x 9" Concrete beams in ground floor level

5% of labour Cost for scaffolding for scaffolding

Cost of one Cube in 9" x 9" beam in ground floor

Page 113: New BSR 16-02-2010

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

B65

Concrete work

Concrete work Add

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

B66

Concrete work

Concrete work Add

Concrete work 4 Un / skilled Labour 2.00 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

B67

Concrete work

Concrete work Materials

Concrete work

Concrete work Mixed Concrete As per item B 04 0.50 Cube

Concrete work Add

Concrete work Wastage

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.50 day

Concrete work Vibrator operator 0.50 day

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

12" x 12" Concrete colomns in second floor

Cost of one Cube in 9" x 9" beam in ground floor

12" x 12" Concrete colomns in third floor

Cost of one Cube in 9" x 9" beam in ground floor

Concrete beam in ground floor level 9" x 12"

6 no 9" x 12" beam 10' 0" ft long 0.50 Cube

Page 114: New BSR 16-02-2010

Concrete work Plant & Equipment

Concrete work Add

Concrete work Vibrator operator 0.50 day

Concrete work

Concrete work Add

Concrete work

Concrete work

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal

Concrete work Un / skilled Labour 0.33 day

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

Concrete work B68 Concrete beam in first floor 9" x 12"

Concrete work For one Cube 9" x 12" beam in ground floor

Concrete work Add

Concrete work 2 Un / skilled Labour 1.00 day

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

B69

Concrete work For one Cube 9" x 12" beam in ground floor

Concrete work Add

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

B70

Concrete work For one Cube 9" x 12" beam in ground floor

Concrete work Add

Concrete work 4 Un / skilled Labour 2.00 day

Concrete work

Concrete work

Concrete beam in second floor 9" x 12"

Concrete beam in third floor 9" x 12"

Page 115: New BSR 16-02-2010

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

B71

Concrete work

Concrete work Materials

Concrete work mixed Concrete As per item B 05 0.50 Cube

Concrete work Add

Concrete work Wastage

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.50 day

Concrete work Vibrator operator operator 0.50 day

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Add

Concrete work Vibrator operator 0.50 day

Concrete work

Concrete work Add

Concrete work

Concrete work

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal

Concrete work Un / skilled Labour 0.33 day

Concrete work

Concrete work for one Cube without Preliminaries

Concrete work

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work

B72

Concrete work

Concrete work Add

Concrete work 2 Un / skilled Labour 1.00 day

Concrete work

Concrete beam in ground floor level 12" X 12"

5 no 12" x 12" beam 10' 0" ft long 0.50 Cube

Concrete beam in first floor 12" x 12"

For one Cube 12" x 12" beam in ground floor

Page 116: New BSR 16-02-2010

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

B73

Concrete work

Concrete work Add

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

B74

Concrete work

Concrete work Add

Concrete work 4 Un / skilled Labour 2.00 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work B75 4" thick Concrete slab in first floor

Concrete work 0.33 Cube Grade 25

Concrete work Materials

Concrete work mixed Concrete As per item B 05 0.33 Cube

Concrete work Add

Concrete work Wastage

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.33 day

Concrete work Skilled Labourfor Vibrator operator 0.33 day

Concrete work 3 Un / skilled Labour 1.00 day

Concrete work

Concrete work Plant & Equipment

Concrete work Add

Concrete work Vibrator operator 0.33 day

Concrete work Add

Concrete work

Concrete work

Concrete beam in second floor 12" x 12"

For one Cube 12" x 12" beam in ground floor

Concrete beam in third floor 12" x 12"

For one Cube 12" x 12" beam in ground floor

Page 117: New BSR 16-02-2010

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal

Concrete work Un / skilled Labour 0.33 day

Concrete work For one Sqr without Preliminaries

Concrete work Preliminaries

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work For one Cube without Preliminaries

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work B76 4" thick Concrete slab in second floor

Concrete work

Concrete work

Concrete work

Concrete work 2 Un / skilled Labour 0.66 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work For one Cube without Preliminaries

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work

Concrete work B77 4" thick Concrete slab in third floor

Concrete work

Concrete work

Concrete work 3 Un / skilled Labour 1.00 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work For one Cube without Preliminaries

Concrete work Preliminaries

Concrete work Cost for 1 Cube with Preliminaries

Concrete work

Concrete work B78 5" thick Concrete slab in first floor

Concrete work MIXING Cost

Concrete work 0.42 Cube

Concrete work

Concrete work Materials

Cost for 4"thick Concrete slab in ground floor

Cost for 4"thick Concrete slab in ground floor

Page 118: New BSR 16-02-2010

Concrete work mixed Concrete As per item no 05 0.42 Cube

Concrete work Add

Concrete work Wastage 5%

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.50 day

Concrete work Vibrator operator 0.50 day

Concrete work 3 Un / skilled Labour 1.50 day

Concrete work

Concrete work Plant & Equipment

Concrete work Add

Concrete work Vibrator operator 0.50 day

Concrete work

Concrete work Add

Concrete work

Concrete work

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal

Concrete work Un / skilled Labour 0.33 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work

Concrete work B79 5" thick Concrete slab in second floor

Concrete work

Concrete work

Concrete work Un / skilled Labour 0.67 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work B80 5" thick Concrete slab in third floor

Concrete work

Concrete work 3 Un / skilled Labour 1.00 day

Concrete work

Concrete work Preliminaries

Cost for 5"thick Concrete slab in ground floor

Cost for 5"thick Concrete slab in ground floor

Page 119: New BSR 16-02-2010

Concrete work

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work B81 6" thick Concrete slab in first floor

Concrete work MIXING Cost

Concrete work 0.50 Cube

Concrete work Materials

Concrete work mixed Concrete As per item no 05 0.50 Cube

Concrete work Add

Concrete work Wastage

Concrete work

Concrete work LAYING Cost

Concrete work Labour

Concrete work Mason 0.67 day

Concrete work Vibrator operator operator 0.67 day

Concrete work 3 Un / skilled Labour 2.00 day

Concrete work

Concrete work Plant & Equipment

Concrete work Add

Concrete work Vibrator operator 0.67 day

Concrete work

Concrete work Add

Concrete work 3% of labour Cost for tools for tools

Concrete work

Concrete work Curing

Concrete work Water 100.00 gal

Concrete work Un / skilled Labour 0.33 day

Concrete work

Concrete work Preliminaries

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work B82 6" thick Concrete slab in second floor

Concrete work

Concrete work 2 Un / skilled Labour 0.67 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

Concrete work

Concrete work B83 6" thick Concrete slab in third floor

5% of labour Cost for scaffolding for scaffolding

Cost for 6"thick Concrete slab in ground floor

Page 120: New BSR 16-02-2010

Concrete work

Concrete work 3 Un / skilled Labour 1.00 day

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost for 1 Sqr with Preliminaries

Concrete work

FORM WORK

Formwork

Formwork

Formwork Materials

Formwork 1" thick plank 100.00 s.ft

Formwork 2"x1" 100.00 l.ft

Formwork 2"x2" 20.00 l.ft

Formwork Wire nails 1.00 kg

Formwork

Formwork Add

Formwork for Wastage 5%

Formwork Cost for for use

Formwork

Formwork Cost for one use

Formwork Mould oil 4.00 liter

Formwork

Formwork Labour

Formwork Skilled Labour 1.00 day

Formwork u/ Skilled Labour 1.00 day

Formwork

Formwork Add

Formwork 3% of labour Cost for tools for tools

Formwork

Formwork Preliminaries

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork

Formwork

B86

Formwork Assume 15 Sq.ft

Formwork Making mould

Formwork Materials

Formwork 1" thick plank class 11 18.00 s.ft

Formwork 2"x1" 9.00 l.ft

Formwork wire nails 0.50 kg

Formwork

Cost for 6"thick Concrete slab in ground floor

B84 & B85

Sawn formwork in sides of column foundation up to D.P.C level

Sawn formwork in 9"X 9" column in ground floor

Page 121: New BSR 16-02-2010

Formwork Add

Formwork Wastage 5%

Formwork

Formwork Labour

Formwork Skilled Labour 0.25 day

Formwork u/ Skilled Labour 0.25 day

Formwork

Formwork Add

Formwork 3% of labour Cost for tools for tools

Formwork

Formwork Mouilding Cost for four uses

Formwork

Formwork Mouilding Cost for one uses

Formwork

Formwork B Assembling (Per one use)

Formwork Materials

Formwork 4"x2" Timber - 10 use 9.00 L.ft

Formwork 4"x2" Timber for props-10 use 48.00 L.ft

Formwork 16mm bolt - 20 use 6.00 no

Formwork Mould Oil 0.50 Liter

Formwork

Formwork Labour

Formwork Skilled Labour 0.06 Day

Formwork Un/ Skilled Labour 0.06 Day

Formwork

Formwork Add

Formwork 3% of labour Cost for tools for tools

Formwork Labour Cost 5%

Formwork B Assebling Cost

Formwork

Formwork C Dismantling cleaning & repairing Cost

Formwork Labour

Formwork Skilled Labour 0.13 Day

Formwork Un/ Skilled Labour 0.13 Day

Formwork

Formwork Add

Formwork 3% of labour Cost for tools for tools

Formwork labour Cost 5%

Formwork Dismantling cleaning & repairing Cost

Formwork

Formwork Total Cost per use 15 s.ft

Formwork

Formwork

Formwork

Formwork

Page 122: New BSR 16-02-2010

Formwork Add Preliminaries

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork

Formwork

Formwork

Formwork

Formwork

B.87

Formwork Fost for ground floor

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork Add Preliminaries

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork

Formwork

Formwork

B.88

Formwork Cost for ground floor

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork Add Preliminaries

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork

Formwork

B.88a

Formwork Cost for ground floor

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork Add Preliminaries

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork

Formwork

Formwork

B.89

Formwork A Making mould

Formwork Materials

Formwork 1" thick plank class 11 60.00 s.ft

Formwork 2"x1" 25.00 l.ft

Formwork Wire nails 1.00 kg

Sawn from work in 9"x9" column in first floor

For column in first floor add 3% to ground floor rate

Sawn from work in 9"x9" column in Second floor

For column in first floor add 4% to ground floor rate

Sawn from work in 9"x9" column in third floor

For column in first floor add 5% to ground floor rate

Sown form work in 9"x 12" beam in ground floor 20'-0" long

Page 123: New BSR 16-02-2010

Formwork

Formwork Add

Formwork Wastage 5%

Formwork

Formwork Labour

Formwork Skilled Labour 1.00 day

Formwork Un/ Skilled Labour 1.00 day

Formwork

Formwork Add

Formwork 3% of labour Cost for tools for tools

Formwork

Formwork A moulding Cost for one use

Formwork

Formwork B Assembling

Formwork 4"x2" Timber - 15 use 110.00 l.ft

Formwork 4"x2" Timber for props-10 use 22.00 l.ft

Formwork Mould Oil 0.50 liter

Formwork

Formwork Labour

Formwork Skilled Labour 0.50 day

Formwork u/ Skilled Labour 2.00 day

Formwork

Formwork Add

Formwork 3% of labour Cost for tools for tools

Formwork

Formwork B assembling Cost

Formwork

Formwork C Dismantling cleaning & repairing Cost

Formwork Labour

Formwork Skilled Labour 0.25 day

Formwork u/ Skilled Labour 0.25 day

Formwork

Formwork Add

Formwork 3% of labour Cost for tools for tools

Formwork

Formwork Dismantling cleaning & repairing Cost

Formwork

Formwork Total Cost per use 55 s.ft

Formwork

Formwork

Formwork

Formwork Total Cost per use Sqr.

Formwork Preliminaries

5% of labour Cost for scaffolding for scaffolding (Scaffolding)

5% of labour Cost for scaffolding for scaffolding

5% of labour Cost for scaffolding for scaffolding

Page 124: New BSR 16-02-2010

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork

Formwork

Formwork

Formwork

Formwork

B.90

Formwork Cost for ground floor

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork Add Preliminaries

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork

Formwork

Formwork

B.91

Formwork Cost for ground floor

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork Add Preliminaries

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork

Formwork

Formwork

B.92

Formwork Cost for ground floor

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork Add Preliminaries

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork

Formwork B93 FORM WORK

Formwork

Formwork

Formwork Making mould

Formwork Materials

Formwork 1" thick plank class 11 100.00 s.ft

Formwork 2"x4" 55.00 l.ft

Sawn from work in 9"x12" column in first floor

for column in first floor add 3% to ground floor rate

Sawn from work in 9"x12" column in Second floor

for column in first floor add 4% to ground floor rate

Sawn from work in 9"x12" column in third floor

for column in first floor add 5% to ground floor rate

Sawn formwork for sofit of first floor slab

Page 125: New BSR 16-02-2010

Formwork wire nails 2.00 kg

Formwork

Formwork Add

Formwork Wastage 5%

Formwork

Formwork Labour

Formwork Skilled Labour 0.75 day

Formwork u/ Skilled Labour 0.75 day

Formwork

Formwork Add

Formwork 3% of labour Cost for tools for tools

Formwork

Formwork Mouilding Cost for four uses

Formwork

Formwork Mouilding Cost for one uses

Formwork

Formwork B Assembling (Per one use)

Formwork Materials

Formwork 4"x2" Timber props- (10 uses) 250.00 l.ft

Formwork 2"x1" Timber for props-(10 uses) 50.00 l.ft

Formwork Base plate (10 uses) 20.00 no

Formwork Mould Oil 0.50 liter

Formwork

Formwork Labour

Formwork Skilled Labour 1.50 day

Formwork 2 u/ Skilled Labour 3.00 day

Formwork

Formwork Add

Formwork 3% of labour Cost for tools for tools

Formwork

Formwork B Assebling Cost

Formwork

Formwork C Dismantling cleaning & repairing Cost

Formwork Labour

Formwork Skilled Labour 0.25 day

Formwork 2 u/ Skilled Labour 0.50 day

Formwork

Formwork Add

Formwork 3% of labour Cost for tools for tools

Formwork

Formwork Dismantling cleaning & repairing Cost

Formwork

Formwork

5% of labour Cost for scaffolding for scaffolding

5% of labour Cost for scaffolding for scaffolding

Page 126: New BSR 16-02-2010

Formwork

Formwork

Formwork Total Cost per use 1Sqr

Formwork Add Preliminaries

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork

Formwork

Formwork

Formwork

B. 94

Formwork Cost for ground floor

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork Add Preliminaries

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork

Formwork

Formwork

B.95

Formwork Cost for ground floor

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork Add Preliminaries

Formwork

Formwork Cost for 1 Sqr with Preliminaries

Formwork

Formwork

REINFORCEMENT

Reinforcement B96,B97,B101,B102,B106,&B107

Reinforcement

B 96

Reinforcement

Reinforcement Material

Reinforcement 25 dia Bars 50.00 Kg

Reinforcement Binding wire 0.25 Kg

Reinforcement

Reinforcement Wastage 10%

Reinforcement

Reinforcement Spacers & Chairs 1.5%

Sawn formwork in soffit of slab second flor

For beam in second floor add 4%to ground floor rate

Sawn formwork in soffit of slab third flor

For beam in third floor add 5%to ground floor rate

25 mm & 20mm dia tor steel reinforcement in fdn, Ground & first level.

Page 127: New BSR 16-02-2010

Reinforcement

Reinforcement

Reinforcement Labour

Reinforcement Skilled Labour 1.00 day

Reinforcement Un Skilled Labour 1.00 day

Reinforcement

Reinforcement

Reinforcement 3% of labour Cost for tools for tools

Reinforcement Cost of 50 Kg

Reinforcement Cost for one Kg

Reinforcement

Reinforcement

Reinforcement Cost for one Kg with Preliminaries

Reinforcement

Reinforcement

Reinforcement B98,B103,&B108

Reinforcement

B 98

Reinforcement

Reinforcement Material

Reinforcement 16 dia Bars 50.00 Kg

Reinforcement Binding wire 0.25 Kg

Reinforcement

Reinforcement Wastage 5%

Reinforcement

Reinforcement Spacers & Chairs 1.5%

Reinforcement

Reinforcement

Reinforcement Labour

Reinforcement Skilled Labour 1.00 day

Reinforcement Un Skilled Labour 1.00 day

Reinforcement

Reinforcement

Reinforcement 3% of labour Cost for tools for tools

Reinforcement Cost of 50 Kg

Reinforcement Cost for one Kg

Reinforcement

Reinforcement

Reinforcement Cost for one Kg with Preliminaries

Reinforcement

Reinforcement B99,B100,B104,B105,B109&B110

Reinforcement

B 99

Reinforcement

Reinforcement Material

16mm dia tor steel reinforcement up to first level.

12mm dia &10mm dia tor steel reinforcement up to first level.

Page 128: New BSR 16-02-2010

Reinforcement 16 dia Bars 50.00 Kg

Reinforcement Binding wire 0.75 Kg

Reinforcement

Reinforcement Wastage 10%

Reinforcement

Reinforcement Spacers & Chairs 1.5%

Reinforcement

Reinforcement

Reinforcement Labour

Reinforcement Skilled Labour 1.25 day

Reinforcement Un Skilled Labour 1.25 day

Reinforcement

Reinforcement

Reinforcement 3% of labour Cost for tools for tools

Reinforcement Cost of 50 Kg

Reinforcement Cost for one Kg

Reinforcement

Reinforcement

Reinforcement Cost for one Kg with Preliminaries

Reinforcement

Reinforcement B111&B112

Reinforcement

B 111

Reinforcement

Reinforcement Ground floor rate

Reinforcement

Reinforcement Add extra for

Reinforcement Labour

Reinforcement Skilled Labour 0.13 day

Reinforcement Un Skilled Labour 0.13 day

Reinforcement Add

Reinforcement 3% of labour Cost for tools for tools

Reinforcement For scaffolding 5%of labour Cost

Reinforcement

Reinforcement Cost of 50 Kg

Reinforcement Cost for one Kg

Reinforcement

Reinforcement

Reinforcement Cost for one Kg with Preliminaries

Reinforcement

Reinforcement

B 113

Reinforcement

Reinforcement ground floor rate

Reinforcement

25mm dia &20mm dia tor steel reinforcement in second floor

16mm dia tor steel reinforcement in second floor level & third floor level

Page 129: New BSR 16-02-2010

Reinforcement Add extra for

Reinforcement Labour

Reinforcement Skilled Labour 0.13 day

Reinforcement Un Skilled Labour 0.13 day

Reinforcement

Reinforcement Add

Reinforcement 3% of labour Cost for tools for tools

Reinforcement for scaffolding 5%of labour Cost

Reinforcement

Reinforcement Cost of 50 Kg

Reinforcement Cost for one Kg

Reinforcement

Reinforcement

Reinforcement Cost for one Kg with Preliminaries

Reinforcement

Reinforcement

Reinforcement B114 & B115

Reinforcement

B 114

Reinforcement

Reinforcement ground floor rate

Reinforcement

Reinforcement Add extra for

Reinforcement Labour

Reinforcement Skilled Labour 0.13 day

Reinforcement Un Skilled Labour 0.13 day

Reinforcement

Reinforcement Add

Reinforcement 3% of labour Cost for tools for tools

Reinforcement for scaffolding 5%of labour Cost

Reinforcement

Reinforcement Cost of 50 Kg

Reinforcement Cost for one Kg

Reinforcement

Reinforcement

Reinforcement Cost for one Kg with Preliminaries

Reinforcement

Reinforcement

Reinforcement B116,B117,B118,B119,B120&B121

Reinforcement

B 116

Reinforcement

Reinforcement Material

Reinforcement 6mm dia Bars 50.00 Kg

12mm & 10mm dia tor steel reinforcement in second floor level & third floor level

10mm & 6mm dia mild steel reinforcement up to first floor level

Page 130: New BSR 16-02-2010

Reinforcement Binding wire 1.00 Kg

Reinforcement

Reinforcement Wastage 5%

Reinforcement

Reinforcement Spacers & Chairs 1.5%

Reinforcement

Reinforcement

Reinforcement Labour

Reinforcement Skilled Labour 1.25

Reinforcement Un Skilled Labour 1.25

Reinforcement

Reinforcement

Reinforcement 3% of labour Cost for tools for tools

Reinforcement Cost of 50 Kg

Reinforcement Cost for one Kg

Reinforcement

Reinforcement

Reinforcement Cost for one Kg with Preliminaries

Reinforcement

Reinforcement B122 & B123

Reinforcement

B122

Reinforcement

Reinforcement ground floor rate

Reinforcement

Reinforcement Add extra for

Reinforcement Labour

Reinforcement Skilled Labour 0.25 day

Reinforcement Un Skilled Labour 0.25 day

Reinforcement

Reinforcement Add

Reinforcement 3% of labour Cost for tools for tools

Reinforcement for scaffolding 5%of labour Cost

Reinforcement

Reinforcement Cost of 50 Kg

Reinforcement Cost for one Kg

Reinforcement

Reinforcement

Reinforcement Cost for one Kg with Preliminaries

Reinforcement

Reinforcement

Reinforcement

Reinforcement

10mm & 6mm dia mild steel reinforcement in second floor level & third floor level

Page 131: New BSR 16-02-2010

Masonary work BRICK WORK

Masonary work

C.01

Masonary work

Masonary work Materials

Masonary work Bricks 1650.00 No

Masonary work Cement 4.00 bag

Masonary work Sand 0.25 Cube

Masonary work Water 150.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 2.50 day

Masonary work Un / skilled Labour 3.00 day

Masonary work

Masonary work Add

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Cube with Preliminaries

Masonary work

Masonary work

Masonary work

Masonary work

C.02

Masonary work Materials

Masonary work Bricks 1650.00 No

Masonary work Cement 4.00 bag

Masonary work Sand 0.25 Cube

Masonary work Water 150.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 3.00 day

Masonary work Un / skilled Labour 3.50 day

Masonary work

Masonary work Add

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Cube with Preliminaries

Masonary work

One brick thick brick wall in common brick in cement & sand 1:5 in ground floor level

One brick thick brick wall in common brick in cement & sand 1:5 in first floor

Page 132: New BSR 16-02-2010

Masonary work

Masonary work

C 03

Masonary work Materials

Masonary work Bricks 1650.00 No

Masonary work Cement 4.00 bag

Masonary work Sand 0.25 Cube

Masonary work Water 150.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 3.25 day

Masonary work Un / skilled Labour 4.00 day

Masonary work

Masonary work Add

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Cube with Preliminaries

Masonary work

Masonary work

Masonary work

Masonary work

C.04

Masonary work Materials

Masonary work Bricks 660.00 No

Masonary work Cement 1.50 bag

Masonary work Sand 0.10 Cube

Masonary work Water 75.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 1.25 day

Masonary work Un/skilled Labour 2.00 day

Masonary work

Masonary work Add

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

One brick thick brick wall in common brick in cement & sand 1:5 in second floor

Half brick thick brick wall in common brick in cement & sand 1:5 in ground floor

Page 133: New BSR 16-02-2010

Masonary work

C.05

Masonary work Materials

Masonary work Bricks 660.00 No

Masonary work Cement 1.50 bag

Masonary work Sand 0.10 Cube

Masonary work Water 75.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 1.50 day

Masonary work Un/skilled Labour 2.25 day

Masonary work

Masonary work Add

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

C.06

Masonary work Materials

Masonary work Bricks 660.00 No

Masonary work Cement 1.50 bag

Masonary work Sand 0.10 Cube

Masonary work Water 75.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 1.75 day

Masonary work Un / skilled Labour 2.50 day

Masonary work

Masonary work Add

Masonary work

Masonary work 3% of labour Cost for tools

Masonary work

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Half brick thick brick wall in common brick in cement & sand 1:5 in first floor

Half brick thick brick wall in common brick in cement & sand 1:5 in second floor

Page 134: New BSR 16-02-2010

Masonary work

C.07

Masonary work 10nos column 5'-0" high

Masonary work

Masonary work Materials

Masonary work Bricks 475.00 No

Masonary work Cement 1.50 bag

Masonary work Sand 0.10 Cube

Masonary work Water 50.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 1.50 day

Masonary work Un / skilled Labour 1.25 day

Masonary work

Masonary work Add

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 L.ft with Preliminaries

Masonary work

Masonary work

C.08

Masonary work 10nos column 5'-0" high

Masonary work

Masonary work Materials

Masonary work Bricks 475.00 No

Masonary work Cement 1.50 bag

Masonary work Sand 0.10 Cube

Masonary work Water 50.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 1.50 day

Masonary work Un/skilled Labour 1.50 day

Masonary work

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 L.ft with Preliminaries

Masonary work

9''X 9'' Brick column in cement & sand 1: 5 in ground floor

9''X 9'' Brick column in cement & sand 1: 5 in first floor

Page 135: New BSR 16-02-2010

Masonary work

C.09

Masonary work

Masonary work 10nos column 5'-0" high

Masonary work Materials

Masonary work Bricks 475.00 No

Masonary work Cement 1.50 bag

Masonary work Sand 0.10 Cube

Masonary work Water 50.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 1.75 day

Masonary work Un / skilled Labour 1.75 day

Masonary work

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 L.ft with Preliminaries

Masonary work

Masonary work

C.10

Masonary work 6nos column 5'-0" high

Masonary work

Masonary work Materials

Masonary work Bricks 415.00 No

Masonary work Cement 1.10 bag

Masonary work Sand 0.08 Cube

Masonary work Water 60.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 1.00 day

Masonary work Un / skilled Labour 1.00 day

Masonary work

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 L.ft with Preliminaries

Masonary work

9''X 9'' Brick column in cement & sand 1: 5 in second floor

12''X 12'' Brick column in cement & sand 1: 5 in ground floor

Page 136: New BSR 16-02-2010

Masonary work

C.11

Masonary work

Masonary work 6nos column 5'-0" high

Masonary work

Masonary work Materials

Masonary work Bricks 415.00 No

Masonary work Cement 1.10 bag

Masonary work Sand 0.08 Cube

Masonary work Water 60.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 1.25 day

Masonary work Un / skilled Labour 1.00 day

Masonary work

Masonary work Add

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 L.ft with Preliminaries

Masonary work

Masonary work

C.12

Masonary work

Masonary work 6nos column 5'-0" high

Masonary work

Masonary work Materials

Masonary work Bricks 415.00 No

Masonary work Cement 1.10 bag

Masonary work Sand 0.08 Cube

Masonary work Water 50.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 1.25 day

Masonary work Un/skilled Labour 1.50 day

Masonary work

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

12''X 12'' Brick column in cement & sand 1: 5 in first floor

12''X 12'' Brick column in cement & sand 1: 5 in second floor

Page 137: New BSR 16-02-2010

Masonary work Cost for 1 L.ft with Preliminaries

Masonary work

Masonary work

C.13

Masonary work Materials

Masonary work Bricks 1240.00 No

Masonary work Cement 3.00 bag

Masonary work Sand 0.20 Cube

Masonary work Water 125.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 2.00 day

Masonary work Un/skilled Labour 2.25 day

Masonary work

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

Masonary work

C.14

Masonary work

Masonary work Materials

Masonary work Bricks 1240.00 No

Masonary work Cement 3.00 bag

Masonary work Sand 0.20 Cube

Masonary work Water 125.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 2.75 day

Masonary work Un/skilled Labour 3.25 day

Masonary work

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

One brick thick brick wall in common brick in cement & sand 1:5 in ground floor level

One brick thick brick wall in common brick in cement & sand 1:5 in first floor level

Page 138: New BSR 16-02-2010

Masonary work

Masonary work

C.15

Masonary work

Masonary work Materials

Masonary work Bricks 1240.00 No

Masonary work Cement 3.00 bag

Masonary work Sand 0.20 Cube

Masonary work Water 125.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 2.75 day

Masonary work Un/skilled Labour 3.50 day

Masonary work

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

D.01

Masonary work

Masonary work Materials

Masonary work Rubble 1.35 Cube

Masonary work Cement 5.00 bag

Masonary work Sand 0.40 Cube

Masonary work Water 100.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 3.00 day

Masonary work Un / skilled Labour 3.50 day

Masonary work

Masonary work Add

Masonary work

Masonary work 3% of labour Cost for tools

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Cube with Preliminaries

Masonary work

Masonary work

One brick thick brick wall in common brick in cement & sand 1:5 in second floor level

6" X 9" Random rubble Masonry in cement & sand 1:5 in foundation

Page 139: New BSR 16-02-2010

Masonary work

D.02

Masonary work

Masonary work Materials

Masonary work Rubble 2.00 Cube

Masonary work Cement 7.50 bag

Masonary work Sand 0.60 Cube

Masonary work Water 150.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 4.50 day

Masonary work Un / skilled Labour 4.50 day

Masonary work

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

D.03

Masonary work Materials

Masonary work Rubble 2.70 Cube

Masonary work Cement 10.00 bag

Masonary work Sand 0.80 Cube

Masonary work Water 200.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 5.50 day

Masonary work Un / skilled Labour 5.50 day

Masonary work

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

D.04

Masonary work Materials

Masonary work Rubble 3.50 Cube

Masonary work Cement 12.00 bag

6" X 9" Random rubble Masonry in cement & sand 1:5 in 1' 6" thick wall

6" X 9" Random rubble Masonry in cement & sand 1:5 in 2' 0" thick wall

6" X 9" Random rubble Masonry in cement & sand 1:5 in 2' 6" thick wall

Page 140: New BSR 16-02-2010

Masonary work Sand 1.00 Cube

Masonary work Water 300.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 6.50 day

Masonary work Un / skilled Labour 6.50 day

Masonary work

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

D.05

Masonary work Materials

Masonary work block 112.00 no

Masonary work Cement 0.85 bag

Masonary work Sand 0.08 Cube

Masonary work Water 100.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 2.25 day

Masonary work Un / skilled Labour 2.50 day

Masonary work

Masonary work Add

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

D.06

Masonary work Materials

Masonary work Block 112.00 no

Masonary work Cement 0.40 bag

Masonary work Sand 0.05 Cube

Masonary work Water 80.00 gal

Masonary work

Masonary work Labour

8" thick Solid block work in cement & sand 1;5 in ground floor (cavites un filled)

4" thick Solid block work in cement & sand 1:5 in ground floor ( cavite un filled)

Page 141: New BSR 16-02-2010

Masonary work Mason 1.50 day

Masonary work Un / skilled Labour 1.50 day

Masonary work

Masonary work Tools 3% of labour Cost for tools

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

D.07

Masonary work Materials

Masonary work block 112.00 no

Masonary work Cement 0.65 bag

Masonary work Sand 0.07 Cube

Masonary work Water 90.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 1.50 day

Masonary work Un / skilled Labour 2.00 day

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

Masonary work

D.08

Masonary work Materials

Masonary work Block work Cost for ground floor

Masonary work

Masonary work Add

Masonary work Extra labour Cost

Masonary work Skilled labourer 0.13 day

Masonary work Un/skilled Labour 0.33 day

Masonary work

Masonary work Preliminaries

Masonary work

Scaffolding 5% of labour Cost for scaffolding

6" thick Solid block work in cement & sand 1;5 in ground floor (Cavity un filled)

8" thick Solid block work in cement & sand 1;5 in first floor(cavities un filled)

Page 142: New BSR 16-02-2010

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

D.9

Masonary work Materials

Masonary work Block work Cost for ground floor

Masonary work

Masonary work add

Masonary work Extra labour Cost

Masonary work Skilled labourer 0.13 day

Masonary work Un/skilled labour 0.33 day

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

D.10

Masonary work Materials

Masonary work Block work Cost for ground floor 7.00

Masonary work

Masonary work add

Masonary work Extra labour Cost

Masonary work Skilled labourer 0.13 day

Masonary work Un/skilled labour 0.33 day

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

Masonary work

D.11

Masonary work

Masonary work Materials

Masonary work Block work Cost for ground floor

Masonary work

Masonary work Extra labour Cost

Masonary work Mason 0.33 day

Masonary work Un/skilled Labour 0.50 day

4" thick Solid block work in cement & sand 1;5 in first floor(cavities un filled)

6" thick Solid block work in cement & sand 1;5 in first floor(cavities un filled)

8" thick Solid block work in cement & sand 1;5 in second floor(cavities un filled)

Page 143: New BSR 16-02-2010

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

Masonary work

Masonary work

Masonary work

D.12

Masonary work Materials

Masonary work Block work Cost for ground floor

Masonary work

Masonary work Extra labour Cost

Masonary work Mason 0.33 day

Masonary work Un/skilled Labour 0.50 day

Masonary work

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

Masonary work

Masonary work

Masonary work

D.13

Masonary work Materials

Masonary work Block work Cost for ground floor

Masonary work

Masonary work Extra labour Cost

Masonary work Mason 0.50 day

Masonary work Un/skilled Labour 0.75 day

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

4" thick Solid block work in cement & sand 1;5 insecond floor(cavities un filled)

6" thick Solid block work in cement & sand 1;5 in second floor(cavities un filled)

Page 144: New BSR 16-02-2010

Masonary work

Masonary work

D.14

Masonary work Materials

Masonary work block 112.00 no

Masonary work Cement 0.85 bag

Masonary work Sand 0.08 Cube

Masonary work Water 100.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 2.25 day

Masonary work Un / skilled Labour 2.50 day

Masonary work

Masonary work Add

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

D.15

Masonary work Materials

Masonary work Block 112.00 no

Masonary work Cement 0.40 bag

Masonary work Sand 0.05 Cube

Masonary work Water 80.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 1.50 day

Masonary work Un / skilled Labour 1.50 day

Masonary work

Masonary work Tools 3% of labour Cost for tools

Masonary work

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

8" thick Hollow block work in cement & sand 1;5 in ground floor (cavites un filled)

4" thick Hollow block work in cement & sand 1:5 in ground floor ( cavite un filled)

Scaffolding 5% of labour Cost for scaffolding

Page 145: New BSR 16-02-2010

Masonary work

Masonary work

D.16

Masonary work Materials

Masonary work block 112.00 no

Masonary work Cement 0.65 bag

Masonary work Sand 0.07 Cube

Masonary work Water 90.00 gal

Masonary work

Masonary work Labour

Masonary work Mason 1.50 day

Masonary work Un / skilled Labour 2.00 day

Masonary work

Masonary work Add

Masonary work 3% of labour Cost for tools

Masonary work 5% of labour Cost for scaffolding

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

Masonary work

D.17

Masonary work Materials

Masonary work Block work Cost for ground floor

Masonary work

Masonary work Add

Masonary work Extra labour Cost

Masonary work Skilled labourer 0.13 day

Masonary work Un/skilled Labour 0.33 day

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

D.18

Masonary work Materials

Masonary work Block work Cost for ground floor

Masonary work

6" thick Hollow block work in cement & sand 1;5 in ground floor (Cavity un filled)

8" thick Hollow block work in cement & sand 1;5 in first floor(cavities un filled)

4" thick Hollow block work in cement & sand 1;5 in first floor(cavities un filled)

Page 146: New BSR 16-02-2010

Masonary work add

Masonary work Extra labour Cost

Masonary work Skilled labourer 0.13 day

Masonary work Un/skilled labour 0.33 day

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

D.19

Masonary work Materials

Masonary work Block work Cost for ground floor 7.00

Masonary work

Masonary work add

Masonary work Extra labour Cost

Masonary work Skilled labourer 0.13 day

Masonary work Un/skilled labour 0.33 day

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

Masonary work

D.20

Masonary work

Masonary work Materials

Masonary work Block work Cost for ground floor

Masonary work

Masonary work Extra labour Cost

Masonary work Mason 0.33 day

Masonary work Un/skilled Labour 0.50 day

Masonary work

Masonary work

Masonary work

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

6" thick Hollow block work in cement & sand 1;5 in first floor (cavities un filled)

8" thick Hollow block work in cement & sand 1;5 in second floor(cavities un filled)

Page 147: New BSR 16-02-2010

Masonary work

Masonary work

Masonary work

D.21

Masonary work Materials

Masonary work Block work Cost for ground floor

Masonary work

Masonary work Extra labour Cost

Masonary work Mason 0.33 day

Masonary work Un/skilled Labour 0.50 day

Masonary work

Masonary work

Masonary work Add

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

Masonary work

Masonary work

Masonary work

D.22

Masonary work Materials

Masonary work Block work Cost for ground floor

Masonary work

Masonary work Extra labour Cost

Masonary work Mason 0.50 day

Masonary work Un/skilled Labour 0.75 day

Masonary work

Masonary work

Masonary work Add

Masonary work Preliminaries

Masonary work

Masonary work Cost for 1 Sqr with Preliminaries

Masonary work

Masonary work

Masonary work

Masonary work

Masonary work

Masonary work

Masonary work

4" thick Hollow block work in cement & sand 1;5 insecond floor(cavities un filled)

6" thick Hollow block work in cement & sand 1;5 in second floor(cavities un filled)

Page 148: New BSR 16-02-2010

Roofwork

E.01

Roofwork Materials

Roofwork Class 1 Timber 5.55 c.ft

Roofwork Wastage 5%

Roofwork Reepers 2" x 2" 110.00 l.ft

Roofwork Wire nails 1.50 kg

Roofwork Calicut tiles 125.00 no

Roofwork Woodpreservitive 1.50 liter

Roofwork

Roofwork Labour

Roofwork Mason 2.00 day

Roofwork Un/skilled Labour 3.00 day

Roofwork

Roofwork Add

Roofwork Tools 3% of labour Cost for tools

Roofwork

Roofwork

Roofwork

Roofwork Preliminaries

Roofwork

Roofwork Cost for 1 Sqr with Preliminaries

Roofwork

Roofwork

Roofwork

Roofwork

E.02

Roofwork Materials

Roofwork Ridge tile 14.00 no

Roofwork sand 2.50 c.ft

Roofwork cement 0.35 bag

Roofwork lime 8.00 kg

Roofwork colouring powder 0.05 kg

Roofwork

Roofwork Labour

Roofwork s/k labourer 0.50 day

Roofwork Un/skilled Labour 0.50 day

Roofwork

Roofwork Add

Roofwork Tools

Roofwork 3% of labour Cost for tools

Calicut pattern tile hip roof in single storey building consisting of wall plate ridge plate beam struct rafters & reepers.

Scaffolding 5% of labour Cost for scaffolding

Calicut pattern ridge tile hip tile on single storey building in cement lime & sand 1;1;5 coloured to match tile

Page 149: New BSR 16-02-2010

Roofwork

Roofwork Scaffolding

Roofwork 5% of labour Cost for scaffolding

Roofwork

Roofwork Preliminaries

Roofwork Cost per one L ft with Preliminaries

Roofwork

Roofwork

E.03

Roofwork

Roofwork Materials

Roofwork Class 1 Timber 3.50 c.ft

Roofwork wire nails 1.00 kg

Roofwork asbastos sheet 115.00 sq.ft

Roofwork J bolt 20.00 no

Roofwork woodpreservitive 1.00 liter

Roofwork

Roofwork Labour

Roofwork s/k labour 1.50 day

Roofwork Un/skilled Labour 2.50 day

Roofwork

Roofwork .

Roofwork Add

Roofwork Tools

Roofwork 3% of labour Cost for tools

Roofwork

Roofwork Scaffolding

Roofwork 5% of labour Cost for scaffolding

Roofwork

Roofwork Preliminaries

Roofwork

Roofwork Cost for 1 Sqr with Preliminaries

Roofwork

Roofwork

Roofwork

E.04

Roofwork Materials

Roofwork Ridge 4.00 pair

Roofwork Roofing screws 16.00 no

Roofwork

Roofwork Labour

Roofwork s/k labourer 0.25 day

Corrugated asbastos cement sheet roofing with Timber fram in single storeyed building.

Asbastos ajestable close fitting ridge fixed complete with roofing screws or bolts

Page 150: New BSR 16-02-2010

Roofwork Un/skilled Labour 0.25 day

Roofwork

Roofwork Add

Roofwork Tools

Roofwork 3% of labour Cost for tools

Roofwork

Roofwork Scaffolding

Roofwork 5% of labour Cost for scaffolding

Roofwork

Roofwork Preliminaries

Roofwork Cost per one L ft with Preliminaries

Roofwork

Roofwork

Roofwork

E.05

Roofwork Materials

Roofwork Asbastos sheet 115.00 s.ft

Roofwork J bolt 20.00 no

Roofwork woodpreservitive 1.00 liter

Roofwork

Roofwork Labour

Roofwork s/k labourer 0.50 day

Roofwork 2 Un/skilled Labour 0.50 day

Roofwork

Roofwork Add

Roofwork Tools

Roofwork 3% of labour Cost for tools

Roofwork

Roofwork Scaffolding

Roofwork 5% of labour Cost for scaffolding

Roofwork

Roofwork Preliminaries

Roofwork Cost for 1 Sqr with Preliminaries

Roofwork

Roofwork

Roofwork

E.06

Roofwork Materials

Roofwork half round tile 500.00 no

Roofwork Labour

Roofwork 2 Un/skilled Labour 0.38 day

Roofwork

Corrugated asbastos cement sheet rooing with Timber frame in single storeyed building.

Half round tile on asbastos sheet roof (crest only )

Page 151: New BSR 16-02-2010

Roofwork Add

Roofwork 3% of labour Cost for tools

Roofwork 5% of labour Cost for scaffolding

Roofwork

Roofwork Preliminaries

Roofwork Cost for 1 Sqr with Preliminaries

Roofwork

Roofwork

Roofwork

E.07

Roofwork Materials

Roofwork Class 1 Timber 100.00 l.ft

Roofwork Wastage 5%

Roofwork Brass screws 100.00 no

Roofwork Wood primer 2.00 lit

Roofwork Enamel paint 4.00 lit

Roofwork Brush 0.10 no

Roofwork sand paper 3.00 no

Roofwork wood preservitive 2.00 lit

Roofwork

Roofwork Labour

Roofwork painter 1.00 day

Roofwork carpenter 3.00 day

Roofwork Un/skilled Labour 3.00 day

Roofwork

Roofwork Add

Roofwork 3% of labour Cost for tools

Roofwork 5% of labour Cost for scaffolding

Roofwork

Roofwork

Roofwork Preliminaries

Roofwork

Roofwork Cost per one L.ft with Preliminaries

Roofwork

Roofwork

Roofwork

E.08

Assume 1.2 Sqr

Roofwork Materials

3/4" thick 9" high valance board fixed with brass screws to end of rafters with & including one coat of primer & two coats of enamel paint

Asbastos cement plian sheet ceiling with class 1 Timber frame consisting of 4''x2"joist 2"x2" & 2"x1" battens 11/2" x11/2" cove moulding & 1/2"x1/2" beadings with painting

Page 152: New BSR 16-02-2010

Roofwork 4"x2" 48.00 l.ft

Roofwork 2"x2" 72.00 l.ft

Roofwork 2"x1" 18.00 l.ft

Roofwork asbastos ceiling sheet 138.00 s.ft

Roofwork wire nails 1.50 kg

Roofwork 11/2" x 11/2" cove mouilding 44.00 l.ft

Roofwork 1/2" x 1/2" beading 48.00

Roofwork primer 1.50 l.ft

Roofwork Emlusion paint 1.75 l.ft

Roofwork Brush 0.07 no

Roofwork sand paper 2.00 no

Roofwork wood preservitive 1.00 lit

Roofwork

Roofwork

Roofwork Labour

Roofwork painter 1.25 day

Roofwork carpenter 2.25 day

Roofwork Un/skilled Labour 2.00 day

Roofwork

Roofwork

Roofwork Add

Roofwork 3% of labour Cost for tools

Roofwork 5% of labour Cost for scaffolding

Roofwork

Roofwork

Roofwork Preliminaries

Roofwork

Roofwork Cost for 1 Sqr with Preliminaries

Roofwork

Roofwork

Roofwork

E.09

Roofwork Materials

Roofwork 4"x2" 48.00 l.ft

Roofwork 2"x2" 72.00 l.ft

Roofwork 2"x1" 18.00 l.ft

Roofwork 3/4" tk class 1 Timber ( Lumumidella ) 138.00 s.ft

Roofwork wire nails 1.00 kg

Roofwork 11/2" x 11/2" cove mouilding 44.00 l.ft

Roofwork primer 1.50 lit

Roofwork Emlusion paint 1.75 lit

Roofwork Brush 0.06 no

Roofwork sand paper 2.00 no

3/4" thick class 1 Timber ceiling with class 1 Timber frame consisting of 4''x2"joist 2"x2" & 2"x1" battens 11/2" x11/2" cove moulding with painting

Page 153: New BSR 16-02-2010

Roofwork wood preservitive 1.00 lit

Roofwork

Roofwork

Roofwork Labour

Roofwork painter 1.25 day

Roofwork Skilled labour 2.50 day

Roofwork Un/skilled Labour 2.50 day

Roofwork

Roofwork 3% of labour Cost for tools

Roofwork 5% of labour Cost for scaffolding

Roofwork

Roofwork Preliminaries

Roofwork Cost for 1 Sqr with Preliminaries

Roofwork

Plumbing PVC Pipe type 1000

Plumbing

F .01

Plumbing Materials

Plumbing 20mm pipe 50.00 l.ft

Plumbing clipe & nails

Plumbing solvent cement 75.00 grms

Plumbing Others

Plumbing

Plumbing Labour

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing

F.02

Plumbing Materials

20mm diameter pvc pipe fixed to wall or slab

25mm diameter pvc pipe fixed to wall or slab

Page 154: New BSR 16-02-2010

Plumbing 25mm pipe 50.00 l.ft

Plumbing clipe & nails

Plumbing solvent cement 75.00 grms

Plumbing Others

Plumbing

Plumbing Labour

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing

Plumbing F.03 32mm diameter pvc pipe fixed to wall

Plumbing Materials

Plumbing 32mm pipe 50.00 l.ft

Plumbing clipe & nails

Plumbing solvent cement 75.00 grms

Plumbing Others

Plumbing

Plumbing Labour

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Page 155: New BSR 16-02-2010

Plumbing

Plumbing F.04 32mm diameter pvc pipe laying trench

Plumbing Materials

Plumbing 32mm pipe 50.00 l.ft

Plumbing solvent cement 75.00 grms

Plumbing Others

Plumbing

Plumbing

Plumbing Labour

Plumbing excavation 0.75 day

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing F.05 40mm diameter pvc pipe fix to wall

Plumbing Materials

Plumbing 40mm pipe 50.00 l.ft

Plumbing clipe & nails

Plumbing solvent cement 100.00 grms

Plumbing Others

Plumbing

Plumbing Labour

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Page 156: New BSR 16-02-2010

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing F.06 40mm diameter pvc pipe laying trench

Plumbing Materials

Plumbing 40mm pipe 50.00 l.ft

Plumbing solvent cement 100.00 grms

Plumbing Others

Plumbing Labour

Plumbing excavation 0.75 day

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing F.07 50mm diameter pvc pipe fix to wall

Plumbing Materials

Plumbing 50mm pipe 50.00 l.ft

Plumbing clipe & nails

Plumbing solvent cement 75.00 grms

Plumbing Others

Plumbing

Plumbing Labour

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Page 157: New BSR 16-02-2010

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing

Plumbing F.08 50mm diameter pvc pipe laying trench

Plumbing Materials

Plumbing 50mm pipe 50.00 l.ft

Plumbing solvent cement 75.00 grms

Plumbing Others

Plumbing

Plumbing Labour

Plumbing excavation 0.75 day

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing F.09 63mm diameter pvc pipefix to wall

Plumbing Materials

Plumbing 63mm pipe 50.00 l.ft

Plumbing solvent cement 100.00 grms

Plumbing clipe & nails

Plumbing Others

Plumbing

Plumbing Labour

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Page 158: New BSR 16-02-2010

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing F.10 63mm diameter pvc pipe laying trench

Plumbing Materials

Plumbing 63mm pipe 50.00 l.ft

Plumbing solvent cement 100.00 grms

Plumbing Others

Plumbing

Plumbing Labour

Plumbing excavation 0.75 day

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing F.11 75mm diameter pvc pipe fix to wall

Plumbing Materials

Plumbing 75mm pipe 50.00 l.ft

Plumbing clipe & nails

Plumbing solvent cement 100.00 grms

Plumbing Other

Plumbing

Plumbing Labour

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Page 159: New BSR 16-02-2010

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing F.12 75mm diameter pvc pipe laying trench

Plumbing Materials

Plumbing 75mm pipe 50.00 l.ft

Plumbing solvent cement 100.00 grms

Plumbing Other

Plumbing

Plumbing Labour

Plumbing excavation 0.75 day

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing

Plumbing F.13 90mm diameter pvc pipe fix to wall

Plumbing Materials

Plumbing 90mm pipe 50.00 l.ft

Plumbing clipe & nails

Plumbing solvent cement 150.00 grms

Other

Plumbing

Plumbing Labour

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Page 160: New BSR 16-02-2010

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing

Plumbing F.14 90mm diameter pvc pipe laying trench

Plumbing Materials

Plumbing 90mm pipe 50.00 l.ft

Plumbing solvent cement 150.00 grms

Other

Plumbing

Plumbing Labour

Plumbing Excavation 0.75 day

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing F.15

Plumbing Materials

Plumbing 110mm pipe 50.00 l.ft

Plumbing solvent cement 150.00 grms

Other

Plumbing

Plumbing Labour

Plumbing Excavation 0.75 day

Plumbing Skilled labourer 0.75 day

Plumbing Un/skilled Labour 0.75 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

110mm diameter pvc pipe laying trench

Page 161: New BSR 16-02-2010

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 Lft with Preliminaries

Plumbing

Plumbing F.16

Plumbing Materials

Plumbing bend 10.00 Nos

Plumbing solvent cement 40.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing F.17

Plumbing Materials

Plumbing bend 10.00 l.ft

Plumbing solvent cement 50.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Supplying & fixing PVC bend 20mm dia.

Supplying & fixing PVC bend 25mm dia.

Page 162: New BSR 16-02-2010

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing F.18

Plumbing Materials

Plumbing bend 10.00 l.ft

Plumbing solvent cement 50.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing F.19

Plumbing

Plumbing Materials

Plumbing bend 10.00 l.ft

Plumbing solvent cement 75.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Supplying & fixing PVC bend 32mm dia.

Supplying & fixing PVC bend 40mm dia.

Page 163: New BSR 16-02-2010

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing F.20

Plumbing Materials

Plumbing bend 10.00 l.ft

Plumbing solvent cement 100.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing F.21

Plumbing Materials

Plumbing bend 10.00 l.ft

Plumbing solvent cement 140.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Supplying & fixing PVC bend 50mm dia.

Supplying & fixing PVC bend 63mm dia.

Page 164: New BSR 16-02-2010

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing ELBOW

Plumbing

F.22

Plumbing

Plumbing Materials

Plumbing elbow 10.00 l.ft

Plumbing solvent cement 40.00 grms

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

F.23

Plumbing Materials

Plumbing elbow 10.00 l.ft

Plumbing solvent cement 50.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Supplying & fixing PVC elbow 20mm .dia.

Supplying & fixing PVC elbow 25mm .dia.

Page 165: New BSR 16-02-2010

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing

F.24

Plumbing Materials

Plumbing elbow 10.00 l.ft

Plumbing solvent cement 50.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

F.25

Plumbing Materials

Plumbing elbow 10.00 l.ft

Plumbing solvent cement 75.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Supplying & fixing PVC elbow 32mm .dia.

Supplying & fixing PVC elbow 40mm .dia.

Page 166: New BSR 16-02-2010

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing

F.26

Plumbing Materials

Plumbing elbow 10.00 l.ft

Plumbing solvent cement 100.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing

F.27

Plumbing Materials

Plumbing elbow 10.00 l.ft

Plumbing solvent cement 140.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Supplying & fixing PVC elbow 50mm .dia.

Supplying & fixing PVC elbow 63mm .dia.

Page 167: New BSR 16-02-2010

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing TEE

Plumbing F.28

Plumbing Materials

Plumbing tee 10.00 l.ft

Plumbing solvent cement 50.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.50 hrs

Plumbing Un/skilled Labour 1.50 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing F.29 Supplying & fixing PVC tee 25mm .dia.

Plumbing Materials

Plumbing tee 10.00 l.ft

Plumbing solvent cement 60.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.50 hrs

Plumbing Un/skilled Labour 1.50 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Supplying & fixing PVC tee 20mm .dia.

Page 168: New BSR 16-02-2010

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing F.30 Supplying & fixing PVC tee 32mm .dia.

Plumbing Materials

Plumbing tee 10.00 l.ft

Plumbing solvent cement 75.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 2.00 hrs

Plumbing Un/skilled Labour 2.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing F.31

Plumbing Materials

Plumbing tee 10.00 l.ft

Plumbing solvent cement 90.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 2.00 hrs

Plumbing Un/skilled Labour 2.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Supplying & fixing PVC tee 40mm .dia.

Page 169: New BSR 16-02-2010

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing F.32

Plumbing Materials

Plumbing tee 10.00 l.ft

Plumbing solvent cement 120.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 2.00 hrs

Plumbing Un/skilled Labour 2.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing F.33

Plumbing Materials

Plumbing tee 10.00 l.ft

Plumbing solvent cement 200.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 2.00 hrs

Plumbing Un/skilled Labour 2.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Supplying & fixing PVC tee 50mm .dia.

Supplying & fixing PVC tee 63mm .dia.

Page 170: New BSR 16-02-2010

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing FAUCET SOCKET

Plumbing

F.34

Plumbing Materials

Plumbing Faucet socket 10.00 l.ft

Plumbing solvent cement 40.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing

F.35

Plumbing Materials

Plumbing Faucet socket 10.00 l.ft

Plumbing solvent cement 50.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Supplying & fixing PVC faucet socket 20 mm dia

Supplying & fixing PVC faucet socket 25 mm dia

Page 171: New BSR 16-02-2010

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing

F.36

Plumbing Materials

Plumbing Faucet socket 10.00 l.ft

Plumbing solvent cement 50.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un /Skilled labourer 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

F.37

Plumbing Materials

Plumbing Faucet socket 10.00 l.ft

Plumbing solvent cement 75.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Supplying & fixing PVC faucet socket 32 mm dia

Supplying & fixing PVC faucet socket 40 mm dia

Page 172: New BSR 16-02-2010

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing

F.38

Plumbing Materials

Plumbing Faucet socket 10.00 l.ft

Plumbing solvent cement 100.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing

F.39

Plumbing Materials

Plumbing Faucet socket 10.00 l.ft

Plumbing solvent cement 140.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Supplying & fixing PVC faucet socket 50 mm dia

Supplying & fixing PVC faucet socket 63 mm dia

Page 173: New BSR 16-02-2010

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing VALUE SOCKET

Plumbing

F.40

Plumbing Materials

Plumbing value socket 10.00 l.ft

Plumbing solvent cement 40.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

F.41

Plumbing Materials

Plumbing value socket 10.00 l.ft

Plumbing solvent cement 50.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Supplying & fixing PVC Value socket 20 mm dia

Supplying & fixing PVC value socket 25 mm dia

Page 174: New BSR 16-02-2010

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing 3% of labour Cost for tools

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

F.42

Plumbing Materials

Plumbing value socket 10.00 l.ft

Plumbing solvent cement 50.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing

F.43

Plumbing Materials

Plumbing value socket 10.00 l.ft

Plumbing solvent cement 75.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 2.00 hrs

Plumbing Un/skilled Labour 2.00 hrs

Plumbing

Supplying & fixing PVC value socket 32 mm dia

Supplying & fixing PVC value socket 40 mm dia

Page 175: New BSR 16-02-2010

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

F.44

Plumbing Materials

Plumbing value socket 10.00 l.ft

Plumbing solvent cement 100.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 2.00 hrs

Plumbing Un/skilled Labour 2.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing

F.45

Plumbing Materials

Plumbing value socket 10.00 l.ft

Plumbing solvent cement 140.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 2.00 hrs

Plumbing Un/skilled Labour 2.00 hrs

Plumbing

Supplying & fixing PVC value socket 50 mm dia

Supplying & fixing PVC value socket 63 mm dia

Page 176: New BSR 16-02-2010

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing SOCKET

Plumbing F.46

Plumbing Materials

Plumbing socket 10.00 l.ft

Plumbing solvent cement 40.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing F.47

Plumbing Materials

Plumbing socket 10.00 l.ft

Plumbing solvent cement 50.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un /Skilled labourer 1.00 hrs

Plumbing

Plumbing Add

Supplying & fixing PVC socket 20 mm dia

Supplying & fixing PVC socket 25 mm dia

Page 177: New BSR 16-02-2010

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing F.48

Plumbing Materials

Plumbing socket 10.00 l.ft

Plumbing solvent cement 50.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing F.49

Plumbing Materials

Plumbing socket 10.00 l.ft

Plumbing solvent cement 75.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 1.00 hrs

Plumbing Un/skilled Labour 1.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Supplying & fixing PVC socket 32 mm dia

Supplying & fixing PVC socket 40 mm dia

Page 178: New BSR 16-02-2010

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing F.50

Plumbing Materials

Plumbing socket 10.00 l.ft

Plumbing solvent cement 100.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 2.00 hrs

Plumbing Un/skilled Labour 2.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1Nos with Preliminaries

Plumbing

Plumbing

Plumbing

Plumbing F.51

Plumbing Materials

Plumbing socket 10.00 l.ft

Plumbing solvent cement 140.00 grms

Plumbing

Plumbing Labour

Plumbing Skilled labourer 2.00 hrs

Plumbing Un/skilled Labour 2.00 hrs

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing Scaffolding

Plumbing 5% of labour Cost for scaffolding

Plumbing

Plumbing Preliminaries

Supplying & fixing PVC socket 50 mm dia

Supplying & fixing PVC socket 63 mm dia

Page 179: New BSR 16-02-2010

Plumbing

Plumbing Cost for 1 Nos with Preliminaries

Plumbing

Plumbing

Finishes

Finishes

G.01

Finishes Internal wall

Finishes Materials

Finishes cement 0.85 bags

Finishes lime 60.00 kg

Finishes sand 0.06 Cube

Finishes Water 20.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 1.50 day

Finishes un /Skilled labourer 1.50 day

Finishes

Finishes Add

Finishes 3% of labour Cost for tools

Finishes 5% of labour Cost for scaffolding

Finishes

Finishes Cost for 1 Sqr without Preliminaries

Finishes Preliminaries

Finishes

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes

G.02

Finishes External wall

Finishes Materials

Finishes cement 0.85 bags

Finishes lime 30.00 kg

Finishes sand 0.06 Cube

Finishes Water 20.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 1.33 day

Finishes un /Skilled labourer 1.33 day

Finishes

Finishes Add

3/4" Thick plaster in cement lime & sand 1:1:5 finished smooth with neat lime in internal wall in ground floor

3/4" Thick plaster in cement lime & sand 1:1:5 finished semi rough in external wall in ground floor

Page 180: New BSR 16-02-2010

Finishes 3% of labour Cost for tools

Finishes 5% of labour Cost for scaffolding

Finishes

Finishes Cost for 1 Sqr without Preliminaries

Finishes Preliminaries

Finishes

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes

G.03

Finishes Materials

Finishes cement 0.85 bags

Finishes lime 60.00 kg

Finishes sand 0.06 Cube

Finishes Water 20.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 1.75 day

Finishes un /Skilled labourer 1.75 day

Finishes

Finishes Add

Finishes 3% of labour Cost for tools

Finishes 5% of labour Cost for scaffolding

Finishes

Finishes Cost for 1 Sqr without Preliminaries

Finishes Preliminaries

Finishes

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes

G.04

Finishes Materials

Finishes cement 0.85 bags

Finishes lime 30.00 kg

Finishes sand 0.06 Cube

Finishes Water 20.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 1.50 day

Finishes un /Skilled labourer 1.75 day

Finishes

3/4" Thick plaster in cement lime & sand 1:1:5 finished smooth in internal wall in first floor

3/4" Thick plaster in cement lime & sand 1;1;5 finished semi rough in external wall in first floor

Page 181: New BSR 16-02-2010

Finishes

Finishes Add

Finishes 3% of labour Cost for tools

Finishes 5% of labour Cost for scaffolding

Finishes

Finishes

Finishes Preliminaries

Finishes

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes

Finishes

G.05

Finishes Materials

Finishes cement 0.85 bags

Finishes lime 60.00 kg

Finishes sand 0.06 Cube

Finishes Water 20.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 2.00 day

Finishes un /Skilled labourer 2.00 day

Finishes

Finishes Add

Finishes 3% of labour Cost for tools

Finishes 5% of labour Cost for scaffolding

Finishes

Finishes Preliminaries

Finishes

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

G.06

Finishes Materials

Finishes cement 0.85 bags

Finishes lime 30.00 kg

Finishes sand 0.06 Cube

Finishes Water 20.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 1.75 day

Finishes un /Skilled labourer 2.00 day

3/4" Thick plaster in cement lime & sand 1:1:5 finished semi rough in internal wall in second floor

3/4" Thick plaster in cement lime & sand 1:1:5 finished semi rough in external wall in second floor

Page 182: New BSR 16-02-2010

Finishes

Finishes Add

Finishes 3% of labour Cost for tools

Finishes 5% of labour Cost for scaffolding

Finishes

Finishes Preliminaries

Finishes

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

G.07

Finishes Materials

Finishes cement 0.85 bags

Finishes lime 60.00 kg

Finishes sand 0.06 Cube

Finishes Water 20.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 2.25 hrs

Finishes un /Skilled labourer 2.00 hrs

Finishes

Finishes Add

Finishes 3% of labour Cost for tools

Finishes 5% of labour Cost for scaffolding

Finishes

Finishes

Finishes Preliminaries

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes

G.08

Finishes

Finishes Materials

Finishes cement 0.85 bags

Finishes lime 60.00 kg

Finishes sand 0.04 Cube

Finishes Water 20.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 2.25 day

Finishes un /Skilled labourer 2.25 day

1/2" Thick sides & soffits plaster in first floor slab in cement lime & sand 1:1:5 finished smooth with neat lime.

1/2" Thick sides & soffits plaster in second floor slab in cement lime & sand 1;1;5 finished smooth with neat lime

Page 183: New BSR 16-02-2010

Finishes

Finishes Add

Finishes 3% of labour Cost for tools

Finishes 5% of labour Cost for scaffolding

Finishes

Finishes

Finishes Preliminaries

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes

Finishes

G.09

Finishes Materials

Finishes Cement 2.00 bags

Finishes Sand 0.11 Cube

Finishes Tar 8.00 Ltr

Finishes Water 20.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 1.50 day

Finishes un /Skilled labourer 2.00 day

Finishes

Finishes Add

Finishes 3% of labour Cost for tools

Finishes 5% of labour Cost for scaffolding

Finishes

Finishes Preliminaries

Finishes

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes

G.10

Finishes Materials

Finishes Cement 0.85 bags

Finishes Lime 60.00 kg

Finishes Sand 0.04 Cube

Finishes Water 20.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 2.50 day

Finishes un /Skilled labourer 2.00 day

3/4" thick D.P.C. in cement and sand 1:3 finished with two coats of hot tar and blinded with sand.

1/2" Thick sides & soffits plaster in first floor beam in cement lime & sand 1:1:5 finished smooth with neat lime

Page 184: New BSR 16-02-2010

Finishes

Finishes Add

Finishes 3% of labour Cost for tools

Finishes 5% of labour Cost for scaffolding

Finishes

Finishes

Finishes Preliminaries

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes

G.11

Finishes Materials

Finishes cement 0.85 bags

Finishes lime 60.00 kg

Finishes sand 0.04 Cube

Finishes Water 20.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 2.75 hrs

Finishes un /Skilled labourer 2.25 hrs

Finishes

Finishes Add

Finishes 3% of labour Cost for tools

Finishes 5% of labour Cost for scaffolding

Finishes

Finishes

Finishes Preliminaries

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes H.01 PAVING

Finishes

Finishes brick 360.00 Nos

Finishes cement 2.00 bag

Finishes lime 30.00 Kg

Finishes sand 0.18 Cube

Finishes Water 25.00 gal

Finishes

Finishes Labour

1/2" Thick sides & soffits plaster in second floor beam in cement lime & sand 1:1:5 finished smooth with neat lime

3" Thick brick paving lime & sand 1:5 with & including 1/2" thick cement & sand 1:3 rendering finished smooth with neat cement

Page 185: New BSR 16-02-2010

Finishes Skilled labourer 1.50 day

Finishes un /Skilled labourer 1.75 day

Finishes

Finishes Add

Finishes 3% of labour Cost for tools

Finishes

Finishes

Finishes Preliminaries

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes

H.02

Finishes Materials

Finishes Cement 1.25 bags

Finishes Sand 0.04 Cube

Finishes Water 25.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 1.00 day

Finishes un /Skilled labourer 1.00 day

Finishes

Finishes Add

Finishes 3% of labour Cost for tools

Finishes

Finishes

Finishes Preliminaries

Finishes

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

H.03

Finishes Fixing only

Finishes Materials

Finishes Tile 400.00 no

Finishes Wastage 5%

Finishes Cement 3.00 bag

Finishes Sand 0.08 Cube

Finishes Tile grout 0.75 kg

Finishes Water 25.00 gal

Finishes

Finishes Labour

1/2" Thick cement rendering in cement & sand 1':3 finished smooth with neat cement

6" X6" White glazed tile including joint and point with tile grout & including 3/4" tk cement ^& sand 1;3 screed backing on ground floor

Page 186: New BSR 16-02-2010

Finishes Skilled labourer 3.00 day

Finishes un /Skilled labourer 3.00 day

Finishes Add

Finishes Tools

Finishes 3% of labour Cost for tools

Finishes

Finishes

Finishes Preliminaries

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

H4

Finishes Materials

Finishes Tile 225.00 no

Finishes Wastage 5%

Finishes Cement 3.00 bag

Finishes Sand 0.08 Cube

Finishes Tile grout 0.75 kg

Finishes Water 25.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 3.00 day

Finishes un /Skilled labourer 3.00 day

Finishes

Finishes Add

Finishes Tools

Finishes 3% of labour Cost for tools

Finishes

Finishes

Finishes Preliminaries

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

H5

Finishes Materials

Finishes Tile 100.00 no

Finishes Wastage 5%

Finishes Cement 3.00 bag

Finishes Sand 0.08 Cube

Finishes Tile grout 0.75 kg

Finishes Water 25.00 gal

8" X8" White glazed tile including joint and point with tile grout & including 3/4" tk cement & sand 1;3 screed backing on ground floor

12" X12" White glazed tile including joint and point with tile grout & including 3/4" tk cement & sand 1;3 screed backing on ground floor

Page 187: New BSR 16-02-2010

Finishes

Finishes Labour

Finishes Skilled labourer 3.00 day

Finishes un /Skilled labourer 3.00 day

Finishes

Finishes Add

Finishes Tools

Finishes 3% of labour Cost for tools

Finishes

Finishes

Finishes Preliminaries

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes

H6

Finishes Materials

Finishes Tile 400.00 no

Finishes Wastage 5%

Finishes Cement 3.00 bag

Finishes Sand 0.08 Cube

Finishes Tile grout 0.75 kg

Finishes Water 25.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 3.00 day

Finishes un /Skilled labourer 3.00 day

Finishes Add

Finishes Tools

Finishes 3% of labour Cost for tools

Finishes

Finishes

Finishes Preliminaries

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes

H7

Finishes Materials

Finishes Tile 150.00 no

Finishes Wastage 5%

6" X6" White glazed wall tile including joint and point with tile grout & including 3/4" tk cement & sand 1;3 screed backing on wall

8" X12" White glazed wall tile including joint and point with tile grout & including 3/4" tk cement & sand 1;3 screed backing on wall

Page 188: New BSR 16-02-2010

Finishes Cement 3.00 bag

Finishes Sand 0.08 Cube

Finishes Tile grout 0.75 kg

Finishes Water 25.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 3.00 day

Finishes un /Skilled labourer 3.00 day

Finishes

Finishes Add

Finishes Tools

Finishes 3% of labour Cost for tools

Finishes

Finishes

Finishes Preliminaries

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Finishes

Finishes

H8

Finishes Materials

Finishes Tile 225.00 no

Finishes Wastage 5%

Finishes Cement 3.00 bag

Finishes Sand 0.08 Cube

Finishes Tile grout 0.75 kg

Finishes Water 25.00 gal

Finishes

Finishes Labour

Finishes Skilled labourer 3.00 day

Finishes un /Skilled labourer 3.00 day

Finishes

Finishes Add

Finishes Tools

Finishes 3% of labour Cost for tools

Finishes

Finishes

Finishes Preliminaries

Finishes Cost for 1 Sqr with Preliminaries

Finishes

Painting PAINTING

8" X8" White glazed wall tile including joint and point with tile grout & including 3/4" tk cement & sand 1;3 screed backing on wall

Page 189: New BSR 16-02-2010

Painting

J-01

Painting Materials

Painting Emulsion paint 1.50 Lit

Painting Filler 1.00 Lit

Painting Sand paper 1.00 no

Painting Brush 0.07 no

Painting Water 25.00 gal

Painting

Painting Labour

Painting Skilled labourer 0.75 day

Painting un /Skilled labourer 0.75 day

Painting

Painting Add

Painting Tools

Painting 3% of labour Cost for tools

Painting 5% of labour Cost for scaffolding

Painting

Painting

Painting Preliminaries

Painting Cost for 1 Sqr with Preliminaries

Painting

Painting

J-02

Painting Materials

Painting Emulsion paint 1.50 Lit

Painting Filler 1.00 Lit

Painting Sand paper 1.00 no

Painting Brush 0.07 no

Painting Water 25.00 gal

Painting

Painting Labour

Painting Skilled labourer 1.00 day

Painting un /Skilled labourer 0.75 day

Painting

Painting Add

Painting Tools

Painting 3% of labour Cost for tools

Painting 5% of labour Cost for scaffolding

Painting

Painting

Painting Preliminaries

Prepare & apply approved type one coat of filler & two of emulsion paint to specified colour in ground floor internally

Prepare & apply approved type one coat of filler & two of emulsion paint to specified colour in first floor internally

Page 190: New BSR 16-02-2010

Painting Cost for 1 Sqr with Preliminaries

Painting

Painting

Painting

J-03

Painting Materials

Painting weathersheld paint 1.65 Lit

Painting Filler 1.00 Lit

Painting Sand paper 1.00 no

Painting Brush 0.10 no

Painting Water 25.00 gal

Painting

Painting Labour

Painting Skilled labourer 0.75 day

Painting un /Skilled labourer 0.75 day

Painting

Painting Add

Painting Tools

Painting 3% of labour Cost for tools

Painting 5% of labour Cost for scaffolding

Painting

Painting

Painting Preliminaries

Painting Cost for 1 Sqr with Preliminaries

Painting

Painting

Painting

J-04

Painting Materials

Painting Weathersheld paint 1.65 Lit

Painting Filler 1.00 Lit

Painting Sand paper 1.00 no

Painting Brush 0.08 no

Painting Water 25.00 gal

Painting

Painting Labour

Painting Skilled labourer 1.00 day

Painting un /Skilled labourer 1.00 day

Painting

Painting Add

Painting Tools

Prepare & apply approved type one coat of filler & two of weathershield paint to specified colour up to first floor level externally(ground floor)

Prepare & apply approved type one coat of filler & two of weathershield paint to specified colour above first floor level Externally

Page 191: New BSR 16-02-2010

Painting 3% of labour Cost for tools

Painting 5% of labour Cost for scaffolding

Painting

Painting

Painting Preliminaries

Painting Cost for 1 Sqr with Preliminaries

Painting

Painting

Painting

J-05

Painting Materials

Painting Emulsion paint 1.50 Lit

Painting Filler 1.00 Lit

Painting sand paper 1.00 no

Painting brush 0.07 no

Painting Water 25.00 gal

Painting

Painting Labour

Painting Skilled labourer 1.00 day

Painting un /Skilled labourer 1.00 day

Painting

Painting Add

Painting Tools

Painting 3% of labour Cost for tools

Painting 5% of labour Cost for scaffolding

Painting

Painting

Painting Preliminaries

Painting Cost for 1 Sqr with Preliminaries

Painting

Painting

J-06

Painting Materials

Painting Emulsion paint 1.50 Lit

Painting Filler 1.00 Lit

Painting sand paper 1.00 no

Painting brush 0.07 no

Painting Water 25.00 gal

Painting

Painting Labour

Painting Skilled labourer 1.10 day

Prepare & apply approved type one coat of filler & two of emulsion paint to specified colour in sides and soffit of beam and slab in first floor level

Prepare & apply approved type one coat of filler & two of emulsion paint to specified colour in sides and soffit of beams and slabs in second floor level

Page 192: New BSR 16-02-2010

Painting un /Skilled labourer 1.10 day

Painting

Painting Add

Painting Tools

Painting 3% of labour Cost for tools

Painting 5% of labour Cost for scaffolding

Painting

Painting

Painting Preliminaries

Painting Cost for 1 Sqr with Preliminaries

Painting

Painting

Electrical Electrical

Electrical K.01 Pendent lamp without bulb and shade

Electrical

Electrical Materials

Electrical 1/044 wire 0.25 coil

Electrical conduit pipe 5/8" 5.00 l.ft

Electrical Bend 1.00 no

Electrical ceiling rose 1.00 no

Electrical Holders 1.00 no

Electrical Switches 1.00 no

Electrical Switch box 1.00 no

Electrical Round block 1.00 no

Electrical Brass screws 1" 1.00 no

Electrical Brass screws 1/2" 2.00 no

Electrical Flexible wire 2 core 6.00 no

Electrical cement lime and sand

Electrical clips and wire nails

Electrical

Electrical Labour

Electrical un Skilled labour for chasing wall 0.13 day

Electrical Electricion 0.33 day

Electrical un Skilled labour 0.33 day

Electrical Mason for prepare surface 0.13 day

Electrical

Electrical Add

Electrical Tools

Electrical 3% of labour Cost for tools

Electrical 5% of labourer Cost

Electrical

Electrical

Electrical Preliminaries

Electrical Cost for one Point with Preliminaries

Page 193: New BSR 16-02-2010

Electrical

Electrical

Electrical

Electrical K.02 wall bracket with out bulb and shade

Electrical Materials

Electrical 1/044 wire 0.25 coil

Electrical conduit pipe 5/8" 10.00 l.ft

Electrical Bend 2.00 no

Electrical Holders 1.00 no

Electrical Switches 1.00 no

Electrical Switch box 1.00 no

Electrical cement lime and sand

Electrical clips and wire nails

Electrical

Electrical Labour

Electrical un Skilled labour for chasing wall 0.13 day

Electrical Electricion 0.13 day

Electrical un Skilled labour 0.33 day

Electrical Mason for prepare surface 0.33 day

Electrical

Electrical

Electrical Add

Electrical Tools

Electrical 3% of labour Cost for tools

Electrical 5% of labourer Cost

Electrical

Electrical

Electrical Preliminaries

Electrical Cost for one Point with Preliminaries

Electrical

Electrical

Electrical

Electrical K.03 5 amp socket outlets

Electrical Materials

Electrical 5 amp socket outlets 1.00 no

Electrical 1/044 wire 0.25 coil

Electrical 7/044 earth wire 0.10 coil

Electrical conduit pipe 5/8" 10.00 l.ft

Electrical Bend 2.00 no

Electrical Switch box 1.00 no

Electrical cement lime and sand

Electrical clips and wire nails

Electrical

Electrical Labour

Electrical un Skilled labour for chasing wall 0.13 day

Page 194: New BSR 16-02-2010

Electrical Electricion 0.13 day

Electrical un Skilled labour 0.33 day

Electrical Mason for prepare surface 0.33 day

Electrical

Electrical Add

Electrical 3% of labour Cost for tools

Electrical 5% of labourer Cost

Electrical

Electrical

Electrical Preliminaries

Electrical Cost for one Point with Preliminaries

Electrical

Concrete work

L.01

Concrete work

Concrete work Materials

Concrete work Ready mixed Concrete at site 30.00 m3

Concrete work Pumping car charges

Concrete work Pumping car Wastage 0.50 m3

Concrete work

Concrete work Labour

Concrete work 1.00 Vibrator operator 3.00 day

Concrete work 12.00 day

Concrete work 18.00 day

Concrete work

Concrete work Add

Concrete work Tools

Concrete work 3% of labour Cost for tools

Concrete work

Concrete work Plant

Concrete work Vibrator operator 3.00 day

Concrete work Curing

Concrete work un Skilled 2.00 day

Concrete work Water 800.00 gal

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost per 1 m3 wth Preliminaries

Concrete work

Suppying & placing ready mixed Concrete grade 20 (1:2:4 -3/4" ) in 125mm thick first floor slab

4.00 Skilled labour for placing Concrete & prepairing top surface

6.00 un Skilled labour for placing Concrete & prepairing top surface

Page 195: New BSR 16-02-2010

Concrete work

Concrete work

L.02

Concrete work 30 m3 in Colombo Municipal area

Concrete work

Concrete work

Concrete work Materials

Concrete work Redy mixed Concrete at site 30.00 m3

Concrete work Pumping car charges

Concrete work Pumping car Wastage 0.50 m3

Concrete work

Concrete work Labour

Concrete work 1.00 Vibrator operator 4.00 day

Concrete work 16.00 day

Concrete work 24.00 day

Concrete work

Concrete work Add

Concrete work Tools

Concrete work 3% of labour Cost for tools

Concrete work

Concrete work Plant

Concrete work Vibrator operator 4.00 day

Concrete work

Concrete work Curing

Concrete work un Skilled 2.00 day

Concrete work Water 800.00 gal

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost per 1 m3 wth Preliminaries

Concrete work

Concrete work

Concrete work

L.03

Concrete work 30m3 in Columbo Municipal area

Concrete work

Concrete work Materials

Concrete work Redy mixed Concrete at site 30.00 m3

Concrete work Pumping car charges

Suppying & placing redy mixed Concrete grade 20 (1:2:4 -3/4" ) in 225 x225mm columns in ground floor

222 no columns size 300x300mm &1500mm high.

4.00 Skilled labour for placing Concrete & prepairing top surface

6.00 un Skilled labour for placing Concrete & prepairing top surface

Suppying & placing ready mixed Concrete grade 25 (1:1 1/2:3 -3/4" ) in 125mm thick first floor slab

Page 196: New BSR 16-02-2010

Concrete work Pumping car Wastage 0.50 m3

Concrete work

Concrete work Labour

Concrete work 1.00 Vibrator operator operator 3.00 day

Concrete work 12.00 day

Concrete work 18.00 day

Concrete work

Concrete work Add

Concrete work Tools

Concrete work 3% of labour Cost for tools

Concrete work

Concrete work Plant

Concrete work Vibrator operator 3.00 day

Concrete work

Concrete work Curing

Concrete work un Skilled 2.00 day

Concrete work Water 800.00 gal

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost per 1 m3 wth Preliminaries

Concrete work

Concrete work

Concrete work

L.04

Concrete work 30m3 in Columbo Municipal area

Concrete work

Concrete work Materials

Concrete work Redy mixed Concrete at site 30.00 m3

Concrete work Pumping car charges

Concrete work Pumping car Wastage 0.50 m3

Concrete work

Concrete work Labour

Concrete work 1.00 Vibrator operator operator 1.00 day

Concrete work 16.00 day

Concrete work 24.00 day

Concrete work

Concrete work Add

4.00 Skilled labour for placing Concrete & prepairing top surface

6.00 un Skilled labour for placing Concrete & prepairing top surface

Suppying & placing redy mixed Concrete grade 25(1:11/2:3-3/4) in 225mmx225mm columns in ground floor.

222 no columns size 300x300mm &1500mm high.

4.00 Skilled labour for placing Concrete & prepairing top surface

6.00 un Skilled labour for placing Concrete & prepairing top surface

Page 197: New BSR 16-02-2010

Concrete work Tools

Concrete work 3% of labour Cost for tools

Concrete work

Concrete work Plant

Concrete work Vibrator operator 4.00 day

Concrete work

Concrete work Curing

Concrete work un Skilled 2.00 day

Concrete work Water 800.00 gal

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost per 1 m3 wth Preliminaries

Concrete work

Concrete work

Concrete work

L.05

Concrete work 20m3 in Columbo Municipal area

Concrete work Materials

Concrete work Redy mixed Concrete at site 20.00 m3

Concrete work Pumping car charges

Concrete work Pumping car Wastage 0.50 m3

Concrete work

Concrete work Labour

Concrete work 1.00 Vibrator operator operator 2.00 day

Concrete work 8.00 day

Concrete work 12.00 day

Concrete work

Concrete work Add

Concrete work Tools

Concrete work 3% of labour Cost for tools

Concrete work

Concrete work Plant

Concrete work Vibrator operator 2.00 day

Concrete work

Concrete work Curing

Concrete work un Skilled 2.00 day

Concrete work Water 800.00 gal

Concrete work

Concrete work

Suppying & placing ready mixed Concrete grade 20 (1:2:4-3/4) in 125mm thick first floor slab

4.00 Skilled labour for placing Concrete & prepairing top surface

6.00 un Skilled labour for placing Concrete & prepairing top surface

Page 198: New BSR 16-02-2010

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost per 1 m3 wth Preliminaries

Concrete work

Concrete work

Concrete work

L.06

Concrete work 20m3 in Columbo Municipal area

Concrete work

Concrete work Materials

Concrete work Redy mixed Concrete at site 20.00 m3

Concrete work Pumping car charges

Concrete work Pumping car Wastage 0.50 m3

Concrete work

Concrete work Labour

Concrete work 1.00 Vibrator operator operator 2.75 day

Concrete work 11.00 day

Concrete work 16.50 day

Concrete work

Concrete work Add

Concrete work Tools

Concrete work 3% of labour Cost for tools

Concrete work

Concrete work Plant

Concrete work Vibrator operator 2.75 day

Concrete work

Concrete work Curing

Concrete work un Skilled 2.00 day

Concrete work Water 800.00 gal

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost per 1 m3 wth Preliminaries

Concrete work

Concrete work

L.07

Concrete work 20m3 in Columbo Municipal area

Suppying & placing redy mixed Concrete grade 20(1:2:4-3/4") in 225mmx225mm columns in ground floor

148 no columns size 300x300mm &1500mm high.

4.00 Skilled labour for placing Concrete & prepairing top surface

6.00 un Skilled labour for placing Concrete & prepairing top surface

Suppying & placing redy mixed Concrete grade 25 (1:11/2:3-3/4) in 125mm thick first floor slab

Page 199: New BSR 16-02-2010

Concrete work Materials

Concrete work Redy mixed Concrete at site 20.00 m3

Concrete work Pumping car charges

Concrete work Pumping car Wastage 0.50 m3

Concrete work

Concrete work Labour

Concrete work 1.00 Vibrator operator operator 2.00 day

Concrete work 8.00 day

Concrete work 12.00 day

Concrete work

Concrete work Add

Concrete work Tools

Concrete work 3% of labour Cost for tools

Concrete work

Concrete work Plant

Concrete work Vibrator operator 2.00 day

Concrete work

Concrete work Curing

Concrete work un Skilled 2.00 day

Concrete work Water 800.00 gal

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost per 1 m3 wth Preliminaries

Concrete work

Concrete work

Concrete work

Concrete work

L.08

Concrete work 20m3 in Columbo Municipal area

Concrete work

Concrete work Materials

Concrete work Redy mixed Concrete at site 20.00 m3

Concrete work Pumping car charges

Concrete work Pumping car Wastage 0.50 m3

Concrete work

Concrete work Labour

Concrete work 1.00 Vibrator operator operator 2.75 day

Concrete work 11.00 day

4.00 Skilled labour for placing Concrete & prepairing top surface

6.00 un Skilled labour for placing Concrete & prepairing top surface

Suppying & placing redy mixed Concrete grade 25(1:11/2:3-3/4") in 225mmx225mm columns in ground floor

148 no columns size 300x300mm &1500mm high.

4.00 Skilled labour for placing Concrete & prepairing top surface

Page 200: New BSR 16-02-2010

Concrete work 16.50 day

Concrete work

Concrete work Add

Concrete work Tools

Concrete work 3% of labour Cost for tools

Concrete work

Concrete work Plant

Concrete work Vibrator operator 2.75 day

Concrete work

Concrete work Curing

Concrete work un Skilled 2.00 day

Concrete work Water 800.00 gal

Concrete work

Concrete work

Concrete work

Concrete work Preliminaries

Concrete work

Concrete work Cost per 1 m3 wth Preliminaries

Concrete work

Wood work

M 01

Wood work

Wood work Materials

Wood work 4''x3" Timber 20.00 l.ft

Wood work Plywood door sash 1.00 no

Wood work 4"x3" butt hinges 1.50 pair

Wood work 3/4" brass screws 24.00 no

Wood work 6" iong barrel boilt 1.00 no

Wood work 12" long barrel boilt 1.00 no

Wood work 1/2" brass screws 12.00 no

Wood work mortice lock 1.00 no

Wood work enamel paint 1.25 ltr

Wood work wood primer 0.50 ltr

Wood work 4" brush 0.10 no

Wood work hold fast 6.00 no

Wood work sand paper 2.00 no

Wood work

Wood work labour

Wood work painter 0.33 day

6.00 un Skilled labour for placing Concrete & prepairing top surface

singal hung door size 3'-6"x 7'-0" high overall with 4''x3'' class 1 Timber door frame and including 11/4" tk ordinary plywood door sash with and door lock with and including ironmongrey and painting

Page 201: New BSR 16-02-2010

Wood work carpainter 2.00 day

Wood work un skilld labourer 2.00 day

Wood work

Wood work Add

Wood work Tools

Wood work 3% of labour Cost for tools

Wood work 5% of labourer Cost

Wood work

Wood work

Wood work Preliminaries

Wood work Cost for door with Preliminaries

Wood work

Wood work

Wood work

Wood work

Wood work

Wood work

M 02

Wood work

Wood work Materials

Wood work 4''x3" Timber 20.00 l.ft

Wood work 11/4" Timber plank 24.50 no

Wood work Wastage 5%

Wood work 4"x3" b utt hinges 1.50 pair

Wood work 3/4" brass screws 24.00 no

Wood work 6" long barrel bolt 1.00 no

Wood work 12" long barrel bolt 1.00 no

Wood work 1/2" brass screws 12.00 no

Wood work Mortice lock 1.00 no

Wood work Enamel paint 1.25 ltr

Wood work Wood primer 0.50 ltr

Wood work 4" brush 0.10 no

Wood work Hold fast 6.00 no

Wood work Sand paper 2.00 no

Wood work

Wood work Labour

Wood work painter 0.50 day

Wood work carpainter 3.50 day

Wood work un skilld labourer 2.50 day

Wood work

Wood work Add

singal hung door size 3'-6"x 7'-0" high overall with 4''x3'' class 1 Timber door frame and including 11/4" tk flush panneld door sash with and door lock with and including ironmongrey and painting

Page 202: New BSR 16-02-2010

Wood work Tools

Wood work 3% of labour Cost for tools

Wood work 5% of labourer Cost

Wood work

Wood work

Wood work Preliminaries

Wood work Cost for door with Preliminaries

Wood work

Wood work

Wood work

Wood work

Wood work

Wood work

M 03

Wood work Materials

Wood work 4''x3" Timber 30.00 l.ft

Wood work 1" Timber plank 6" wide. 23.00 no

Wood work Wastage 5%

Wood work glaze sheet 16.00 s ft

Wood work 4"x2" butt hinges 2.00 pair

Wood work 3/4" brass screws 32.00 no

Wood work casement fastner 2.00 no

Wood work casement stay 2.00 no

Wood work 1/2" brass screws 16.00 no

Wood work enamel paint 0.75 ltr

Wood work wood primer 0.25 ltr

Wood work 4" brush 0.10 no

Wood work hold fast 6.00 no

Wood work sand paper 1.00 no

Wood work

Wood work

Wood work labourer

Wood work painter 0.50 day

Wood work carpenter 3.50 day

Wood work un skilld labourer 2.50 day

Wood work

Wood work Add

Wood work Tools

Wood work 3% of labour Cost for tools

Wood work 5% of labourer Cost

Wood work

Wood work

window size 5'-0"x 6'-0" high overall with 4''x3'' class 1 Timber window frame and mullion comprising 1 tk glased window casement and including ironmongrey and painting

Page 203: New BSR 16-02-2010

Wood work Preliminaries

Wood work Cost for door with Preliminaries

Wood work

Wood work

Plumbing

N01

Plumbing Assume 15 L.ft

Plumbing

Plumbing Polybuthelene pipe 20.00 l.ft

Plumbing elbow 3.00 no

Plumbing faucet socket 2.00 no

Plumbing value socket 2.00 no

Plumbing cement sand and lime

Plumbing

Plumbing labour for placing pipe

Plumbing unSkilled labourer for chasing wall 0.33 day

Plumbing plumber 0.50 day

Plumbing Mason 0.13 day

Plumbing

Plumbing Add

Plumbing Tools

Plumbing 3% of labour Cost for tools

Plumbing 5% of labourer Cost

Plumbing

Plumbing

Plumbing Preliminaries

Plumbing

Plumbing Cost for 1 L.ft with Preliminaries

Plumbing

supplying & laying hot Water pipe 20mm dia

Page 204: New BSR 16-02-2010

Rate Amount Amount

1 Sqr 736.45

650.00 650.00

19.50

669.50

66.95

736.45

1 Sqr 920.56

650.00 812.50

24.38

836.88

83.69

920.56

1 Cube 1,288.79

Page 205: New BSR 16-02-2010

650.00 1,137.50

34.13

1,171.63

117.16

1,288.79

1 Cube 1,472.90

650.00 1,300.00

39.00

1,339.00

133.90

1,472.90

1 Cube 1,841.13

650.00 1,625.00

48.75

1,673.75

167.38

1,841.13

Page 206: New BSR 16-02-2010

1 Cube 1,657.01

650.00 1,462.50

43.88

1,506.38

150.64

1,657.01

1 Cube 2,025.24

650.00 1,787.50

53.63

1,841.13

184.11

2,025.24

1 Cube 1,996.96

650.00 1,625.00

Page 207: New BSR 16-02-2010

850.00 141.67

48.75

1,815.42

181.54

1,996.96

1 Cube 1,657.01

650.00 1,462.50

43.88

1,506.38

150.64

1,657.01

1 Cube 4,555.79

2,200.00 2,970.00

650.00 1,137.50

34.13

4,141.63

414.16

4,555.79

1 Cube 4,555.79

Page 208: New BSR 16-02-2010

2,200.00 2,970.00

650.00 1,137.50

34.13

4,141.63

414.16

4,555.79

1 Sqr 5,070.18

125.00 5,000.00

165.00 6,600.00

165.00 6,600.00

160.00 80.00

18,280.00

548.40

18,828.40

4,707.10

950.00 475.00

650.00 325.00

800.00

24.00

5,531.10

4,609.25

553.11

6,084.21

5,070.18

Page 209: New BSR 16-02-2010

1 Sqr 8,619.19

125.00 13,750.00

165.00 6,600.00

165.00 3,960.00

160.00 80.00

24,390.00

6,097.50

950.00 712.50

650.00 975.00

1,687.50

50.63

7,835.63

783.56

8,619.19

1 Sqr 7,055.76

125.00 27,500.00

780.00 4,680.00

160.00 1,920.00

160.00 320.00

34,420.00

1,032.60

35,452.60

8,863.15

Page 210: New BSR 16-02-2010

950.00 1,900.00

650.00 1,950.00

3,850.00

115.50

12,828.65

6,414.33

1,282.87

14,111.52

7,055.76

1 Cube 30,156.32

740.00 9,620.00

7,000.00 4,200.00

4,800.00 4,800.00

0.50 62.50

18,682.50

950.00 313.50

650.00 1,300.00

1,613.50

2,300.00 766.67

21,062.67

950.00 712.50

950.00 712.50

650.00 2,925.00

4,350.00

1,850.00 1,387.50

130.50

Page 211: New BSR 16-02-2010

217.50

348.00

0.50 50.00

650.00 216.67

266.67

27,414.83

2,741.48

30,156.32

1 Cube 30,156.32

740.00 9,620.00

7,000.00 4,200.00

4,800.00 4,800.00

0.50 62.50

18,682.50

950.00 313.50

650.00 1,300.00

1,613.50

2,300.00 766.67

21,062.67

950.00 712.50

950.00 712.50

650.00 2,925.00

4,350.00

1,850.00 1,387.50

130.50

217.50

348.00

Page 212: New BSR 16-02-2010

0.50 50.00

650.00 216.67

266.67

27,414.83

2,741.48

30,156.32

1 Cube 30,970.32

740.00 10,360.00

7,000.00 4,200.00

4,800.00 4,800.00

0.50 62.50

19,422.50

950.00 313.50

650.00 1,300.00

1,613.50

2,300.00 766.67

21,802.67

950.00 712.50

950.00 712.50

650.00 2,925.00

4,350.00

1,850.00 1,387.50

130.50

217.50

348.00

0.50 50.00

650.00 216.67

266.67

Page 213: New BSR 16-02-2010

28,154.83

2,815.48

30,970.32

1 Cube 34,226.32

740.00 13,320.00

7,000.00 4,200.00

4,800.00 4,800.00

0.50 62.50

22,382.50

950.00 313.50

650.00 1,300.00

1,613.50

2,300.00 766.67

24,762.67

950.00 712.50

950.00 712.50

650.00 2,925.00

4,350.00

1,850.00 1,387.50

130.50

217.50

348.00

0.50 50.00

650.00 216.67

266.67

31,114.83

3,111.48

Page 214: New BSR 16-02-2010

34,226.32

1 Cube 38,296.32

740.00 17,020.00

7,000.00 4,200.00

4,800.00 4,800.00

0.50 62.50

26,082.50

950.00 313.50

650.00 1,300.00

1,613.50

2,300.00 766.67 766.67

28,462.67

950.00 712.50

950.00 712.50

650.00 2,925.00

4,350.00

1,850.00 1,387.50

130.50

217.50

348.00

0.50 50.00

650.00 216.67

266.67

34,814.83

3,481.48

38,296.32

1 Cube 44,808.32

740.00 22,940.00

Page 215: New BSR 16-02-2010

7,000.00 4,200.00

4,800.00 4,800.00

0.50 62.50

32,002.50

950.00 313.50

650.00 1,300.00

1,613.50

2,300.00 766.67

34,382.67

950.00 712.50

950.00 712.50

650.00 2,925.00

4,350.00

1,850.00 1,387.50

130.50

217.50

348.00

0.50 50.00

650.00 216.67

266.67

40,734.83

4,073.48

44,808.32

1 Sqr 5,338.13

14,000.00

21,062.67 3,580.65

358.07

Page 216: New BSR 16-02-2010

3,938.72

950.00 237.50

650.00 650.00

887.50

26.63

4,852.84

485.28

5,338.13

1 Sqr 5,338.13

21,062.67 3,580.65

358.07

3,938.72

950.00 237.50

650.00 650.00

887.50

26.63

4,852.84

485.28

5,338.13

1 Sqr 7,376.99

21,062.67 5,265.67

526.57

5,792.23 5,792.23

950.00 237.50

650.00 650.00

887.50 887.50

Page 217: New BSR 16-02-2010

26.63

6,706.36

670.64

7,376.99

1 Sqr 10,344.74

31,347.70

21,062.67 7,020.89

702.09

7,722.98

950.00 316.67

650.00 866.67

1,183.33

1,850.00 462.50

35.50

9,404.31

940.43

10,344.74

1 L.ft 284.77

31,114.83 575.62

13,234.77 1,813.16

2,388.79

950.00 118.75

650.00 81.25 200.00

2,588.79

258.88

25.89

Page 218: New BSR 16-02-2010

284.77

1 L.ft 441.51

31,114.83 1,166.81

13,234.77 2,646.95

3,813.76

950.00 118.75

650.00 81.25 200.00

4,013.76

401.38

40.14

441.51

1 L.ft 564.25

31,114.83 1,751.77

13,234.77 2,977.82

4,729.59

950.00 237.50

650.00 162.50 400.00

5,129.59

512.96

51.30

564.25

Page 219: New BSR 16-02-2010

1 L.ft 704.25

31,114.83 2,333.61

13,234.77 3,668.68

6,002.29

950.00 237.50

650.00 162.50 400.00

6,402.29

640.23

64.02

704.25

1 L.ft 628.74

31,114.83 1,742.43

13,234.77 3,573.39

5,315.82

950.00 237.50

650.00 162.50 400.00

5,715.82

571.58

57.16

628.74

1 L.ft 768.25

31,114.83 2,613.65

13,234.77 3,970.43

6,584.08

Page 220: New BSR 16-02-2010

950.00 237.50

650.00 162.50 400.00

6,984.08

698.41

69.84

768.25

1 L.ft 754.90

31,114.83 3,484.86

13,234.77 2,977.82

6,462.69

950.00 237.50

650.00 162.50

400.00

6,862.69

686.27

68.63

754.90

1 L.ft 231.94

31,114.83 426.27

13,234.77 1,482.29

1,908.57

950.00 118.75

650.00 81.25 200.00

2,108.57

210.86

Page 221: New BSR 16-02-2010

21.09

231.94

1 Cube 36,402.32

24,762.67 11,143.20

557.16

11,700.36

950.00 475.00

950.00 475.00

650.00 975.00

1,925.00

1,850.00 925.00

57.75

96.25

154.00

0.50 25.00

650.00 162.50

187.50

14,891.86

33,093.02

3,309.30

36,402.32

1 Cube 37,117.32

33,093.02

Page 222: New BSR 16-02-2010

650.00 650.00 650.00

33,743.02

3,374.30

37,117.32

1 Cube 37,474.82

33,093.02

650.00 975.00 975.00

34,068.02

3,406.80

37,474.82

1 Cube 37,832.32

33,093.02

650.00 1,300.00 1,300.00

34,393.02

3,439.30

37,832.32

1 Cube 35,622.18

24,762.67 12,381.33

619.07 13,000.40

950.00 475.00

950.00 475.00

Page 223: New BSR 16-02-2010

650.00 975.00 1,925.00

1,850.00 925.00 925.00

57.75

96.25 154.00

0.50 25.00

650.00 162.50 187.50

16,191.90

32,383.80

3,238.38

35,622.18

1 Cube 36,337.18

32,383.80

650.00 650.00 650.00

33,033.80

3,303.38

36,337.18

1 Cube 36,694.68

32,383.80

650.00 975.00 975.00

33,358.80

3,335.88

36,694.68

1 Cube 37,052.18

Page 224: New BSR 16-02-2010

32,383.80

650.00 1,300.00 1,300.00

33,683.80

3,368.38

37,052.18

1 Cube 36,595.84

24,762.67 11,143.20

557.16 11,700.36

950.00 475.00

950.00 475.00

650.00 975.00 1,925.00

1,850.00 925.00

57.75

96.25

0.50 50.00

650.00 216.67 266.67

14,971.03

33,268.95

3,326.89

36,595.84

1 Cube 37,310.84

33,268.95

Page 225: New BSR 16-02-2010

650.00 650.00 650.00

33,918.95

3,391.89

37,310.84

1 Cube 37,668.34

33,268.95

650.00 975.00 975.00

34,243.95

3,424.39

37,668.34

1 Cube 38,025.84

33,268.95

650.00 1,300.00 1,300.00

34,568.95

3,456.89

38,025.84

1 Cube 35,796.34

24,762.67 12,381.33

619.07 13,000.40

950.00 475.00

950.00 475.00

650.00 975.00 1,925.00

1,850.00 925.00 925.00

0.03 57.75

0.05 96.25 154.00

Page 226: New BSR 16-02-2010

0.50 50.00

650.00 216.66 266.66

16,271.06

32,542.13

1,627.11

17,898.17

35,796.34

1 Cube 36,511.34

32,542.13

650.00 650.00 650.00

33,192.13

3,319.21

36,511.34

1 Cube 36,868.84

32,542.13

650.00 975.00 975.00

33,517.13

3,351.71

36,868.84

1 Cube 37,226.34

32,542.13

650.00 1,300.00 1,300.00

33,842.13

3,384.21

37,226.34

1 Cube 35,796.35

24,762.67 12,381.33

0.05 619.07

13,000.40

950.00 475.00

950.00 475.00

Page 227: New BSR 16-02-2010

650.00 975.00

1,925.00

1,850.00 925.00

57.75

96.25

154.00

0.50 50.00

650.00 216.67

266.67

16,271.07

32,542.13

1,627.11

17,898.17

35,796.35

1 Cube 36,511.35

32,542.13

650.00 650.00 650.00

33,192.13

3,319.21

36,511.35

1 Cube 36,868.85

32,542.13

650.00 975.00 975.00

33,517.13

3,351.71

36,868.85

1 Cube 37,226.35

32,542.13

650.00 1,300.00 1,300.00

33,842.13

3,384.21

Page 228: New BSR 16-02-2010

37,226.35

1 Sqr 12,649.92

24,762.67 8,171.68

408.58

8,580.26

950.00 475.00

950.00 475.00

650.00 650.00

1,600.00

1,850.00 925.00 925.00

80.00

48.00

128.00

0.50 50.00

650.00 216.66

266.66

11,499.93

1,149.99

12,649.92

1 Sqr 13,126.58

11,499.93

650.00 433.33 433.33

11,933.26

1,193.33

13,126.58

Page 229: New BSR 16-02-2010

1 Sqr 13,722.42

11,499.93

650.00 975.00 975.00

12,474.93

1,247.49

13,722.42

1 Sqr 15,045.80

24,762.67 10,400.32

520.02 10,920.34

950.00

950.00 475.00

650.00 975.00

1,450.00

1,850.00 925.00

0.03 43.50

0.05 72.50 116.00

0.50 50.00

650.00 216.66 266.66

13,678.00

1,367.80

15,045.80

1 Sqr 15,760.80

13,678.00

650.00 650.00 650.00

Page 230: New BSR 16-02-2010

14,328.00

1,432.80

15,760.80

1 Sqr 16,118.30

13,678.00

650.00 975.00 975.00

14,653.00

1,465.30

16,118.30

1 Sqr 18,999.64

24,762.67 12,381.33

0.05 619.07 13,000.40

950.00 633.33

950.00 633.33

650.00 1,300.00 2,566.67

1,850.00 1,233.33

0.03 77.00

0.05 128.33 205.33

0.50 50.00

650.00 216.67 266.67

17,272.40

1,727.24

18,999.64

1 Sqr 19,714.64

17,272.40

650.00 650.00 650.00

Page 231: New BSR 16-02-2010

17,922.40

1,792.24

19,714.64

1 Sqr 20,072.14

17,272.40

650.00 975.00 975.00

18,247.40

1,824.74

20,072.14

1 L.ft 292.30

34,814.83 644.07

13,234.77 1,813.16

2,457.24

950.00 118.75

650.00 81.25 200.00

2,657.24

265.72

26.57

292.30

1 L.ft 434.78

34,814.83 1,305.56

13,234.77 2,646.95

3,952.51

Page 232: New BSR 16-02-2010

950.00 118.75

650.00 81.25

200.00

3,952.51

395.25

39.53

434.78

1 L.ft 587.17

34,814.83 1,960.08

13,234.77 2,977.82 4,937.90

950.00 237.50

650.00 162.50 400.00

5,337.90

533.79

53.38

587.17

1 L.ft 734.78

34,814.83 2,611.11

13,234.77 3,668.68 6,279.79

950.00 237.50

650.00 162.50 400.00

Page 233: New BSR 16-02-2010

6,679.79

667.98

66.80

734.78

1 L.ft 651.53

34,814.83 1,949.63

13,234.77 3,573.39 5,523.02

950.00 237.50

650.00 162.50 400.00

5,923.02

592.30

59.23

651.53

1 L.ft 758.44

34,814.83 2,924.45

13,234.77 3,970.43 6,894.88

950.00 237.50

650.00 162.50

400.00

6,894.88

689.49

Page 234: New BSR 16-02-2010

68.95

758.44

1 L.ft 800.48

34,814.83 3,899.26

13,234.77 2,977.82 6,877.09

950.00 237.50

650.00 162.50 400.00

7,277.09

727.71

72.77

800.48

1 L.ft 237.52

34,814.83 476.96

13,234.77 1,482.29 1,959.26

950.00 118.75

650.00 81.25 200.00

2,159.26

215.93

21.59

Page 235: New BSR 16-02-2010

237.52

1 Cube 38,642.03

28,462.67 12,808.20

640.41

13,448.61

950.00 475.00

950.00 475.00

650.00 975.00 1,925.00

1,850.00 925.00

57.75

96.25

154.00

0.50 25.00

650.00 162.50

187.50

16,640.11

36,978.02

1,664.01

38,642.03

1 Cube 41,390.82

36,978.02

650.00 650.00 650.00

Page 236: New BSR 16-02-2010

37,628.02

3,762.80

41,390.82

1 Cube 41,748.32

36,978.02

650.00 975.00 975.00

37,953.02

3,795.30

41,748.32

1 Cube 42,105.82

36,978.02

650.00 1,300.00 1,300.00

38,278.02

3,827.80

42,105.82

1 Cube 39,895.68

28,462.67 14,231.33

5% 711.57 14,942.90

950.00 475.00

950.00 475.00

650.00 975.00 1,925.00

1,850.00 925.00

Page 237: New BSR 16-02-2010

57.75

96.25

0.50 25.00

650.00 162.50 187.50

18,134.40

36,268.80

1,813.44

19,947.84

39,895.68

1 Cube 40,610.68

36,268.80

650.00 650.00 650.00

36,918.80

3,691.88

40,610.68

1 Cube 40,968.18

36,268.80

650.00 975.00 975.00

37,243.80

3,724.38

40,968.18

1 Cube 41,325.68

36,268.80

650.00 1,300.00 1,300.00

37,568.80

3,756.88

Page 238: New BSR 16-02-2010

41,325.68

1 Cube 40,869.34

28,462.67 12,808.20

5% 640.41 13,448.61

950.00 475.00

950.00 475.00

650.00 975.00 1,925.00

1,850.00 925.00

0.05 96.25

0.03 57.75

154.00

0.50 50.00

650.00 216.67 266.67

16,719.28

37,153.95

3,715.39

40,869.34

1 Cube 41,584.34

37,153.95

650.00 650.00 650.00

Page 239: New BSR 16-02-2010

37,803.95

3,780.39

41,584.34

1 Cube 41,941.84

37,153.95

650.00 975.00 975.00

38,128.95

3,812.89

41,941.84

1 Cube 42,299.34

37,153.95

650.00 1,300.00 1,300.00

38,453.95

3,845.39

42,299.34

1 Cube 35,796.35

24,762.67 12,381.33

0.05 619.07 13,000.40

950.00 475.00

950.00 475.00

650.00 975.00 1,925.00

Page 240: New BSR 16-02-2010

1,850.00 925.00

0.03 57.75

0.05 96.25 154.00

0.50 50.00

650.00 216.67 266.67

16,271.07

32,542.13

3,254.21

35,796.35

1 Cube 36,511.35

32,542.13

650.00 650.00 650.00

33,192.13

3,319.21

36,511.35

1 Cube 36,868.85

32,542.13

650.00 975.00 975.00

33,517.13

3,351.71

36,868.85

1 Cube 37,226.35

32,542.13

650.00 1,300.00 1,300.00

33,842.13

Page 241: New BSR 16-02-2010

3,384.21

37,226.35

1 Cube 40,069.85

28,462.67 14,231.33

0.05 711.57 14,942.90

950.00 475.00

950.00 475.00

650.00 975.00 1,925.00

1,850.00 925.00

0.03 57.75

0.05 96.25 154.00

0.50 50.00

650.00 216.67 266.67

18,213.57

36,427.13

3,642.71

40,069.85

1 Cube 40,784.85

36,427.13

650.00 650.00 650.00

37,077.13

Page 242: New BSR 16-02-2010

3,707.71

40,784.85

1 Cube 41,142.35

36,427.13

650.00 975.00 975.00

37,402.13

3,740.21

41,142.35

1 Cube 41,499.85

36,427.13

650.00 1,300.00 1,300.00

37,727.13

3,772.71

41,499.85

1 Sqr 13,344.81

1 Cube 40,438.81

28,462.67 9,392.68

0.05 469.63 9,862.31

950.00 316.67

950.00 316.67

650.00 650.00 1,283.33

1,850.00 616.67

0.03 38.50

0.05 64.17 102.67

Page 243: New BSR 16-02-2010

0.50 50.00

650.00 216.66 266.66

12,131.64

1,213.16

13,344.81

36,762.56

3,676.26

40,438.81

1 Sqr 26,377.35

1 Cube 41,868.81

12,131.64

650.00 429.00 429.00

12,560.64

1,256.06

26,377.35

38,062.56

3,806.26

41,868.81

1 Sqr 69,443.40

1 Cube 42,603.31

12,131.64

650.00 649.35 649.35

12,780.99

1,278.10

69,443.40

38,730.28

3,873.03

42,603.31

1 Sqr 17,404.97

Page 244: New BSR 16-02-2010

28,462.67 11,954.32

597.72 12,552.04

950.00 475.00

950.00 475.00

650.00 975.00 1,925.00

1,850.00 925.00

0.03 57.75

0.05 96.25 154.00

0.50 50.00

650.00 216.67 266.67

15,822.70

1,582.27

17,404.97

1 Sqr 17,881.59

15,822.70

650.00 433.29 433.29

16,255.99

1,625.60

17,881.59

1 Sqr 18,119.26

15,822.70

650.00 649.35 649.35

16,472.05

1,647.21

Page 245: New BSR 16-02-2010

18,119.26

1 Sqr 21,136.37

28,462.67 14,231.33

0.05 711.57 14,942.90

950.00 633.33

950.00 633.33

650.00 1,300.00 2,566.65

1,850.00 1,233.33

0.03 77.00

0.05 128.33 205.33

0.50 50.00

650.00 216.67 266.67

19,214.89

1,921.49

21,136.37

1 Sqr 21,612.99

19,214.89

650.00 433.29 433.29

19,648.18

1,964.82

21,612.99

1 Sqr 21,851.37

Page 246: New BSR 16-02-2010

19,214.89

650.00 650.00 650.00

19,864.89

1,986.49

21,851.37

1 Sqr 6,826.88

125.00 12,500.00

33.00 3,300.00

55.00 1,100.00

160.00 160.00

17,060.00

853.00

17,913.00

4,478.25

20.00 80.00

950.00 950.00

650.00 650.00 1,600.00

48.00

6,206.25

620.63

6,826.88

1 Sqr 10,868.64

125.00 2,250.00

33.00 297.00

160.00 80.00

2,627.00

Page 247: New BSR 16-02-2010

131.35

950.00 237.50

650.00 162.50

400.00

12.00

3,170.35

A 792.59

165.00 148.50

40.00 192.00

50.00 15.00

20.00 10.00 365.50

950.00 59.38

650.00 40.63 100.00

3% 3.00

5% 5.00

B 473.50

950.00 118.75

650.00 81.25 200.00

3% 6.00

5% 10.00

C 216.00

.

A+B+C 792.59

473.50

216.00

1,482.09

9,880.58

Page 248: New BSR 16-02-2010

988.06

10,868.64

1 Sqr 11,194.70

9,880.58

296.42

10,177.00

1,017.70

11,194.70

1 Sqr 11,303.39

9,880.58

395.22

10,275.81

1,027.58

11,303.39

1 Sqr 11,412.07

9,880.58

494.03

10,374.61

1,037.46

11,412.07

1 Sqr 29,116.50

125.00 7,500.00

33.00 825.00

160.00 160.00 8,485.00

Page 249: New BSR 16-02-2010

424.25

950.00 950.00

650.00 650.00 1,600.00

48.00

80.00

A 10,637.25

165.00 1,210.00

160.00 352.00

20.00 10.00 1,572.00

950.00 475.00

650.00 1,300.00 1,775.00

53.25

88.75

B 3,489.00

950.00 237.50

650.00 162.50 400.00

12.00

20.00

C 432.00

A+B+C 10,637.25

3,489.00

432.00

14,558.25

26,469.55

2,646.95

Page 250: New BSR 16-02-2010

29,116.50

1 Sqr 29,990.00

26,469.55

794.09

27,263.63

2,726.36

29,990.00

1 Sqr 30,281.16

26,469.55

1,058.78

27,528.33

2,752.83

30,281.16

1 Sqr 30,572.32

26,469.55

1,323.48

27,793.02

2,779.30

30,572.32

1 Sqr 14,166.01

125.00 12,500.00

33.00 1,815.00

Page 251: New BSR 16-02-2010

160.00 320.00

14,635.00

731.75

950.00 712.50

650.00 487.50

1,200.00

36.00

16,602.75

A 4,150.69

165.00 4,125.00

33.00 165.00

175.00 175.00

20.00 10.00 4,475.00

950.00 1,425.00

650.00 1,950.00 3,375.00

0.03 101.25

0.05 168.75

B 8,120.00

950.00 237.50

650.00 325.00 562.50

0.03 16.88

0.05 28.13 45.00

C 607.50

4,150.69

Page 252: New BSR 16-02-2010

8,120.00

607.50

A+B+C 12,878.19

1,287.82

14,166.01

1 Sqr 14,732.65

12,878.19

515.13

13,393.32

1,339.33

14,732.65

1 Sqr 14,874.31

12,878.19

643.91

13,522.10

1,352.21

14,874.31

1 Cwt 7,607.68

106.40 5,320.00

100.00 25.00

5,345.00

0.10 534.50

80.18

Page 253: New BSR 16-02-2010

5,959.68

950.00 950.00

650.00 650.00

1,600.00

48.00

7,607.68

152.15

15.22

167.37

1 Cwt 7,340.43

106.40 5,320.00

100.00 25.00

5,345.00

0.05 267.25

80.18

5,692.43

950.00 950.00

650.00 650.00

1,600.00

48.00

7,340.43

146.81

14.68

161.49

1 Cwt 8,075.43

Page 254: New BSR 16-02-2010

106.40 5,320.00

100.00 75.00

5,395.00

0.10 539.50

80.93

6,015.43

950.00 1,187.50

650.00 812.50

2,000.00

60.00

8,075.43

161.51

16.15

177.66

1 Cwt 7,823.68

7,607.68

950.00 118.75

650.00 81.25

200.00

6.00

10.00

7,823.68

156.47

15.65

172.12

1 Cwt 7,556.43

7,340.43

Page 255: New BSR 16-02-2010

950.00 118.75

650.00 81.25

200.00

6.00

10.00

7,556.43

151.13

15.11

166.24

1 Cwt 8,291.43

8,075.43

950.00 118.75

650.00 81.25

200.00

6.00

10.00

8,291.43

165.83

16.58

182.41

1 Cwt 8,124.60

106.40 5,320.00

Page 256: New BSR 16-02-2010

100.00 100.00

5,420.00

0.05 271.00

81.30

5,772.30

950.00 1,187.50

650.00 812.50

2,000.00

60.00

8,124.60

162.49

16.25

178.74

1 Cwt 8,536.60

8,124.60

950.00 237.50

650.00 162.50

400.00

12.00

20.00

8,536.60

170.73

17.07

187.81

Page 257: New BSR 16-02-2010

1 Cube 22,930.60

7.00 11,550.00

700.00 2,800.00

7,000.00 1,750.00

0.50 75.00

16,175.00

950.00 2,375.00

650.00 1,950.00

4,325.00

129.75

216.25

20,846.00

2,084.60

22,930.60

1 Cube 23,881.00

7.00 11,550.00

700.00 2,800.00

7,000.00 1,750.00

0.50 75.00

16,175.00

950.00 2,850.00

650.00 2,275.00

5,125.00

153.75

256.25

21,710.00

2,171.00

23,881.00

Page 258: New BSR 16-02-2010

1 Cube 24,549.25

7.00 11,550.00

700.00 2,800.00

7,000.00 1,750.00

0.50 75.00

16,175.00

950.00 3,087.50

650.00 2,600.00

5,687.50

170.63

284.38

22,317.50

2,231.75

24,549.25

1 Sqr 10,003.40

7.00 4,620.00

700.00 1,050.00

7,000.00 700.00

0.50 37.50

6,407.50

950.00 1,187.50

650.00 1,300.00

2,487.50

74.63

124.38

9,094.00

909.40

10,003.40

Page 259: New BSR 16-02-2010

1 Sqr 10,478.60

7.00 4,620.00

700.00 1,050.00

7,000.00 700.00

0.50 37.50

6,407.50

950.00 1,425.00

650.00 1,462.50

2,887.50

86.63

144.38

9,526.00

952.60

10,478.60

1 Sqr 10,953.80

7.00 4,620.00

700.00 1,050.00

7,000.00 700.00

0.50 37.50

6,407.50

950.00 1,662.50

650.00 1,625.00

3,287.50

98.63

164.38

9,958.00

995.80

10,953.80

Page 260: New BSR 16-02-2010

1 L.ft 165.36

50 L.ft

7.00 3,325.00

700.00 1,050.00

7,000.00 700.00

0.50 25.00

5,100.00

950.00 1,425.00

650.00 812.50

2,237.50

67.13

111.88

7,516.50

150.33

15.03

165.36

1 L.ft 169.22

7.00 3,325.00

700.00 1,050.00

7,000.00 700.00

0.50 25.00

5,100.00

950.00 1,425.00

650.00 975.00 2,400.00

72.00

120.00

7,692.00

153.84

15.38

169.22

Page 261: New BSR 16-02-2010

1 L.ft 178.73

7.00 3,325.00

700.00 1,050.00

7,000.00 700.00

0.50 25.00

5,100.00

950.00 1,662.50

650.00 1,137.50 2,800.00

84.00

140.00

8,124.00

162.48

16.25

178.73

1 L.ft 131.85

7.00 2,905.00

700.00 770.00

7,000.00 560.00

0.50 30.00

4,265.00

950.00 950.00

650.00 650.00 1,600.00

48.00

80.00

5,993.00

119.86

11.99

131.85

Page 262: New BSR 16-02-2010

1 L.ft 137.49

7.00 2,905.00

700.00 770.00

7,000.00 560.00

0.50 30.00

4,265.00

950.00 1,187.50

650.00 650.00

1,837.50

55.13

91.88

6,249.50

124.99

12.50

137.49

1 L.ft 142.79

7.00 2,905.00

700.00 770.00

7,000.00 560.00

0.50 25.00

4,260.00

950.00 1,187.50

650.00 975.00 2,162.50

64.88

3.24

6,490.62

129.81

12.98

Page 263: New BSR 16-02-2010

142.79

1 Sqr 17,461.40

7.00 8,680.00

700.00 2,100.00

7,000.00 1,400.00

0.50 62.50

12,242.50

950.00 1,900.00

650.00 1,462.50 3,362.50

100.88

168.13

15,874.00

1,587.40

17,461.40

1 Sqr 19,080.05

7.00 8,680.00

700.00 2,100.00

7,000.00 1,400.00

0.50 62.50 12,242.50

950.00 2,612.50

650.00 2,112.50 4,725.00

141.75

236.25

17,345.50

1,734.55

19,080.05

Page 264: New BSR 16-02-2010

1 Sqr 19,273.10

7.00 8,680.00

700.00 2,100.00

7,000.00 1,400.00

0.50 62.50 12,242.50

950.00 2,612.50

650.00 2,275.00 4,887.50

146.63

244.38

17,521.00

1,752.10

19,273.10

1 Cube 19,028.63

4,200.00 5,670.00

700.00 3,500.00

7,000.00 2,800.00

0.50 50.00

12,020.00

950.00 2,850.00

650.00 2,275.00

5,125.00

153.75

17,298.75

1,729.88

19,028.63

Page 265: New BSR 16-02-2010

1 Sqr 28,271.10

4,200.00 8,400.00

700.00 5,250.00

7,000.00 4,200.00

0.50 75.00

17,925.00

950.00 4,275.00

650.00 2,925.00 7,200.00

216.00

360.00

25,701.00

2,570.10

28,271.10

1 Sqr 36,898.40

4,200.00 11,340.00

700.00 7,000.00

7,000.00 5,600.00

0.50 100.00

24,040.00

950.00 5,225.00

650.00 3,575.00 8,800.00

264.00

440.00

33,544.00

3,354.40

36,898.40

1 Sqr 45,630.20

4,200.00 14,700.00

700.00 8,400.00

Page 266: New BSR 16-02-2010

7,000.00 7,000.00

0.50 150.00 30,250.00

950.00 6,175.00

650.00 4,225.00 10,400.00

312.00

520.00

41,482.00

4,148.20

45,630.20

1 Sqr 20,065.61

115.83 12,972.96

700.00 595.00

7,000.00 560.00

0.50 50.00

14,177.96

950.00 2,137.50

650.00 1,625.00

3,762.50

112.88

188.13

18,241.46

1,824.15

20,065.61

1 Sqr 10,962.95

59.86 6,704.32

700.00 280.00

7,000.00 350.00

0.50 40.00

7,374.32

Page 267: New BSR 16-02-2010

950.00 1,425.00

650.00 975.00 2,400.00

72.00

120.00

9,966.32

996.63

10,962.95

1 Sqr 14,529.72

82.82 9,275.84

700.00 455.00

7,000.00 490.00

0.50 45.00

10,265.84

950.00 1,425.00

650.00 1,300.00 2,725.00

81.75

136.25

13,208.84

1,320.88

14,529.72

1 Sqr 20,434.56

18,241.46

950.00 118.75

650.00 216.67 335.42

18,576.88

1,857.69

Page 268: New BSR 16-02-2010

20,434.56

1 Sqr 11,331.89

9,966.32

950.00 118.75

650.00 216.64

335.40

10,301.72

1,030.17

11,331.89

1 Sqr 14,898.66

13,208.84

950.00 118.75

650.00 216.64 335.40

13,544.24

1,354.42

14,898.66

1 Sqr 20,771.44

18,241.46 18,241.46

950.00 316.67

650.00 325.00 641.67

Page 269: New BSR 16-02-2010

18,883.13

1,888.31

20,771.44

1 Sqr 11,668.79

9,966.32 9,966.32

950.00 316.67

650.00 325.00

641.67

10,607.99

1,060.80

11,668.79

1 Sqr 15,588.47

13,208.84 13,208.84

950.00 475.00

650.00 487.50 962.50

14,171.34

1,417.13

15,588.47

Page 270: New BSR 16-02-2010

1 Sqr 16,027.11

83.05 9,301.60

700.00 595.00

7,000.00 560.00

0.50 50.00

10,506.60

950.00 2,137.50

650.00 1,625.00

3,762.50

112.88

188.13

14,570.10

1,457.01

16,027.11

1 Sqr 8,830.36

42.55 4,765.60

700.00 280.00

7,000.00 350.00

0.50 40.00

5,435.60

950.00 1,425.00

650.00 975.00 2,400.00

72.00

120.00

8,027.60

802.76

8,830.36

Page 271: New BSR 16-02-2010

1 Sqr 12,047.24

62.67 7,019.04

700.00 455.00

7,000.00 490.00

0.50 45.00

8,009.04

950.00 1,425.00

650.00 1,300.00

2,725.00

81.75

136.25

10,952.04

1,095.20

12,047.24

1 Sqr 16,396.07

14,570.10

950.00 118.75

650.00 216.67 335.42

14,905.52

1,490.55

16,396.07

1 Sqr 9,199.29

8,027.60

Page 272: New BSR 16-02-2010

950.00 118.75

650.00 216.64

335.40

8,362.99

836.30

9,199.29

1 Sqr 12,416.18

10,952.04

950.00 118.75

650.00 216.64

335.40

11,287.44

1,128.74

12,416.18

1 Sqr 16,732.94

14,570.10 14,570.10

950.00 316.67

650.00 325.00

641.67

15,211.77

1,521.18

16,732.94

Page 273: New BSR 16-02-2010

1 Sqr 9,536.19

8,027.60 8,027.60

950.00 316.67

650.00 325.00

641.67

8,669.27

866.93

9,536.19

1 Sqr 13,105.99

10,952.04 10,952.04

950.00 475.00

650.00 487.50

962.50

11,914.54

1,191.45

13,105.99

Page 274: New BSR 16-02-2010

1 Sqr 39,089.71

3,240.00 17,982.00

899.10

55.00 6,050.00

160.00 240.00

45.00 5,625.00

388.00 582.00

31,378.10

950.00 1,900.00

650.00 1,950.00

3,850.00

115.50

192.50

35,536.10

3,553.61

39,089.71

1 L.ft 149.79

45.00 630.00

75.00 187.50

700.00 245.00

14.50 116.00

0.50 0.03

1,178.52

950.00 475.00

650.00 325.00

800.00

24.00

Page 275: New BSR 16-02-2010

40.00

136.17

13.62

149.79

1 Sqr 22,448.07

3,240.00 11,340.00

160.00 160.00

45.83 5,270.83

5.00 100.00

242.50 242.50

17,113.33

950.00 1,425.00

650.00 1,625.00

3,050.00

91.50

152.50

20,407.33

2,040.73

22,448.07

1 L.ft 937.20

45.00 180.00

15.00 240.00

420.00

950.00 237.50

Page 276: New BSR 16-02-2010

650.00 162.50

400.00

0.03 12.00 12.00

0.05 20.00 20.00

852.00

85.20

937.20

1 Sqr 7,125.07

45.83 5,270.83

5.00 100.00

242.50 242.50

5,613.33

950.00 475.00

650.00 325.00

800.00

24.00

40.00

6,477.33

647.73

7,125.07

1 Sqr 11,293.44

20.00 10,000.00 10,000.00

650.00 247.00 247.00

Page 277: New BSR 16-02-2010

7.41

12.35

10,266.76

1,026.68

11,293.44

1 L.ft 411.57

217.00 21,700.00

1,085.00

8.35 835.00

2,077.00 4,154.00

622.00 2,488.00

400.00 40.00

42.50 127.50

388.00 776.00

31,205.50

950.00 950.00

950.00 2,850.00

650.00 1,950.00

5,750.00

172.50

287.50

37,415.50

374.16

37.42

411.57

1 Sqr 19,709.98

Page 278: New BSR 16-02-2010

135.50 6,504.00

55.00 3,960.00

33.00 594.00

23.75 3,277.50

160.00 240.00

- -

- -

312.75 469.13

550.00 962.50

400.00 26.67

42.50 85.00

388.00 388.00

16,506.79

950.00 1,187.50

950.00 2,137.50

650.00 1,300.00

4,625.00

138.75

231.25

21,501.79

17,918.16

1,791.82

19,709.98

1 Sqr 32,035.85

135.50 6,504.00

55.00 3,960.00

33.00 594.00

56.00 7,728.00

160.00 160.00

- -

2,077.00 3,115.50

550.00 962.50

400.00 24.00

42.50 85.00

Page 279: New BSR 16-02-2010

388.00 388.00

23,521.00

950.00 1,187.50

950.00 2,375.00

650.00 1,625.00

5,187.50

155.63

259.38

29,123.50

2,912.35

32,035.85

1 L.ft 63.29

12.00 600.00

160.00

2.28 171.00

650.00

. 1,581.00

950.00 712.50

650.00 487.50

1,200.00

36.00

60.00

2,877.00

57.54

5.75

63.29

1 L.ft 91.45

Page 280: New BSR 16-02-2010

33.00 1,650.00

160.00

2.28 171.00

880.00

2,861.00

950.00 712.50

650.00 487.50

1,200.00

36.00

60.00

4,157.00

83.14

8.31

91.45

1 L.ft 118.11

49.23 2,461.54

160.00

2.28 171.00

1,280.00

4,072.54

950.00 712.50

650.00 487.50

1,200.00

36.00

60.00

5,368.54

107.37

10.74

118.11

Page 281: New BSR 16-02-2010

1 L.ft 126.17

49.23 2,461.54

2.28 171.00

1,280.00

3,912.54

650.00 487.50

950.00 712.50

650.00 487.50

1,687.50

50.63

84.38

5,735.04

114.70

11.47

126.17

1 L.ft 162.25

72.92 3,646.15

160.00

2.28 228.00

2,045.00

6,079.15

950.00 712.50

650.00 487.50

1,200.00

36.00

60.00

7,375.15

147.50

14.75

Page 282: New BSR 16-02-2010

162.25

1 L.ft 170.32

72.92 3,646.15

2.28 228.00

2,045.00 5,919.15

650.00 487.50

950.00 712.50

650.00 487.50

1,687.50

0.03 50.63 50.63

84.38

7,741.65

154.83

15.48

170.32

1 L.ft 221.56

105.08 5,253.85

160.00

2.28 171.00

3,190.00

8,774.85

950.00 712.50

650.00 487.50

1,200.00

36.00

60.00

10,070.85

Page 283: New BSR 16-02-2010

201.42

20.14

221.56

1 L.ft 229.62

105.08 5,253.85

2.28 171.00

3,190.00

8,614.85

650.00 487.50

950.00 712.50

650.00 487.50

1,687.50

50.63

84.38

10,437.35

208.75

20.87

229.62

1 L.ft 341.65

177.31 8,865.38

2.28 228.00

160.00

4,980.00

14,233.38

950.00 712.50

650.00 487.50 1,200.00

60.00

Page 284: New BSR 16-02-2010

36.00

15,529.38

310.59

31.06

341.65

1 L.ft 349.71

177.31 8,865.38

2.28 228.00

4,980.00

14,073.38

650.00 487.50

950.00 712.50

650.00 487.50

1,687.50

50.63

84.38

15,895.88

317.92

31.79

349.71

1 L.ft 565.13

363.08 18,153.85

160.00

2.28 228.00

5,850.00

24,391.85

950.00 712.50

650.00 487.50 1,200.00

36.00

Page 285: New BSR 16-02-2010

60.00

25,687.85

513.76

51.38

565.13

1 L.ft 573.20

363.08 18,153.85

2.28 228.00

5,850.00

24,231.85

650.00 487.50

950.00 712.50

650.00 487.50

1,687.50

50.63

84.38

26,054.35

521.09

52.11

573.20

1 L.ft 719.14

427.80 21,390.00

160.00

2.28 342.00

9,500.00

31,392.00

950.00 712.50

650.00 487.50

1,200.00

36.00

Page 286: New BSR 16-02-2010

60.00

32,688.00

653.76

65.38

719.14

1 L.ft 727.20

427.80 21,390.00

2.28 342.00

9,500.00

31,232.00

650.00 487.50

950.00 712.50

650.00 487.50

1,687.50

50.63

84.38

33,054.50

661.09

66.11

727.20

1 L.ft 1,169.18

639.60 31,980.00

2.28 342.00

19,000.00

51,322.00

650.00 487.50

950.00 712.50

650.00 487.50

1,687.50

50.63

Page 287: New BSR 16-02-2010

84.38

53,144.50

1,062.89

106.29

1,169.18

1 Nos 62.39

26.00 260.00

2.28 91.20

351.20

118.75 118.75

81.25 81.25

200.00

6.00

10.00

567.20

56.72

5.67

62.39

1 Nos 55.11

36.00 360.00

2.28 114.00

474.00

118.75 14.84

81.25 10.16

25.00

0.75

1.25

501.00

50.10

Page 288: New BSR 16-02-2010

5.01

55.11

1 Nos 71.61

51.00 510.00

2.28 114.00

624.00

118.75 14.84

81.25 10.16

25.00

0.75

1.25

651.00

65.10

6.51

71.61

1 Nos 143.88

111.00 1,110.00

2.28 171.00

1,281.00

118.75 14.84

81.25 10.16

25.00

0.75

1.25

1,308.00

130.80

13.08

Page 289: New BSR 16-02-2010

143.88

1 Nos 223.85

178.00 1,780.00

2.28 228.00

2,008.00

118.75 14.84

81.25 10.16

25.00

0.75

1.25

2,035.00

203.50

20.35

223.85

1 Nos 354.88

288.00 2,880.00

2.28 319.20

3,199.20

118.75 14.84

81.25 10.16

25.00

0.03 0.75 0.75

0.05 1.25 1.25

3,226.20

322.62

32.26

Page 290: New BSR 16-02-2010

354.88

1 Nos 29.50

10 Nos

15.00 150.00

2.28 91.20 241.20

118.75 14.84

81.25 10.16

25.00

0.75

1.25

268.20

26.82

2.68

29.50

1 Nos 45.21

27.00 270.00

2.28 114.00

384.00

118.75 14.84

81.25 10.16

25.00

0.75

1.25

411.00

41.10

Page 291: New BSR 16-02-2010

4.11

45.21

1 Nos 59.51

40.00 400.00

2.28 114.00

514.00

118.75 14.84

81.25 10.16

25.00

0.75

1.25

541.00

54.10

5.41

59.51

1 Nos 94.38

66.00 660.00

2.28 171.00

831.00

118.75 14.84

81.25 10.16

25.00

0.75

1.25

858.00

85.80

Page 292: New BSR 16-02-2010

8.58

94.38

1 Nos 150.15

111.00 1,110.00

2.28 228.00

1,338.00

118.75 14.84

81.25 10.16

25.00

0.75

1.25

1,365.00

136.50

13.65

150.15

1 Nos 243.78

187.00 1,870.00

2.28 319.20

2,189.20

118.75 14.84

81.25 10.16

25.00

0.75

1.25

Page 293: New BSR 16-02-2010

2,216.20

221.62

22.16

243.78

1 Nos 39.00

20.00 200.00

2.28 114.00

314.00

118.75 22.27

81.25 15.23

37.50

1.13

1.88

354.50

35.45

3.55

39.00

1 Nos 59.10

36.00 360.00

2.28 136.80

496.80

118.75 22.27

81.25 15.23

37.50

1.13

1.88

Page 294: New BSR 16-02-2010

537.30

53.73

5.37

59.10

1 Nos 85.25

55.00 550.00

2.28 171.00

721.00

118.75 29.69

81.25 20.31

50.00

1.50

2.50

775.00

77.50

7.75

85.25

1 Nos 127.51

90.00 900.00

2.28 205.20

1,105.20

118.75 29.69

81.25 20.31

50.00

1.50

2.50

1,159.20

Page 295: New BSR 16-02-2010

115.92

11.59

127.51

1 Nos 207.64

156.00 1,560.00

2.28 273.60

1,833.60

118.75 29.69

81.25 20.31

50.00

1.50

2.50

1,887.60

188.76

18.88

207.64

1 Nos 317.90

238.00 2,380.00

2.28 456.00

2,836.00

118.75 29.69

81.25 20.31

50.00

0.03 1.50 1.50

0.05 2.50 2.50

2,890.00

Page 296: New BSR 16-02-2010

289.00

28.90

317.90

1 Nos 35.00

20.00 200.00

2.28 91.20

291.20

118.75 14.84

81.25 10.16

25.00

0.03 0.75 0.75

0.05 1.25 1.25

318.20

31.82

3.18

35.00

1 Nos 46.31

28.00 280.00

2.28 114.00

394.00

118.75 14.84

81.25 10.16

25.00

0.75

Page 297: New BSR 16-02-2010

1.25

421.00

42.10

4.21

46.31

1 Nos 55.11

36.00 360.00

2.28 114.00

474.00

118.75 14.84

81.25 10.16

25.00

0.75

1.25

501.00

50.10

5.01

55.11

1 Nos 95.48

67.00 670.00

2.28 171.00

841.00

118.75 14.84

81.25 10.16

25.00

0.75

Page 298: New BSR 16-02-2010

1.25

868.00

86.80

8.68

95.48

1 Nos 129.25

92.00 920.00

2.28 228.00

1,148.00

118.75 14.84

81.25 10.16

25.00

0.75

1.25

1,175.00

117.50

11.75

129.25

1 Nos 195.38

143.00 1,430.00

2.28 319.20

1,749.20

118.75 14.84

81.25 10.16

25.00

Page 299: New BSR 16-02-2010

0.75

1.25

1,776.20

177.62

17.76

195.38

1 Nos 35.00

20.00 200.00

2.28 91.20 291.20

118.75 14.84

81.25 10.16

25.00

0.75

1.25

318.20

31.82

3.18

35.00

1 Nos 46.31

28.00 280.00

2.28 114.00

394.00

118.75 14.84

Page 300: New BSR 16-02-2010

81.25 10.16

25.00

0.75

1.25

421.00

42.10

4.21

46.31

1 Nos 50.71

32.00 320.00

2.28 114.00

434.00

118.75 14.84

81.25 10.16

25.00

0.75

1.25

461.00

46.10

4.61

50.71

1 Nos 90.75

60.00 600.00

2.28 171.00

771.00

118.75 29.69

81.25 20.31

50.00

Page 301: New BSR 16-02-2010

1.50

2.50

825.00

82.50

8.25

90.75

1 Nos 122.32

83.00 830.00

2.28 228.00

1,058.00

118.75 29.69

81.25 20.31

50.00

1.50

2.50

1,112.00

111.20

11.12

122.32

1 Nos 192.85

138.00 1,380.00

2.28 319.20

1,699.20

118.75 29.69

81.25 20.31

50.00

Page 302: New BSR 16-02-2010

1.50

2.50

1,753.20

175.32

17.53

192.85

1 Nos 30.60

16.00 160.00

2.28 91.20 251.20

118.75 14.84

81.25 10.16 25.00

0.75

1.25

278.20

27.82

2.78

30.60

1 Nos 40.81

23.00 230.00

2.28 114.00 344.00

118.75 14.84

81.25 10.16 25.00

Page 303: New BSR 16-02-2010

0.75

1.25

371.00

37.10

3.71

40.81

1 Nos 52.91

34.00 340.00

2.28 114.00 454.00

118.75 14.84

81.25 10.16 25.00

0.75

1.25

481.00

48.10

4.81

52.91

1 Nos 77.88

51.00 510.00

2.28 171.00 681.00

118.75 14.84

81.25 10.16 25.00

0.75

1.25

Page 304: New BSR 16-02-2010

708.00

70.80

7.08

77.88

1 Nos 116.82

78.00 780.00

2.28 228.00 1,008.00

118.75 29.69

81.25 20.31 50.00

1.50

2.50

1,062.00

106.20

10.62

116.82

1 Nos 178.55

125.00 1,250.00

2.28 319.20 1,569.20

118.75 29.69

81.25 20.31 50.00

1.50

2.50

1,623.20

162.32

162.32

Page 305: New BSR 16-02-2010

1,785.52

178.55

1 Sqr 4,968.70

700.00 595.00

14.50 870.00

7,500.00 450.00

0.50 10.00 1,925.00

950.00 1,425.00

650.00 975.00 2,400.00

72.00

120.00

4,517.00

451.70

4,968.70

1 Sqr 4,167.06

700.00 595.00

14.50 435.00

7,500.00 450.00

0.50 10.00 1,490.00

950.00 1,263.50

650.00 864.50 2,128.00

Page 306: New BSR 16-02-2010

63.84

106.40

3,788.24

378.82

4,167.06

1 Sqr 5,443.90

700.00 595.00

14.50 870.00

7,500.00 450.00

0.50 10.00 1,925.00

950.00 1,662.50

650.00 1,137.50 2,800.00

84.00

140.00

4,949.00

494.90

5,443.90

1 Sqr 4,683.25

700.00 595.00

14.50 435.00

7,500.00 450.00

0.50 10.00 1,490.00

950.00 1,425.00

650.00 1,137.50 2,562.50

Page 307: New BSR 16-02-2010

76.88

128.13

4,257.50

425.75

4,683.25

1 Sqr 5,919.10

700.00 595.00

14.50 870.00

7,500.00 450.00

0.50 10.00 1,925.00

950.00 1,900.00

650.00 1,300.00 3,200.00

96.00

160.00

5,381.00

538.10

5,919.10

1 Sqr 5,158.45

700.00 595.00

14.50 435.00

7,500.00 450.00

0.50 10.00 1,490.00

950.00 1,662.50

650.00 1,300.00 2,962.50

Page 308: New BSR 16-02-2010

88.88

148.13

4,689.50

468.95

5,158.45

1 Sqr 6,201.25

700.00 595.00

14.50 870.00

7,500.00 450.00

0.50 10.00 1,925.00

950.00 2,137.50

650.00 1,300.00 3,437.50

103.13

171.88

5,637.50

563.75

6,201.25

1 Sqr 6,229.30

700.00 595.00

14.50 870.00

7,500.00 300.00

0.50 10.00 1,775.00

950.00 2,137.50

650.00 1,462.50 3,600.00

Page 309: New BSR 16-02-2010

108.00

180.00

5,663.00

566.30

6,229.30

1 Sqr 6,135.80

700.00 1,400.00

7,500.00 825.00

50.00 400.00

0.50 10.00 2,635.00

950.00 1,425.00

650.00 1,300.00 2,725.00

81.75

136.25

5,578.00

557.80

6,135.80

1 Sqr 6,318.40

700.00 595.00

14.50 870.00

7,500.00 300.00

0.50 10.00 1,775.00

950.00 2,375.00

650.00 1,300.00 3,675.00

Page 310: New BSR 16-02-2010

110.25

183.75

5,744.00

574.40

6,318.40

1 Sqr 6,793.60

700.00 595.00

14.50 870.00

7,500.00 300.00

0.50 10.00 1,775.00

950.00 2,612.50

650.00 1,462.50 4,075.00

122.25

203.75

6,176.00

617.60

6,793.60

1 Sqr 8,997.31

7.00 2,520.00

700.00 1,400.00

9.00 270.00

7,500.00 1,350.00

0.50 12.50 5,540.00

Page 311: New BSR 16-02-2010

950.00 1,425.00

650.00 1,137.50 2,562.50

76.88

8,179.38

817.94

8,997.31

1 Sqr 3,119.05

700.00 875.00

7,500.00 300.00

0.50 12.50 1,187.50

950.00 950.00

650.00 650.00 1,600.00

48.00

2,835.50

283.55

3,119.05

1 Sqr 8,550.03

- -

-

700.00 2,100.00

7,500.00 600.00

155.00 116.25

0.50 12.50 2,828.75

Page 312: New BSR 16-02-2010

950.00 2,850.00

650.00 1,950.00 4,800.00

144.00

7,772.75

777.28

8,550.03

1 Sqr 8,550.03

- -

-

700.00 2,100.00

7,500.00 600.00

155.00 116.25

0.50 12.50 2,828.75

950.00 2,850.00

650.00 1,950.00 4,800.00

144.00

7,772.75

777.28

8,550.03

1 Sqr 8,550.03

- -

-

700.00 2,100.00

7,500.00 600.00

155.00 116.25

0.50 12.50 2,828.75

Page 313: New BSR 16-02-2010

950.00 2,850.00

650.00 1,950.00 4,800.00

144.00

7,772.75

777.28

8,550.03

1 Sqr 8,550.03

- -

-

700.00 2,100.00

7,500.00 600.00

155.00 116.25

0.50 12.50 2,828.75

950.00 2,850.00

650.00 1,950.00 4,800.00

144.00

7,772.75

777.28

8,550.03

1 Sqr 22,410.03

80.00 12,000.00

600.00

Page 314: New BSR 16-02-2010

700.00 2,100.00

7,500.00 600.00

155.00 116.25

0.50 12.50 15,428.75

950.00 2,850.00

650.00 1,950.00 4,800.00

144.00

20,372.75

2,037.28

22,410.03

1 Sqr 8,550.03

- -

-

700.00 2,100.00

7,500.00 600.00

155.00 116.25

0.50 12.50 2,828.75

950.00 2,850.00

650.00 1,950.00 4,800.00

144.00

7,772.75

777.28

8,550.03

Page 315: New BSR 16-02-2010

1 Sqr 2,793.63

550.00 825.00

337.00 337.00

42.50 42.50

400.00 26.67

0.50 12.50 1,243.67

950.00 712.50

650.00 487.50 1,200.00

36.00

60.00

2,539.67

253.97

2,793.63

1 Sqr 3,075.78

550.00 825.00

337.00 337.00

42.50 42.50

400.00 26.67

0.50 12.50

1,243.67

950.00 950.00

650.00 487.50

1,437.50

0.03 43.13 43.13

0.05 71.88 71.88

2,796.17

279.62

Page 316: New BSR 16-02-2010

3,075.78

1 Sqr 3,262.05

750.00 1,237.50

337.00 337.00

42.50 42.50

400.00 40.00

0.50 12.50

1,669.50

950.00 712.50

650.00 487.50

1,200.00

36.00

60.00

2,965.50

296.55

3,262.05

1 Sqr 3,729.92

750.00 1,237.50

337.00 337.00

42.50 42.50

400.00 33.33

0.50 12.50

1,662.83

950.00 950.00

650.00 650.00

1,600.00

Page 317: New BSR 16-02-2010

48.00

80.00

3,390.83

339.08

3,729.92

1 Sqr 3,268.83

550.00 825.00

337.00 337.00

42.50 42.50

400.00 26.67

0.50 12.50

1,243.67

950.00 950.00

650.00 650.00

1,600.00

48.00

80.00

2,971.67

297.17

3,268.83

1 Sqr 3,458.91

550.00 825.00

337.00 337.00

42.50 42.50

400.00 26.67

0.50 12.50

1,243.67

950.00 1,045.00

Page 318: New BSR 16-02-2010

650.00 715.00

1,760.00

52.80

88.00

3,144.47

314.45

3,458.91

1 Point 1,902.25

1850.00 462.50

6.23 31.15

16.00 16.00

35.00 35.00

65.00 65.00

108.00 108.00

32.00 32.00

20.00 20.00

10.00 10.00

5.00 10.00

25.00 150.00

sum

sum 939.65

650.00 81.25

950.00 316.67

650.00 214.50

950.00 118.75 731.17

21.94

36.56

1,729.31

172.93

1,902.25

Page 319: New BSR 16-02-2010

1 Point 1,702.85

1850.00 462.50

6.23 62.31

16.00 32.00

65.00 65.00

108.00 108.00

32.00 32.00

sum

sum 761.81

650.00 81.25

950.00 118.75

650.00 214.50

950.00 313.50

728.00

21.84

36.40

1,548.05

154.80

1,702.85

1 Point 4,311.71

307.00 307.00

1850.00 462.50

18,100.00 1,810.00

49.00 490.00

16.00 32.00

32.00 32.00

sum

sum 3,133.50

650.00 81.25

Page 320: New BSR 16-02-2010

950.00 118.75

650.00 214.50

950.00 313.50

728.00

21.84

36.40

3,919.74

391.97

4,311.71

1 m3 12,447.45

9,545.00 286,350.00

14,375.00

9,545.00 4,772.50

305,497.50

950.00 2,850.00

950.00 11,400.00

650.00 11,700.00

25,950.00

778.50

1,850.00 5,550.00 5,550.00

650.00 1,300.00

0.50 400.00

1,700.00

339,476.00

11,315.87

33,947.60

373,423.60

12,447.45

Page 321: New BSR 16-02-2010

1 m3 12,841.97

9,545.00 286,350.00

14,375.00

9,545.00 4,772.50

305,497.50

950.00 3,800.00

950.00 15,200.00

650.00 15,600.00

34,600.00

1,038.00

1,850.00 7,400.00 7,400.00

650.00 1,300.00

0.50 400.00

1,700.00

350,235.50

11,674.52

35,023.55

385,259.05

12,841.97

1 m3 12,061.63

9,200.00 276,000.00

14,375.00

Page 322: New BSR 16-02-2010

9,200.00 4,600.00

294,975.00

950.00 2,850.00

950.00 11,400.00

650.00 11,700.00

25,950.00

778.50

1,850.00 5,550.00

650.00 1,300.00

0.50 400.00

1,700.00

328,953.50

10,965.12

32,895.35

361,848.85

12,061.63

1 m3 13,248.77

10,005.00 300,150.00

14,375.00

10,005.00 5,002.50

319,527.50

950.00 950.00

950.00 15,200.00

650.00 15,600.00

31,750.00

Page 323: New BSR 16-02-2010

952.50

1,850.00 7,400.00 7,400.00

650.00 1,300.00

0.50 400.00

1,700.00

361,330.00

12,044.33

36,133.00

397,463.00

13,248.77

1 m3 12,829.66

9,545.00 190,900.00

14,375.00

9,545.00 4,772.50 210,047.50

950.00 1,900.00

950.00 7,600.00

650.00 7,800.00 17,300.00

519.00

1,850.00 3,700.00 3,700.00

650.00 1,300.00

0.50 400.00

1,700.00

233,266.50

Page 324: New BSR 16-02-2010

11,663.33

23,326.65

256,593.15

12,829.66

1 m3 13,273.49

9,545.00 190,900.00

14,375.00

9,545.00 4,772.50

210,047.50

950.00 2,612.50

950.00 10,450.00

650.00 10,725.00

23,787.50

713.63

1,850.00 5,087.50 5,087.50

650.00 1,300.00

0.50 400.00

1,700.00

241,336.13

12,066.81

24,133.61

265,469.74

13,273.49

1 m3 13,348.31

Page 325: New BSR 16-02-2010

10,005.00 200,100.00

14,375.00

10,005.00 5,002.50

219,477.50

950.00 1,900.00

950.00 7,600.00

650.00 7,800.00

17,300.00

519.00

1,850.00 3,700.00 3,700.00

650.00 1,300.00

0.50 400.00

1,700.00

242,696.50

12,134.83

24,269.65

266,966.15

13,348.31

1 m3 13,792.14

10,005.00 200,100.00

14,375.00

10,005.00 5,002.50

219,477.50

950.00 2,612.50

950.00 10,450.00

Page 326: New BSR 16-02-2010

650.00 10,725.00

23,787.50

0.03 713.63 713.63

1,850.00 5,087.50 5,087.50

650.00 1,300.00

0.50 400.00

1,700.00

250,766.13

12,538.31

25,076.61

275,842.74

13,792.14

1 no 1 Nos 22,523.24

214.00 4,280.00

5,000.00 5,000.00

360.00 540.00

5.58 133.92

490.00 490.00

550.00 550.00

- -

2,910.00 2,910.00

553.00 691.25

555.00 277.50

400.00 40.00

280.00 1,680.00

42.50 85.00

16,677.67

950.00 316.67

Page 327: New BSR 16-02-2010

950.00 1,900.00

650.00 1,300.00

3,516.67

0.03 105.50 105.50

0.05 175.83 175.83

20,475.67

2,047.57

22,523.24

1 Nos 30,823.84

214.00 4,280.00

450.00 11,025.00

360.00

5.58 133.92

490.00 490.00

550.00 550.00

- -

2,910.00 2,910.00

553.00 691.25

555.00 277.50

400.00 40.00

280.00 1,680.00

42.50 85.00

22,162.67

950.00 475.00

950.00 3,325.00

650.00 1,625.00

5,425.00

Page 328: New BSR 16-02-2010

162.75

271.25

28,021.67

2,802.17

30,823.84

1 Nos 20,227.42

214.00 6,420.00

100.00 2,300.00

115.00

75.00 1,200.00

275.00

5.58 178.56

- -

- -

- -

553.00 414.75

555.00 138.75

400.00 40.00

280.00 1,680.00

42.50 42.50

12,529.56

950.00 475.00

950.00 3,325.00

650.00 1,625.00

5,425.00

0.03 162.75 162.75

0.05 271.25 271.25

18,388.56

Page 329: New BSR 16-02-2010

1,838.86

20,227.42

1 L.ft 64.19

-

-

-

-

-

650.00 216.67

950.00 475.00

950.00 118.75

810.42

24.31

40.52

875.25

58.35

87.53

962.78

64.19

Page 330: New BSR 16-02-2010

CONCRETE MISSALANIOUS ITEM

Item Description Qty Unit Rate Amount Amount Remarks

15%

1 Grade 10

Consider 1 Sqr

Materials

Concrete 25.00 Cu.ft 274.15 6,853.71

Wastege 10% 10% 685.37

Reinforcement (6 mm) 22.00 Kg 146.81 3,229.79

10,768.87

Labour

Skilled labourer 0.25 Day 950.00 237.50

Un skilled labourer 1.00 Day 650.00 650.00

887.50

Add: 3% tools 3% 26.63

11,682.99 1,752.45 13,435.44

Preliminaries 10% 10% 1,168.30

Cost for 1 Sqr 12,851.29 1,927.69 14,778.98

O/H & Profit Amount O/H

& profit

3" thick blinding layer with reinforcement

Main Index

Page 331: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

2 Grade 25

Consider .45 Cube

Materials

Mixed concrete 0.45 Cube 28,462.67 12,808.20

(As per item B.05)

Add wastage 5% 5% 640.41

13,448.61

LAYING COST

Labour

Mason 0.50 Day 950.00 475.00

Skilled labour for vibrator 0.50 Day 650.00 325.00

3 U/sk labour 1.50 Day 650.00 975.00

1,775.00

Add: 3% tools 3% 53.25

Plant & equipment

Vibrator 0.50 Day 1,850.00 925.00

Curing

Water 100.00 Gal 0.50 50.00

U/sk labour 0.33 Day 650.00 216.67

266.67

16,468.53

9"x 9" concrete beams in ground floor level

Page 332: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

36,596.73 5,489.51 42,086.23

Preliminaries 10% 1,646.85

18,115.38

Cost per 1 Cube 40,256.40 6,038.46 46,294.86

3 Grade 25

Consider .45 Cube ( 80 L.ft)

Materials

Mixed Concrete 0.45 Cube 28,462.67 12,808.20

(As per item B.04)

Add wastage 5% 5% 640.41

13,448.61

LAYING COST

Labour

Mason 0.50 Day 950.00 475.00

Skilled labour for vibrator 0.50 Day 950.00 475.00

3 U/sk labour 1.50 Day 650.00 975.00

1,925.00

Add: 3% tools 3% 57.75

Add: 5% scaffolding 5% 96.25

Plant & equipment

Vibrator 0.50 Day 1,850.00 925.00

Curing

Water 50.00 Gal 0.50 25.00

U/sk labour 0.25 Day 650.00 162.50

9"x 9" Concrete Column in ground floor level

Page 333: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

187.50

16,640.11

36,978.02 5,546.70 42,524.72

Preliminaries 10% 1,664.01

18,304.12

Cost per 1 Cube 40,675.82 6,101.37 46,777.20

4 Grade 20

Consider 10 L.ft

Materials

Concrete 7.50 Cu.ft 311.15 2,333.61

Sawn form work 20.00 Sq.ft 264.70 5,293.91

Reinforcement 10.00 Kg 146.81 1,468.09

9,095.61

Add Extra cost of labour

Skilled labourer 0.25 Day 950.00 237.50

Un skilled labourer 0.25 Day 650.00 162.50

400.00

9,495.61

949.56 142.43 1,091.99

Preliminaries 10% 10% 949.56

Cost for 10.0 l.ft 10,445.17

Cost for1 L.ft 1,044.52 156.68 1,201.19

9''x 12'' plinth beam with & including formwork and reinforcement

Page 334: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

5 Grade 20

Consider 10 L.ft

Materials

Concrete 5.63 Cu.ft 311.15 1,750.21

Sawn form work 15.00 Sq.ft 264.70 3,970.43

Reinforcement 10.00 Kg 146.81 1,468.09

7,188.73

Add Extra cost of labour

Skilled labourer 0.25 Day 950.00 237.50

Un skilled labourer 0.25 Day 650.00 162.50

400.00

Cost for 10.0 l.ft 7,588.73

758.87 113.83 872.70

Preliminaries 10% 10% 758.87

9''x9'' Plinth beam with & including formwork and reinforcement

Page 335: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

Cost for 10.0 l.ft 8,347.60

Cost for1 L.ft 834.76 125.21 959.97

6 Grade 25

Consider 10 L.ft

Materials

Concrete 4.50 Cu.ft 311.15 1,400.17

Sawn form work 17.50 Sq.ft 264.70 4,632.17

Reinforcement 5.00 Kg 146.81 734.04

6,766.38

Add Extra cost of labour

Skilled labourer 0.13 Day 950.00 118.75

Un skilled labourer 0.13 Day 650.00 81.25

200.00

6,966.38

696.64 104.50 801.13

Preliminaries 10% 10% 696.64

6'' x 9'' lintol with & including formwork & reinforcement

Page 336: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

Cost for 10.0 L.ft 7,663.02

Cost for 1 L.ft 766.30 114.95 881.25

7 Grade 25

Consider 10 L.ft

Materials

Concrete 1.88 Cu.ft 311.15 584.96

Sawn form work 12.50 Sq.ft 264.70 3,308.69

Reinforcement 5.00 Kg 146.81 734.04

4,627.69

Add Extra cost of labour

Skilled labourer 0.13 Day 950.00 118.75

Un skilled labourer 0.13 Day 650.00 81.25

200.00

4,827.69

6'' x 4 1/2'' lintol with & including formwork & reinforcement

Page 337: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

482.77 72.42 555.18

Preliminaries 10% 10% 482.77

Cost for 10.0 l.ft 5,310.46

Cost for 1 l.ft 531.05 79.66 610.70

8 LAYING CHIP CONCRETE Kiri

Consider 1 Sqr

MIXING COST

Materials

Cement 2.37 Bags 740.00 1,753.80

Chip Metal 0.17 Cube 3,750.00 637.50

Water 21.00 Gal 0.50 10.50

Labour

Mixer operator 0.06 Day 950.00 57.00

U/sk labour 0.34 Day 650.00 221.00

Page 338: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

Plant & equipment

Concrete mixture (14/10) 0.06 Day 2,300.00 138.00

2,817.80

Add Wastage 10% 0.10 281.78

Labour

Sk labour 0.25 Day 950.00 237.50

Un sk labour 1.00 Day 650.00 650.00

887.50

Add 3% for tools 0.03 26.63

4,013.71 602.06 4,615.76

Preliminaries 10% 401.37

Cost for 1 Sqr 4,415.08 662.26 5,077.34

8.0 Grage 15 Chip Concrete Queens

MIXING Cost Assume 3" thick

Materials

Cement 14.00 bags 740.00 10,360.00

Sand 0.60 Cube 7,000.00 4,200.00

Metal (Chip) 1.00 Cube 3,750.00 3,750.00

Water 125.0 gal 0.50 62.50

18,372.50

Labour

Mixer operator 0.33 day 950.00 313.50

Page 339: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

Un / skilled Labour 2.00 day 650.00 1,300.00

1,613.50

Plant & Equipment

Concrete mixture (14/10) 0.33 day 2,300.00 759.00

Cost for one Cube 20,745.00

0.08 Cube 20,745.00 1,659.60

Add 10 % for Wastage 165.96

1,825.56

Labour

Skilled Labour 0.75 day 950.00 712.50

Un / skilled Labour 3.00 day 650.00 1,950.00

2,662.50

3% of labour Cost for Tool 79.88

Cost for one Sqr 4,567.94 685.19 5,253.13

Preliminaries 10% 456.79

Cost for 1 Sqr 5,024.73 753.71 5,778.44

10.0 3" thick flr conc. Including BRC mesh Queens

Consider 1 Sqr

Materials

0.25 Cube 28,154.83 7,038.71

Add 10 % for Wastage 703.87

7,742.58

mixed Concrete (G15)

mixed Concrete (G15)

Page 340: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

BRC Mesh 100.0 Sq.ft 45.24 4,523.81

Labour

Skilled Labour 0.25 day 950.00 237.50

Un / skilled Labour 1.00 day 650.00 650.00

887.50

3% of labour Cost for Tool 26.63

13,180.51 1,977.08 15,157.59

Preliminaries 10% 1,318.05

Cost for 1 Sqr 14,498.56 2,174.78 16,673.35

B1

10 L.ft

Materials

Supply and fix 50x150mm precast pergolas.including two coats of filler and two coats of weather shied paint

Page 341: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

50x 150mm pergolas 10.00 L.ft 90.00 900.00

Add 10% trance port 90.00

Sand 0.00 cube 7,000.00 7.00

Metal 0.01 cube 4,800.00 24.00

1,021.00

Labour

Sk labour 0.25 day 950.00 237.50

U/sk labour 0.25 day 650.00 162.50

400.00

Add

3% of labour cost for tool 12.00

5% of labour cost for scafolding 20.00

32.00

Add

Painting 13.30 Sq.ft 29.66 394.41 394.41

1,847.41 277.11 2,124.52

212.45 L.ft

Preliminaries 184.74 696.84 Lm

Cost for one cube with preliminaries 2,032.15 304.82 2,336.98

Kerbs

Page 342: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

Assume 10 L.ft

4" x 12" path edgings 10.00 L.ft 125.00 1,250.00

Transport 5% 62.50

Excavation 17.55 cu.ft 14.00 245.70

2" thick screed (grade 15) 2.18 cu.ft 285.00 620.73

2,178.93

Labour

Skill 0.25 Day 950.00 237.50

Un Skill 0.25 Day 650.00 162.50

400.00

3% of labour Cost for tools 12.00

2,590.93

Per L.ft 259.09 38.86 297.96

Laid 9" below ground,and bedded on grade 15 concrete 8"x4" base and 4"x4" haunch on either side;excavation ,backfilling,disposal of surplus,formwork

Page 343: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

2 VANITY COUNTERS

8.00 2.00 0.17

Material

Concrete (grade 25) 2.72 Cu.ft 368.58 1,002.54

Formwork

18.04 Sq.ft 88.00 1,587.52

Reinforcement

9.12 kg 160.00 1,459.95

Cement rendering

34.04 Sq.ft 60.00 2,042.40

Titanium Cut & polish

ddt for basin 17.04 Sq.ft 207.50 3,535.80

Cost for one Vanity Counter 9,628.20 1,444.23 11,072.44

8' 0"x2' 0" ,2" thick, cantilevered from wall, reinforced with 10mm rods @ 8" c/c both ways all faces cement rendered, exposed faces finished with cut & polish 1:10 Titanium and cement floating with cut out for basins.

Page 344: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

C

Assume 10 L.ft

9" Dia Concrete pipe 10.00 L.ft 362.50 3,625.00 3,625.00

Transport 5% 181.25

Joint

Cement 0.50 Bag 785.00 392.50

sand 0.01 Cube 5,500.00 55.00 447.50

Wastage 10% 44.75

Excavation 56.88 Cu.ft 14.00 796.25

Back fill 20.63 Cu.ft 15.00 309.38

Disposal 56.88 Cu.ft 10.00 568.75

6" thick concrete bed and hounch 17.50 Cu.ft 285.00 4,987.50

15.00 Cu.ft 285.00 4,275.00 10,936.88

Labour

Skill 1.00 Day 950.00 950.00

Un Skill 2.00 Day 650.00 1,300.00 2,250.00

67.50

17,552.88

Per L.ft 1,755.29

Precast reinforced concrete pipes laid 2' below ground

Page 345: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

A

Assume 10 L.ft

18"x 12" RCC semi circular drain 10.00 L.ft 325.00 3,250.00 3,250.00

Transport 5% 162.50

Joint

Cement 0.50 Bag 785.00 392.50

sand 0.01 Cube 5,500.00 55.00 447.50

Wastage 10% 44.75

Labour

Un/sk for excavation 0.25 Day 650.00 162.50

Skill 0.50 Day 950.00 475.00

Un Skill 1.00 Day 650.00 650.00 1,287.50

Tools 3% 19.50 669.50

5,861.75

Per L.ft 586.18

B4 Concrete 1:2:4 (3/4") grade 20 1 Cube 53,247.30 1 m3 18,815.30

RCC semi circular open drain size 18" wide x 12" deep

Page 346: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

MIXING Cost

Materials

Cement 42.00 bags 740.00 31,080.00

Sand 0.50 Cube 7,000.00 3,500.00

Metal 0.50 Cube 3,500.00 1,750.00

Water 125.00 gal 0.50 62.50

36,392.50

Labour

Mixer operator 0.33 day 950.00 313.50

Un / skilled Labour 2.00 day 650.00 1,300.00

1,613.50

Plant & Equipment

Concrete mixture 0.33 day 2,300.00 766.67

Cost for one Cube (mixing only) 38,772.67

LAYING Cost

Mason 0.75 day 950.00 712.50

Vibrator operator 0.75 day 950.00 712.50

6 Un / skilled Labour 4.50 day 650.00 2,925.00

4,350.00

Plant & Equipment

Vibrator operator 0.75 day 1,850.00 1,387.50

Add

3% of labour Cost for tools for tool 130.50

217.50

348.00

Curing

5% of labour Cost for scaffolding for scafolding

Page 347: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount O/H

& profit

Water 100.00 gal. 0.50 50.00

Un / skilled Labour 0.33 day 650.00 216.67

266.67

45,124.83

O/H and profit 8,122.47

Cost for 1 Cube with Preliminaries 53,247.30

5546.59398

Page 348: New BSR 16-02-2010

TERMITE TRETMENT / WATER PROOPING

Item Description Qty Unit Rate Amount Amount Remarks

15%

A1 Anti termite tretment 1 Sqr

Sub Contrctor's price 1.00 Sqr 1,975.00 1,975.00

Add

Attendance

7% of price 138.25

2,113.25 316.99 2,430.24 Sqr

Add 261.49 m2

Preliminaries 21.13

Cost per one sqr wth preliminaries 2,134.38 320.16 2,454.54 Sqr

A1 Water proofing 1 m2

Sub Contrctor's price 1.00 m2 875.00 875.00

Add

Attendance

O/H & Profit

Amount O/H & profit

Main Index

Page 349: New BSR 16-02-2010

7% of price 61.25

936.25 140.44 1,076.69

Add

Preliminaries 9.36

Cost per one sqr wth preliminaries 945.61 141.84 1,087.45

Add

Protective Screed 1.00 m2 533.00 533.00 533.00

1,609.69 1m2

Page 350: New BSR 16-02-2010

PLUMBING GAUGE 600

Item Description Qty Unit Rate Amount Amount Remarks

15%

1

Consider 50 L.ft

Materials

32mm pipe 50.00 L.ft 20.92 1,046.15

Clipe & nails 160.00

Solvent cement 75.00 Grms 2.28 171.00

Others 1,280.00

2,657.15

Labour

Plumber 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,200.00

Add: 3% Tools 3% 36.00

Add: 5% Scaffolding 5% 60.00

3,953.15

79.06 11.86 90.92

Preliminaries 10% 395.32

Cost per 50 L.ft 4,348.47

Cost per 1 L.ft 86.97 13.05 100.01

O/H & Profit

Amount with profit

32mm diameter pvc pipe fixed to wall

Main Index

Page 351: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

2

Consider 50 L.ft

Materials

32mm pipe 50.00 L.ft 20.92 1,046.15

Solvent cement 75.00 Grms 2.28 171.00

Others 1,280.00

2,497.15

Labour

U/sk labour 0.75 Day 650.00 487.50

Plumber 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,687.50

Add: 3% Tools 3% 50.63

Add: 5% Scaffolding 5% 84.38

4,319.65

86.39 12.96 99.35

Preliminaries 10% 431.97

Cost per 50 L.ft 4,751.62

Cost per 1 L.ft 95.03 14.25 109.29

3 40mm diameter pvc pipe fix to wall

Consider 50 L.ft

Materials

40mm pipe 50.00 L.ft 51.00 2,550.00

Clipe & nails 300.00

Solvent cement 100.00 Grms 2.28 228.00

Others 2,045.00

32mm diameter pvc pipe laying trench

Page 352: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

5,123.00

Labour

Plumber 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,200.00

Add: 3% Tools 3% 36.00

Add: 5% Scaffolding 5% 60.00

6,419.00

128.38 19.26 147.64

Preliminaries 10% 641.90

Cost per 50 L.ft 7,060.90

Cost per 1 L.ft 141.22 21.18 162.40

4

Consider 50 L.ft

Materials

40mm pipe 50.00 L.ft 51.00 2,550.00

Solvent cement 100.00 Grms 2.28 228.00

Others 2,045.00

4,823.00

Labour

U/sk labour 0.75 Day 650.00 487.50

Plumber 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,687.50

Add: 3% Tools 3% 50.63

Add: 5% Scaffolding 5% 84.38

40mm diameter pvc pipe laying trench

Page 353: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

6,645.50

132.91 19.94 152.85

Preliminaries 10% 664.55

Cost per 50 L.ft 7,310.05

Cost per 1 L.ft 146.20 21.93 168.13

5 50mm diameter pvc pipe fix to wall

Consider 50 L.ft

Materials

50mm pipe 50.00 L.ft 68.15 3,407.69

Clipe & nails 300.00

Solvent cement 100.00 Grms 2.28 228.00

Others 3,190.00

7,125.69

Labour

Plumber 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,200.00

Add: 3% Tools 3% 36.00

Add: 5% Scaffolding 5% 60.00

8,421.69

168.43 25.27 193.70

Preliminaries 10% 842.17

Cost per 50 L.ft 9,263.86

Cost per 1 L.ft 185.28 27.79 213.07

6 50mm diameter pvc pipe laying trench

Page 354: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Consider 50 L.ft

Materials

50mm pipe 50.00 L.ft 68.15 3,407.69

Solvent cement 100.00 Grms 2.28 228.00

Others 3,190.00

6,825.69

Labour

U/sk labour 0.75 Day 650.00 487.50

Plumber 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,687.50

Add: 3% Tools 3% 50.63

Add: 5% Scaffolding 5% 84.38

8,648.19

172.96 25.94 198.91

Preliminaries 10% 864.82

Cost per 50 L.ft 9,513.01

Cost per 1 L.ft 190.26 28.54 218.80

7 63mm diameter pvc pipe fix to wall

Consider 50 L.ft

Materials

63mm pipe 50.00 L.ft 112.92 5,646.15

Clipe & nails 360.00

Solvent cement 100.00 Grms 2.28 228.00

Others 4,980.00

11,214.15

Page 355: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Labour

Plumber 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,200.00

Add: 3% Tools 3% 36.00

Add: 5% Scaffolding 5% 60.00

12,510.15

250.20 37.53 287.73

Preliminaries 10% 1,251.02

Cost per 50 L.ft 13,761.17

Cost per 1 L.ft 275.22 41.28 316.51

8

Consider 50 L.ft

Materials

63mm pipe 50.00 L.ft 112.92 5,646.15

Solvent cement 100.00 Grms 2.28 228.00

Others 4,980.00

10,854.15

Labour

U/sk labour 0.75 Day 650.00 487.50

Plumber 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,687.50

Add: 3% Tools 3% 50.63

Add: 5% Scaffolding 5% 84.38

12,676.65

63mm diameter pvc pipe laying trench

Page 356: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

253.53 38.03 291.56

Preliminaries 10% 1,267.67

Cost per 50 L.ft 13,944.32

Cost per 1 L.ft 278.89 41.83 320.72

9 75mm diameter pvc pipe fix to wall

Consider 50 L.ft

Materials

75mm pipe 50.00 L.ft 222.92 11,146.15

Clipe & nails 360.00

Solvent cement 100.00 Grms 2.28 228.00

Other 8,916.92

20,651.08

Labour

Plumber 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,200.00

Add: 3% Tools 3% 36.00

Add: 5% Scaffolding 5% 60.00

21,947.08

438.94 65.84 504.78

Preliminaries 10% 2,194.71

Cost per 50 L.ft 24,141.78

Cost per 1 L.ft 482.84 72.43 555.26

10 75mm diameter pvc pipe laying trench

Page 357: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Consider 50 L.ft

Materials

75mm pipe 50.00 L.ft 222.92 11,146.15

Solvent cement 100.00 Grms 2.28 228.00

Other 8,916.92

20,291.08

Labour

Excavation 0.75 Day 650.00 487.50

Skilled labourer 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,687.50

Add: 3% Tools 3% 50.63

Add: 5% Scaffolding 5% 84.38

22,113.58

442.27 66.34 508.61

Preliminaries 10% 2,211.36

Cost per 50 L.ft 24,324.93

Cost per 1 L.ft 486.50 72.97 559.47

11 90mm diameter pvc pipe fix to wall

Consider 50 L.ft

Materials

90mm pipe 50.00 L.ft 274.65 13,732.50

Clipe & nails 390.00

Solvent cement 150.00 Grms 2.28 342.00

Other 9,500.00

23,964.50

Labour

Page 358: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Skilled labourer 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,200.00

Add: 3% Tools 3% 36.00

Add: 5% Scaffolding 5% 60.00

25,260.50

505.21 75.78 580.99

Preliminaries 10% 2,526.05

Cost per 50 L.ft 27,786.55

Cost per 1 L.ft 555.73 83.36 639.09

12

Consider 50 L.ft

Materials

90mm pipe 50.00 L.ft 274.65 13,732.50

Solvent cement 150.00 Grms 2.28 342.00

Other 9,500.00

23,574.50

Labour

Excavation 0.75 Day 650.00 487.50

Skilled labourer 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,687.50

Add: 3% Tools 3% 50.63

Add: 5% Scaffolding 5% 84.38

25,397.00

507.94 76.19 584.13

90mm diameter pvc pipe laying trench

Page 359: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Preliminaries 10% 2,539.70

Cost per 50 L.ft 27,936.70

Cost per 1 L.ft 558.73 83.81 642.54

13 110mm diameter pvc pipe fix to wall

Consider 50 L.ft

Materials

110mm pipe 50.00 L.ft 402.30 20,115.00

Clipe & nails 390.00

Solvent cement 150.00 Grms 2.28 342.00

Other 19,000.00

39,847.00

Labour

Skilled labourer 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,200.00

Add: 3% Tools 3% 36.00

Add: 5% Scaffolding 5% 60.00

41,143.00

822.86 123.43 946.29

Preliminaries 10% 4,114.30

Cost per 50 L.ft 45,257.30

Cost per 1 L.ft 905.15 135.77 1,040.92

14

Consider 50 L.ft

110mm diameter pvc pipe laying trench

Page 360: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Materials

110mm pipe 50.00 L.ft 402.30 20,115.00

Solvent cement 150.00 Grms 2.28 342.00

Other 19,000.00

39,457.00

Labour

Excavation 0.75 Day 650.00 487.50

Skilled labourer 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,687.50

Add: 3% Tools 3% 50.63

Add: 5% Scaffolding 5% 84.38

41,279.50

825.59 123.84 949.43

Preliminaries 10% 4,127.95

Cost per 50 L.ft 45,407.45

Cost per 1 L.ft 908.15 136.22 1,044.37

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ELECTRICAL INSTALLATION

Description Unit Qty Rate Remarks

Wire

1/1.13 mm Cu/PVC/PVC 1mm2 m 100.00 1,850.00 Kalani cable

7/0.67 mm Cu/PVC earth 1.5mm2 m 100.00 5,540.00

Conduit

PCV conduit pipe 1" Lft 13.00 167.00 S-Lon

PCV conduit pipe 3/4"" L.ft 13.00 121.00

Bend

1" Nr 1.00 24.00 S-Lon

3/4" Nr 1.00 20.00

Ceiling rose

Holders

Switches

one gang one way Nr 1.00 109.09 Orange

two gang one way Nr 1.00 184.07

three gang one way Nr 1.00 263.94

four gang one way Nr 1.00 349.64

Main Index

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362/775

Switch box

Round block

Socket outlet Orange

5A switched socket outlet Nr 1.00 303.87

13A switched socket outlet Nr 1.00 321.40

15A switched socket outlet Nr 1.00 373.02

Nr

Item Description Qty Unit Rate Amount Amount Remarks

15%

1

Rate for 4 Nos points

Materials

1mm2 Live 0.45 coil 1,850.00 832.50

O/H & Profit

Amount with profit

Wiring and installation (including supply of all materials) of the light points using approved type PVC insulated PVC sheathed 1 mm2 copper cable and 2.5mm2 Earth cable drawn through securely fixed concealed PVC conduit. (Switches shall be ABB / Clipsal / Orange / Tenby or equivalent)

Earth cable is not required if fitting is not Metal

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Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

1mm2 Nutral 0.35 coil 1,850.00 647.50

2.5mm Earth wire 0.25 coil 5,540.00 1,385.00

PCV conduit pipe 1" 50.00 l.ft 12.85 642.31

PCV conduit pipe 3/4"" 20.00 l.ft 9.31 186.15

Bend 4.00 no 25.00 100.00

Ceiling rose 4.00 no 35.00 140.00

Holders 4.00 no 65.00 260.00

Switches -four gang one way 1.00 no 349.64 349.64

Switch box 1.00 no 40.00 40.00

Round block 4.00 no 20.00 80.00

Brass screws 1" 4.00 no 10.00 40.00

Brass screws 1/2" 8.00 no 5.00 40.00

Flexible wire 2 core 24.00 no 25.00 600.00 5,343.10

15% sum 801.47

6% sum 320.59

Labour

un skilled labour for chasing wall 1.00 day 650.00 650.00

Electricion 1.50 day 950.00 1,425.00

un skilled labour 1.50 day 650.00 975.00

Mason for prepare surface 1.00 day 950.00 950.00

4,000.00

Add for Tools

3% of labour cost 3% 120.00

5% of labourer cost 5% 200.00

10,785.15

For 1 Point 2,696.29 404.44 3,100.73

cement lime and sand 15% from meterial cost

clips and wire nails 6% from meterial cost

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364/775

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

3

Rate for 4 Nos points

Materials

2.5mm2 Live 0.45 coil 1,850.00 832.50

2.5mm2 Nutral 0.35 coil

2.5mm2 Earth wire 0.25 coil 5,540.00 1,385.00

Conduit pipe 5/8" 80.00 l.ft 10.00 800.00

5 amp socket outlets 1.00 no 303.87 303.87

Bend 2.00 no 25.00 50.00

Switch box 1.00 no 40.00 40.00 3,411.37

15% sum 511.71

6% sum 204.68

Labour

Un skilled labour for chasing wall1.00 day 650.00 650.00

Electricion 2.00 day 950.00 1,900.00

Un skilled labour 2.00 day 650.00 1,300.00

Mason for prepare surface 1.00 day 950.00 950.00

4,800.00

Supply & installation of 5A fused shuttered switched socket outlet to comply with relevant BS standard (Clipsal, Orange, Crabtree/ Tenby/ABB or equivalent). Wiring (including supply of earth wire & all other material required ) of above socket outlet using approved type 2.5mm2 PVC/PVC copper cable & 2.5mm2 earth wire drawn through securely fixed concealed PVC conduit in a ring circuit.

Cement lime and sand 15% from meterial cost

Clips and wire nails 6% from meterial cost

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365/775

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Add for Tools

3% of labour cost 3% 144.00

5% of labourer cost 5% 240.00

9,311.76

For 1 Point 2,327.94 349.19 2,677.13

4

Materials

2.5mm2 Live 0.45 coil 1,850.00 832.50

2.5mm2 Nutral 0.35 coil

2.5mm2 Earth wire 0.25 coil 5,540.00 1,385.00

Conduit pipe 1" 65.00

Conduit pipe 3/4" 25.00 l.ft 10.00 250.00

13 amp socket outlets 4.00 no 345.00 1,380.00

Bend 4.00 no 25.00 100.00

Switch box 4.00 no 40.00 160.00 1,890.00

15% sum 283.50

6% sum 113.40

Labour

un skilled labour for chasing wall 1.00 day 650.00 650.00

Electricion 2.00 day 950.00 1,900.00

un skilled labour 2.00 day 650.00 1,300.00

Supply & installation of 13A fused shuttered switched socket outlet to comply with relevant BS standard (Clipsal, Orange, Crabtree/ Tenby/ABB or equivalent). Wiring (including supply of earth wire & all other material required ) of above socket outlet using approved type 2.5mm2 PVC/PVC copper cable & 2.5mm2 earth wire drawn through securely fixed concealed PVC conduit in a ring circuit.

Cement lime and sand 15% from meterial cost

Clips and wire nails 6% from meterial cost

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Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Mason for prepare surface 1.00 day 950.00 950.00 4,800.00

Add for Tools

3% of labour cost 3% 144.00

5% of labourer cost 5% 240.00

7,470.90

For 1 Point 1,867.73 280.16 2,147.88

4

Materials

2.5mm2 Live 0.45 coil 1,850.00 832.50

2.5mm2 Nutral 0.35 coil

2.5mm2 Earth wire 0.25 coil 5,540.00 1,385.00

Conduit pipe 5/8" 80.00 l.ft 10.00 800.00

15 amp socket outlets 1.00 no 345.00 345.00

Bend 2.00 no 25.00 50.00

Switch box 1.00 no 40.00 40.00 1,235.00

15% sum 185.25

6% sum 74.10

Labour

un skilled labour for chasing wall 1.00 day 650.00 650.00

Supply & installation of 15A fused shuttered switched socket outlet to comply with relevant BS standard (Clipsal, Orange, Crabtree/ Tenby/ABB or equivalent). Wiring (including supply of earth wire & all other material required ) of above socket outlet using approved type 2.5mm2 PVC/PVC copper cable & 2.5mm2 earth wire drawn through securely fixed concealed PVC conduit in a ring circuit.

Cement lime and sand 15% from meterial cost

Clips and wire nails 6% from meterial cost

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Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Electricion 2.00 day 950.00 1,900.00

un skilled labour 2.00 day 650.00 1,300.00

Mason for prepare surface 1.00 day 950.00 950.00 4,800.00

Add for Tools

3% of labour cost 3% 144.00

5% of labourer cost 5% 240.00

6,678.35

For 1 Point 1,669.59 250.44 1,920.03

5

Materials

1mm2 Live 0.45 coil - -

1mm2 Nutral 0.35 coil - -

2.5mm Earth wire 0.25 coil - -

PCV conduit pipe 1" 50.00 l.ft 10.00 500.00

PCV conduit pipe 3/4"" 20.00 l.ft

1 Gang switch 1.00 no 100.00 100.00

Wiring & installation (including supply of all material, earth wire & switch) for ceiling / wall mounted fans using approved type 1 mm2 PVC/PVC copper cable & 2.5mm2 earth wire drawn through securely fixed PVC conduits.

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Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Bend 2.00 no 25.00 50.00

Switch box 1.00 no 40.00 40.00

Fan hook 1.00 no 250.00 250.00 440.00

15% sum 66.00

6% sum 26.40

Labour

un skilled labour for chasing wall 1.00 day 650.00 650.00

Electricion 2.00 day 950.00 1,900.00

un skilled labour 2.00 day 650.00 1,300.00

Mason for prepare surface 1.00 day 950.00 950.00 4,800.00

Add for Tools

3% of labour cost 3% 144.00

5% of labourer cost 5% 240.00

5,716.40

For 1 Point 1,429.10 214.36 1,643.47

cement lime and sand 15% from meterial cost

clips and wire nails 6% from meterial cost

Supply & installation of TV socket outlet to comply with relevant BS standard (Crabtree/ Tenby/Clipsal/Orange or equivalent). Wring (including all material required ) of above socket outlet using approved type two core PVC/PVC copper cable drawn through securely fixed concealed PVC conduit.

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Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Supply & installation of telephone socket outlet to comply with relevant BS standard (Crabtree/ Tenby/Clipsal/Orange or equivalent). Wring (including all material required ) of above socket outlet using approved type two core PVC/PVC copper cable drawn through securely fixed concealed PVC conduit.

Page 370: New BSR 16-02-2010

DOORS AND WINDOWS

Specification:

Materil

Frame -Teak

Frame 6" x4" 1.00 L.ft 1,100.00

4" x3" 1.00 L.ft 550.00

Sash -Teak

Sash 11/2" thick 1.00 Sq.ft 1,200.00

11/4" thick 1.00 Sq.ft 1,000.00

1" thick 1.00 Sq.ft 575.00

Louver

1/2" louver blade 1.00 Sq.ft 400.00

Glass - clear

6mm thick 1.00 Sq.ft 100.00

3mm thick 1.00 Sq.ft

Glazing beads 1.00 L.ft 5.00

Iron mongery -Stainless steel

6"x4" Hinges 1.00 Nos 550.00

4"x3" Hinges 1.00 Nos 350.00

1 1/4" screws 1.00 Nos 8.35

1' 6" High brass barolt bolt 1.00 Nos 2,300.00

6" High brass barolt bolt 1.00 Nos 380.00

Union Lock Good quality 1.00 Nos 6,900.00

Union Lock Normal 1.00 Nos 2,900.00

Casement stay 1.00 Nos 380.00

Window Fasterners 1.00 Nos 325.00

Window Rings 1.00 Nos 35.00

Main Index

Page 371: New BSR 16-02-2010

Wood Seasion

6" x4" 1.00 L.ft 43.00

4' x3" 1.00 L.ft 22.00

11/2" sash 1.00 Sq.ft

11/4" sash 1.00 Sq.ft 27.00

1'-0" x 1'-0" x 1'-0" 1.00 Cu.ft 263.00

Wood Painting

Wood treatment 1.00 Sq.ft 20.00

Water base 1.00 Sq.ft 88.00

Spray paint 1.00 Sq.ft 88.00

Labour

Frame Planking 1.00 L.ft 10.00

Sash Planking 1.00 Sq.ft 10.00

Frame making 6" x 4" 1.00 L.ft 110.00

4" x 3" 1.00 L.ft 100.00

Sash making

Solid timber "v" grove panel 1.00 Sq.ft 450.00

Timber / glass 1.00 Sq.ft 225.00

Frame fixing to wall -small 1.00 Nos 750.00

Frame fixing to wall -big 1.00 Nos 1,000.00

Description

Qty Unit Rate Amount Amount Remarks

15%

1

O/H & Profit

Amount with profit

0-4" x 0'-3" frame with 1 1/4" thick sash local teak door

Page 372: New BSR 16-02-2010

Overall size ,3' -0" x 7'- 0" , type D3 21.00 Sq.ft

Material

4"x3" frame. 19.00 L.ft 550.00 10,450.00

1 1/4" thick Teak timber sash ( 2'-6" x 6'-9") 16.88 sq.ft 1,000.00 16,875.00

27,325.00

Wastage 10% 2,732.50

Transport 7% 1,912.75

Wood Season 19.00 l.ft 22.00 418.00

Wood Season 16.88 sq.ft 27.00 455.63

873.63

Holdpast ( flat iron / concrete / formwors) 6.00 Nr 250.00 1,500.00 1,500.00

Iron mongery -Stainless steel

6"x4" Hinges 4.00 Nr 550.00 2,200.00

1 1/4" screws 32.00 Nr 8.35 267.20

1' 6" High brass barolt bolt 1.00 Nr 2,300.00 2,300.00

6" High brass barolt bolt 1.00 Nr 380.00 380.00

Union Lock Good quality 1.00 Nr 6,900.00 6,900.00

12,047.20

Labour

Making frame

Carpenter 1.5 Days 1,000.00 1,500.00

Un/Sk 1.5 Days 675.00 1,012.50

frame fixing to wall

Mason 0.75 Days 1,000.00 750.00

Un/Sk 0.75 Days 675.00 506.25

Making sash

Carpenter 2.5 Days 1,000.00 2,500.00

Un/Sk 2.5 Days 675.00 1,687.50

Sash fixing to frame with iron mongery

Carpenter 1 Days 1,000.00 1,000.00

Un/Sk 1 Days 675.00 675.00

9,631.25

Overall size 3'-0" x 7'-0" Single sash with Horizontal vertical timber battens with "V" groove as per detail drawing

Page 373: New BSR 16-02-2010

Tools 3% 288.94

56,311.26

O/H and profit 18% 10,136.03

Total cost 66,447.29

Total cost for 1 Sq.ft 3,164.16

Add water base painting ( both side ) 247.50

Sq.ft Rate with water base paint 3,411.66

2

Overall size ,12' -0" x 7'- 0" , type SD1 84.00 Sq.ft

Material

4"x3" frame. 42.00 L.ft 550.00 23,100.00

1 1/4" thick Teak timber sash ( 2'-6" x 6'-9") 33.12 sq.ft 1,000.00 33,120.00

6mm glass 46.50 sq.ft 100.00 4,650.00

104,188.24

Wastage 10% 10,418.82

Transport 7% 7,293.18

Wood Season 42.00 l.ft 22.00 924.00

Wood Season 33.12 sq.ft 27.00 894.24

1,818.24

Holdpast ( flat iron / concrete / formwors) 6.00 Nr 250.00 1,500.00 1,500.00

Iron mongery -Stainless steel

Sliding gear 1.00 Item 40,000.00 40,000.00

6" High brass barolt bolt 1.00 Nos 380.00 380.00

40,380.00

Labour

Making frame

Carpenter 1.5 Days 1,000.00 1,500.00

0-4" x 0'-3" frame with 1 1/4" thick sash local teak and 6mm glass

Overall size 12'-0" x 7'-0" Timber glazed sliding door as per detail drawing

Page 374: New BSR 16-02-2010

Un/Sk 1.5 Days 675.00 1,012.50

frame fixing to wall

Mason 1.25 Days 1,000.00 1,250.00

Un/Sk 1.25 Days 675.00 843.75

Making sash

Carpenter 6 Days 1,000.00 6,000.00

Un/Sk 6 Days 675.00 4,050.00

Sash fixing to frame with iron mongery

Carpenter 2 Days 1,000.00 2,000.00

Un/Sk 2 Days 675.00 1,350.00

18,006.25

Tools 3% 540.19

184,144.92

O/H and profit 18% 33,146.09

Total cost 217,291.00

Total cost for 1 Sq.ft 2,586.80

Add water base painting 110.00

Sq.ft Rate with water base paint 2,696.80

3

3 Overall size ,10' -0" x 8'- 0" , type FW 80.00 Sq.ft

Material

4"x3" frame. 29.00 L.ft 550.00 15,950.00

1 1/4" thick Teak timber sash ( 2'-6" x 6'-9") 32.24 sq.ft 1,000.00 32,240.00

6mm glass 41.38 sq.ft 100.00 4,138.00

52,328.00

Wastage 10% 5,232.80

0-4" x 0'-3" frame with 1 1/4" thick sash local teak and 6mm glass

Overall size 10'-0" x 8'-0" Timber glazed french windoor as per detail drawing

Page 375: New BSR 16-02-2010

Transport 7% 3,662.96

Wood Season 29.00 l.ft 22.00 638.00

Wood Season 32.24 sq.ft 27.00 870.48

1,508.48

Holdpast ( flat iron / concrete / formwors) 6.00 Nr 250.00 1,500.00 1,500.00

Labour

Making frame

Carpenter 1.75 Days 1,000.00 1,750.00

Un/Sk 1.75 Days 675.00 1,181.25

frame fixing to wall

Mason 1 Days 1,000.00 1,000.00

Un/Sk 1 Days 675.00 675.00

Making sash

Carpenter 6 Days 1,000.00 6,000.00

Un/Sk 6 Days 675.00 4,050.00

Sash fixing to frame with iron mongery

Carpenter 2 Days 1,000.00 2,000.00

Un/Sk 2 Days 675.00 1,350.00

18,006.25

Tools 3% 540.19

82,778.68

O/H and profit 18% 14,900.16

Total cost 97,678.84

Total cost for 1 Sq.ft 1,220.99

Add water base painting 110.00

Sq.ft Rate with water base paint 1,330.99

7

Overall size ,8' -0" x 5'- 0" , type W1 40.00 Sq.ft

0-4" x 0'-3" frame with 1 1/4" thick sash local teak and 6mm glass

Overall size 8'-0" x 5'-0" Timber glazed openable door as per detail drawing

Page 376: New BSR 16-02-2010

Material

4"x3" frame. 26.00 L.ft 550.00 14,300.00

1 1/4" thick Teak timber sash 16.83 sq.ft 1,000.00 16,830.00

6mm glass 24.42 sq.ft 100.00 2,442.00

33,572.00

Wastage 10% 3,357.20

Transport 7% 2,350.04

Wood Season 26.00 l.ft 22.00 572.00

Wood Season 16.83 sq.ft 27.00 454.41

1,026.41

Holdpast ( flat iron / concrete / formwors) 6.00 Nr 250.00 1,500.00 1,500.00

Iron mongery -Stainless steel

6"x4" Hinges

4"x3" Hinges

1 1/4" screws

1' 6" High brass barolt bolt

6" High brass barolt bolt

Union Lock Good quality

Union Lock Normal

Casement stay

Window Fasterners

Window Rings

Labour

Making frame

Carpenter 2 Days 1,000.00 2,000.00

Un/Sk 2 Days 675.00 1,350.00

frame fixing to wall

Mason 1 Days 1,000.00 1,000.00

Un/Sk 1 Days 675.00 675.00

Making sash

Carpenter 2 Days 1,000.00 2,000.00

Un/Sk 2 Days 675.00 1,350.00

Sash fixing to frame with iron mongery

Carpenter 2 Days 1,000.00 2,000.00

Page 377: New BSR 16-02-2010

Un/Sk 2 Days 675.00 1,350.00

11,725.00

Tools 3% 351.75

53,882.40

O/H and profit 18% 9,698.83

Total cost 63,581.23

Total cost for 1 Sq.ft 1,589.53

Add water base painting - Area consider single side 110.00

Sq.ft Rate with water base paint 1,699.53

8

26.00 Sq.ft

Material

5"x4" frame. 22.00 L.ft 1,100.00 24,200.00

1 1/4" thick Teak timber sash 20.00 sq.ft 1,000.00 20,000.00

6mm glass 17.18 sq.ft 100.00 1,718.00

45,918.00

Wastage 10% 4,591.80

Transport 7% 3,214.26

Wood Season 22.00 l.ft 43.00 946.00

Wood Season 20.00 sq.ft 27.00 540.00

1,486.00

Holdpast ( flat iron / concrete / formwors) 4.00 Nr 250.00 1,000.00 1,000.00

Iron mongery -Stainless steel

6"x4" Hinges

4"x3" Hinges

0-5" x 0'-4" frame with 1 1/4" thick sash local teak louver sash panel and fixed glass panel with 6mm glass

Overall size ,3' -0" x 6'- 6" , type W1

Page 378: New BSR 16-02-2010

1 1/4" screws

1' 6" High brass barolt bolt

6" High brass barolt bolt

Union Lock Good quality

Union Lock Normal

Casement stay

Window Fasterners

Window Rings

Labour

Making frame

Carpenter 1.5 Days 1,000.00 1,500.00

Un/Sk 1.5 Days 675.00 1,012.50

frame fixing to wall

Mason 1.25 Days 1,000.00 1,250.00

Un/Sk 1.25 Days 675.00 843.75

Making sash

Carpenter 3 Days 1,000.00 3,000.00

Un/Sk 3 Days 675.00 2,025.00

Sash fixing to frame with iron mongery

Carpenter 2 Days 1,000.00 2,000.00

Un/Sk 2 Days 675.00 1,350.00

12,981.25

Tools 3% 389.44

69,580.75

O/H and profit 18% 12,524.53

Total cost 82,105.28

Total cost for 1 Sq.ft 3,157.90

Add water base painting 220.00

Sq.ft Rate with water base paint 3,377.90

Page 379: New BSR 16-02-2010

1

Overall size ,6' 0" x 9' 4" , type D1 6.00 9.33 55.98 Sq.ft

0.5 0.33

5.33 9.00

Material

6"x4" frame. 24.66 L.ft 1,100.00 27,126.00

1 1/2" thick Teak timber sash 47.98 sq.ft 1,200.00 57,578.67

Wood presavative 8.87 Cu.ft 263.00 2,332.05

Wood treatment 124.57 sq.ft 20.00 2,491.40

89,528.12

Wastage 10% 8,952.81

Transport 7% 6,266.97

Labour

Frame Planking 24.66 L.ft 10.00 246.60

Frame making 24.66 L.ft 110.00 2,712.60

Frame fixing to wall 1 Item 1,000.00 1,000.00

Sash planking 47.98 sq.ft 10.00 479.82

Timber Sash making 47.98 sq.ft 450.00 21,592.00

0-6" x 0'-4" frame with 1 1/2" thick sash local teak

Overall size 6'-0" x 9'-4" Double sash 0'-5" width timber stile with vertical timber battens with "V" groove as per detail drawing

Page 380: New BSR 16-02-2010

Water base paint 167.94 sq.ft 88.00 14,778.72

Locks & ironmongary fixing 2,500.00 43,309.74

Tools 3% 1,299.29

Total cost 149,356.94

Total cost for 1 Sq.ft 2,668.04

2

Overall size ,3' 0" x 9' 4" , type D2 3.00 9.33 27.99 Sq.ft

frame 0.33 0.25

sash 2.50 8.83 22.08

glass 2.50 1.17 2.93

Material

4"x3" frame. 24.66 L.ft 550.00 13,563.00

1 1/4" thick Teak timber sash 19.15 sq.ft 1,000.00 19,150.00

Wood presavative 3.95 Cu.ft 263.00 1,038.71

Wood treatment 60.74 sq.ft 20.00 1,214.81

34,966.52

Wastage 10% 3,496.65

3mm Glass arae 2.93 sq.ft - - -

Glazing beads 7.34 L.ft 5.00 36.70 36.70

38,499.87

Transport 7% 2,694.99

Labour

Frame Planking 24.66 L.ft 10.00 246.60

Frame making 24.66 L.ft 100.00 2,466.00

Frame fixing to wall 1 Item 750.00 750.00

0-4" x 0'-3" frame with 1 1/4" thick sash local teak

Overall size 3'-0" x 9'-4", 3'-0" x 8'-0" Side hung, Single sash 0'-4" width timber stile with vertical timber battens with "V" groove with 3'-0" x 1'-2" fixed glass above as per detail drawing

Page 381: New BSR 16-02-2010

Sash planking 22.08 sq.ft 10.00 220.75

Timber Sash making 22.08 sq.ft 225.00 4,966.88

Water base paint 162.09 sq.ft 88.00 14,263.92

Locks & ironmongary fixing 2,500.00 25,414.15

Tools 3% 762.42

Total cost 67,371.43

Total cost for 1 Sq.ft 2,406.98

3

Overall size ,3' 0" x 9' 4" , type D3 3.00 9.33 27.99 Sq.ft

frame 0.33 0.25

sash 2.50 8.83 22.08

glass 2.50 1.17 2.93

Material

4"x3" frame. 24.66 L.ft 550.00 13,563.00

1 1/4" thick Teak timber sash 19.15 sq.ft 1,000.00 19,150.00

Wood presavative 3.95 Cu.ft 263.00 1,038.71

Wood treatment 60.74 sq.ft 20.00 1,214.81 34,966.52

Wastage 10% 3,496.65

3mm Glass arae 2.93 sq.ft - - -

Glazing beads 7.34 L.ft 5.00 36.70 36.70

38,499.87

Transport 7% 2,694.99

Labour

Frame Planking 24.66 L.ft 10.00 246.60

Frame making 24.66 L.ft 100.00 2,466.00

Overall size 3'-0" x 9'-4", 3'-0" x 8'-0" Side hung, Single sash 'flush panel sash with 3'-0" x 1'-2" fixed glass above as per detail drawing

Page 382: New BSR 16-02-2010

Frame fixing to wall 1 Item 750.00 750.00

Sash planking 22.08 sq.ft 10.00 220.75

Timber Sash making 19.15 sq.ft 225.00 4,308.75

Water base paint 162.09 sq.ft 88.00 14,263.92

Locks & ironmongary fixing 2,500.00 24,756.02

Tools 3% 742.68

Total cost 66,693.56

Total cost for 1 Sq.ft 2,382.76

4 Overall size ,4' 0" x 9' 4" , type D4 / D5 4.00 9.33 37.32 Sq.ft

frame 0.33 0.25

sash 3.50 8.83 30.91

glass 3.50 1.17 4.10

Material

4"x3" frame. 26.66 L.ft 550.00 14,663.00

1 1/4" thick Teak timber sash 26.81 sq.ft 1,000.00 26,810.00

Wood presavative 4.88 Cu.ft 263.00 1,283.56

Wood treatment 77.88 sq.ft 20.00 1,557.61 44,314.17

Wastage 10% 4,431.42

3mm Glass arae 4.10 sq.ft - - -

Glazing beads 9.34 L.ft 5.00 46.70 46.70

48,792.29

Transport 7% 3,415.46

Labour

Overall size 4'-0" x 9'-4", 4'-0" x 8'-0" Side hung, double sash 0'-4" width timber stile with vertical timber battens with "V" groove with 4'-0" x 1'-2" fixed glass above as per detail drawing

Page 383: New BSR 16-02-2010

Frame Planking 26.66 L.ft 10.00 266.60

Frame making 26.66 L.ft 100.00 2,666.00

Frame fixing to wall 1 Item 750.00 750.00

Sash planking 30.91 sq.ft 10.00 309.05

Timber Sash making 26.81 sq.ft 225.00 6,032.25

Water base paint 215.73 sq.ft 88.00 18,984.24

Locks & ironmongary fixing 2,500.00 31,508.14

Tools 3% 945.24

Total cost 84,661.13

Total cost for 1 Sq.ft 2,268.52

1 1/2" thick Frame

1 1/4" thick sash local teak

5 Overall size ,12' 3" x 9' 4" 12.25 9.33 114.29 Sq.ft

glass 9.25 7.83 72.43

Material

9" timber plank 23.18 sq.ft 1,200.00 27,819.00 16.28

1 1/4" thick Teak timber sash 51.20 sq.ft 1,000.00 51,195.00 8.62

Wood presavative 7.21 Cu.ft 263.00 1,895.16

Wood treatment 125.34 sq.ft 20.00 2,506.81 83,415.97

Wastage 10% 8,341.60

6mm Glass arae 72.43 sq.ft 100.00 7,242.75 7,242.75

Glazing beads 99.60 L.ft 5.00 498.00 498.00

Sliding gears 24.50 L.ft - -

99498.31895

Overall size 12'-3" x 9'-4", Four sash, two sashes sliding and two sash fixed on either side

SD1, SD2, SD5,SD6,SD8,SD9,SD11,SD12,SD13,SD14,SD15

Page 384: New BSR 16-02-2010

Transport 7% 6,964.88

Labour

9" thk plak Planking 23.18 Sq.ft 10.00 231.83

9" thk plak fixing to wall 1 Item 750.00 750.00

Sash planking 51.20 sq.ft 10.00 511.95

Timber Sash making 114.29 sq.ft 225.00 25,715.81

Water base paint 102.39 sq.ft 88.00 9,010.32

Locks & ironmongary fixing 2,500.00 38,719.91

Tools 3% 1,161.60

Total cost 146,344.71

Total cost for 1 Sq.ft 1,280.44

1 1/4" thick sash local teak

SD3, SD4, SD7,SD10,SD16

6 Overall size ,6' 0" x 9' 4" 6.00 9.33 55.98 Sq.ft

glass 4.50 7.83 35.24

Material 16.16

9" timber plank 18.50 sq.ft 1,200.00 22,194.00 8.50

1 1/4" thick Teak timber sash 25.41 sq.ft 1,000.00 25,410.00

Wood presavative 4.21 Cu.ft 263.00 1,106.06

Wood treatment 69.13 sq.ft 20.00 1,382.60 50,092.66

Wastage 10% 5,009.27

6mm Glass arae 35.24 sq.ft 100.00 3,523.50 3,523.50

Glazing beads 49.32 L.ft 5.00 246.60 246.60

Sliding gears 12.00 L.ft - -

58872.02672

Transport 7% 4,121.04

Overall size 6'-0" x 9'-4", Two sash, glass sliding and two sash fixed on either side

Page 385: New BSR 16-02-2010

Labour

9" thk plak Planking 18.50 Sq.ft 10.00 184.95

9" thk plak fixing to wall 1 Item 750.00 750.00

Sash planking 50.82 sq.ft 10.00 508.20

Timber Sash making 55.98 sq.ft 225.00 12,595.50

Water base paint 50.82 sq.ft 88.00 4,472.16

Locks & ironmongary fixing 2,500.00 21,010.81

Tools 3% 630.32

Total cost 84,634.20

Total cost for 1 Sq.ft 1,511.87

1 1/4" thick sash local teak

SD3a, SD17

7 Overall size ,6' 0" x 9' 4" 6.00 9.33 55.98 Sq.ft

glass 5.00 7.83 39.15

Material 21.66

9" timber plank 18.50 sq.ft 1,200.00 22,194.00 14.00

1 1/4" thick Teak timber sash 16.83 sq.ft 1,000.00 16,830.00

Wood presavative 3.35 Cu.ft 263.00 880.41

Wood treatment 51.97 sq.ft 20.00 1,039.40 40,943.81

Wastage 10% 4,094.38

6mm Glass arae 39.15 sq.ft 100.00 3,915.00 3,915.00

Glazing beads 35.66 L.ft 5.00 178.30 178.30

Sliding gears 12.00 L.ft - -

49131.48732

Transport 7% 3,439.20

Labour

9" thk plak Planking 18.50 Sq.ft 10.00 184.95

Overall size 6'-0" x 9'-4", single sash, glass sliding door

Page 386: New BSR 16-02-2010

9" thk plak fixing to wall 1 Item 750.00 750.00

Sash planking 33.66 sq.ft 10.00 336.60

Timber Sash making 55.98 sq.ft 225.00 12,595.50

Water base paint 33.66 sq.ft 88.00 2,962.08

Locks & ironmongary fixing 2,500.00 19,329.13

Tools 3% 579.87

Total cost 72,479.70

Total cost for 1 Sq.ft 1,294.74

8 Overall size ,3' 0" x 6' 4" , type W1 3.00 6.33 18.99 Sq.ft

frame 0.33 0.25

sash 2.50 5.58 13.95

glass 3mm 2.50 1.17 2.93

Louver 1.50 4.58 6.87

Material

4"x3" frame. 21.66 L.ft 550.00 11,913.00

1 1/4" thick Teak timber sash 11.02 sq.ft 1,000.00 11,025.00

12.5mm louver 6.87 sq.ft 400.00 2,748.00

Wood presavative 3.16 Cu.ft 263.00 832.20

Wood treatment 53.77 sq.ft 20.00 1,075.36 27,593.55

Wastage 10% 2,759.36

3mm Glass arae 2.93 sq.ft - - -

Glazing beads 7.34 L.ft 5.00 36.70 36.70

30,389.61

Transport 7% 2,127.27

0-4" x 0'-3" frame with 1 1/4" thick sash local teak stile with timber louver and fixed glass above

Overall size 3'-0" x 6'-4", 3'-0" x 4'-0" single sash glazed window with 3'-0" x 1'-2" fixed glass above as per detail drawing

Page 387: New BSR 16-02-2010

Labour

Frame Planking 21.66 L.ft 10.00 216.60

Frame making 21.66 L.ft 100.00 2,166.00

Frame fixing to wall 1 Item 750.00 750.00

Sash planking 22.05 sq.ft 10.00 220.50

Timber Sash making 13.95 sq.ft 225.00 3,138.75

Water base paint 37.98 sq.ft 88.00 3,342.24

Locks & ironmongary fixing 2,500.00 12,334.09

Tools 3% 370.02

Total cost 45,220.99

Total cost for 1 Sq.ft 2,381.31

9 Overall size ,4' 0" x 6' 4" , type W2 4.00 6.33 25.32 Sq.ft

frame 0.33 0.25

sash 3.50 5.58 19.53

glass 3mm 3.50 1.17 4.10

Louver 1.50 4.58 6.87

Material

4"x3" frame. 24.66 L.ft 550.00 13,563.00

1 1/4" thick Teak timber sash 15.44 sq.ft 1,000.00 15,435.00

12.5mm louver 6.87 sq.ft 400.00 2,748.00

Wood presavative 3.85 Cu.ft 263.00 1,013.27

Wood treatment 65.08 sq.ft 20.00 1,301.56 34,060.83

Wastage 10% 3,406.08

0-4" x 0'-3" frame with 1 1/4" thick sash local teak stile with timber louver and fixed glass above

Overall size 4'-0" x 6'-4", 4'-0" x 4'-0" double sash glazed window with 4'-0" x 1'-2" fixed glass above as per detail drawing

Page 388: New BSR 16-02-2010

3mm Glass arae 4.10 sq.ft - - -

Glazing beads 9.34 L.ft 5.00 46.70 46.70

37,513.61

Transport 7% 2,625.95

Labour

Frame Planking 24.66 L.ft 10.00 246.60

Frame making 24.66 L.ft 100.00 2,466.00

Frame fixing to wall 1 Item 750.00 750.00

Sash planking 30.87 sq.ft 10.00 308.70

Timber Sash making 19.53 sq.ft 225.00 4,394.25

Water base paint 50.64 sq.ft 88.00 4,456.32

Locks & ironmongary fixing 2,500.00 15,121.87

Tools 3% 453.66

Total cost 55,715.09

Total cost for 1 Sq.ft 2,200.44

10 Overall size ,4' 0" x 6' 4" , type W3 4.00 6.33 25.32 Sq.ft

frame 0.33 0.25

sash 3.50 5.58 19.53

glass 3mm 3.50 1.17 4.10

glass 6mm 1.50 4.58 6.87

Material

4"x3" frame. 24.66 L.ft 550.00 13,563.00

0-4" x 0'-3" frame with 1 1/4" thick sash local teak stile with timber louver and fixed glass above

Overall size 4'-0" x 6'-4", 4'-0" x 4'-0" ,4" width timber stile with two sash glazed window with 4'-0" x 1'-2" fixed glass above as per detail drawing

Page 389: New BSR 16-02-2010

1 1/4" thick Teak timber sash 8.57 sq.ft 1,000.00 8,565.00

Wood presavative 2.89 Cu.ft 263.00 760.32

Wood treatment 37.60 sq.ft 20.00 751.96 23,640.28

Wastage 10% 2,364.03

6mm Glass arae 6.87 sq.ft 100.00 687.00 687.00

3mm Glass arae 4.10 sq.ft - - -

Glazing beads 30.66 L.ft 5.00 153.30 153.30

26,844.60

Transport 7% 1,879.12

Labour

Frame Planking 24.66 L.ft 10.00 246.60

Frame making 24.66 L.ft 100.00 2,466.00

Frame fixing to wall 1 Item 750.00 750.00

Sash planking 8.57 sq.ft 10.00 85.65

Timber Sash making 19.53 sq.ft 225.00 4,394.25

Water base paint 50.64 sq.ft 88.00 4,456.32

Locks & ironmongary fixing 2,500.00 14,898.82

Tools 3% 446.96

Total cost 44,069.51

Total cost for 1 Sq.ft 1,740.50

Timber Felmet

L2.55 Queens

Assume 10 L.ft

Materials

1" thick, 8" height timber felmet 10.00 L.ft 575.00 5,750.00

Nut & bolts 5.00 No 10.00 50.00

5,800.00

1" thick, 8" height timber felmet fixed with nut & bolts to RCC beam and finished with applying with 2 coat of water based lacquer.(Spray paint)

Page 390: New BSR 16-02-2010

Transport 7% 406.00

Labour

Skilled Labour 1.00 day 950.00 950.00

Un / skilled Labour 1.00 day 650.00 650.00

1,600.00

Paint

Tmber planking 10.00 L.ft 10.00 100.00

Tmber painting ( water base spry) 13.40 Sq.ft 115.00 1,541.00

1,641.00

9,447.00

Total cost for 1 L.ft 944.70

Page 391: New BSR 16-02-2010
Page 392: New BSR 16-02-2010

DOORS AND WINDOWS

Specification:

Materil

Frame -Red Balaw

Frame 6" x4" 1.00 L.ft 458.00

4" x3" 1.00 L.ft 214.00

Sash -Mahoganie

Sash 1 1/2" thick 1.00 Sq.ft 420.00

1 1/4" thick 1.00 Sq.ft 350.00

1 3/4" thick 1.00 Sq.ft 400.00

3' 0" x 7' 0" plywood door 1.00 Nos 3,600.00

Glass - clear

6mm thick 1.00 Sq.ft 100.00

3mm thick 1.00 Sq.ft

Iron mongery -Brass

6"x4" Hinges 1.00 Nos 550.00

4"x3" Hinges 1.00 Nos 350.00

1 1/4" screws 1.00 Nos 8.35

1' 6" High brass barolt bolt 1.00 Nos 2,300.00

6" High brass barolt bolt 1.00 Nos 380.00

Union Lock Good quality 1.00 Nos 6,900.00

Union Lock Normal 1.00 Nos 2,900.00

Casement stay 1.00 Nos 380.00

Main Index

Page 393: New BSR 16-02-2010

Window Fasterners 1.00 Nos 325.00

Window Rings 1.00 Nos 35.00

Wood Seasion

1' 0" x 1' 0" x 1' 0" 1.00 Cu.ft 263.20

Labour

1.00 L.ft 110.00

4" x 3" 1.00 L.ft 100.00

Sash making

Solid timber "v" grove panel 1.00 Sq.ft 450.00

Timber / glass 1.00 Sq.ft 225.00

frame planking 1.00 L.ft 10.00

Sash planking 1.00 Sq.ft 10.00

Frame fixing to wall -small 1.00 Nos 750.00

Frame fixing to wall -big 1.00 Nos 1,000.00

Lock and ironmongary fixing 2,500.00

Item Discreption No No No No Qty Unit Rate Amount

15%

D1

Size of door 4'-0" x 9'-0" 1 4.00 9.00 36.00

Material

Timber

1 1/4" thick timber sash 3.50 8.75 30.63 Sq.ft 350.00 10,718.75

Frame making 6" x 4"

Length

Width

Height

Total Amount

O/H & Profit

Double sash timber battened door -4" x3" frame and 11/4" thick sash ( finish size )

Page 394: New BSR 16-02-2010

(3.5 x 10718.75

Wastage 10% 0.1 1071.88

4"x3" frame 22.00 L.ft 214.00 4,708.00

Ironmongary

6"x4" Hinges 4 4.00 Nr 550.00 2,200.00

1 1/4" screws 3 2 8 48 48.00 Nr 8.35 400.80

1' 6" High brass barolt bolt 1 1.00 Nr 2,900.00 2,900.00

6" High brass latch 1 1.00 Nr 380.00 380.00

Union Lock 1 1.00 Nr 380.00 380.00

Flat iron Item 1,500.00

24,259.43

Transport 5% 0.05 1,212.97

Labour

Frame making 22 22.00 L.ft 100.00 2,200.00

Frame fixing to wall 1.00 Item 750.00 750.00

Sash making & fixing 30.63 30.63 Sq.ft 450.00 13,781.25

Frame planking 22 22.00 l.ft 10.00 220.00

Sash planking 30.63 30.63 Sq.ft 10.00 306.25

All iron mongary fixing including locks 1.00 Per Unit 2,500.00 2,500.00

17,257.50

42,729.90

Sq.ft. Rate 1,186.94 178.04

D2 Double sash panelleded door

Size of door 1 5.00 10.00 50.00

Size of frame 0.33 0.50

Sash 0.50 0.15

Material

6"x4" door frame 2 10 20

1 6 6

26

Page 395: New BSR 16-02-2010

26.00 458.00 11,908.00

1 1/4" thick timber sash 4.33 9.67 41.90 350.00 14,663.87

26571.87

Wastage 10% 0.1 2657.19

6"x4" Hinges 3 3.00 550.00 1,650.00

1 1/4" screws 3 2 8 48 48.00 8.35 400.80

1' 6" High brass latch 1 1.00 2300.00 2,300.00

6" High brass latch 1 1.00 380.00 380.00

Union Lock 1 1.00 2900.00 2,900.00

Flat iron item 1,500.00

38,359.86

Transport 5% 0.05 1,917.99

Labour

Frame making 26.00 26.00 110.00 2,860.00

Frame fixing to wall item 1.00 750.00 750.00

Sash making & fixing 41.90 41.90 450.00 18,853.55

Locks fixing item 1.00 2500.00 2,500.00

Frame planking 26.00 26.00 10.00 260.00

Sash planking 41.90 41.90 10.00 418.97

25,642.52

65,920.37

Sq.ft. Rate 1,318.41 197.76

D 3 Single sash panelleded door

Size of door 1 4.66 8.83 41.15

Size of frame 0.33 0.41

Sash 0.41 0.13

Page 396: New BSR 16-02-2010

Material

6"x4" door frame 2 8.83 17.66

2 3.84 7.68

25.34

25.34 458.00 11,605.72

1 3/4" thick timber sash 3.99 8.50 33.94 400.00 13,574.81

25180.53

Wastage 10% 0.1 2518.05

6"x4" Hinges 3 3.00 550.00 1,650.00

1 1/4" screws 3 2 8 48 48.00 8.35 400.80

1' 6" High brass latch 1 1.00 2300.00 2,300.00

6" High brass latch 1 1.00 380.00 380.00

Union Lock 1 1.00 2900.00 2,900.00

Flat iron item 1,500.00

36,829.38

Transport 5% 0.05 1,841.47

Labour

Frame making 25.34 25.34 110.00 2,787.40

Frame fixing to wall item 1.00 750.00 750.00

Sash making & fixing 33.94 33.94 450.00 15,271.66

Locks fixing item 1.00 2500.00 2,500.00

Frame planking 25.34 25.34 10.00 253.40

Sash planking 33.94 33.94 10.00 339.37

21,901.83

60,572.68

Sq.ft. Rate 1,472.08 220.81

Page 397: New BSR 16-02-2010

W 1 Sliding glazed window

Size of window 1 ### 10.16 159.11

Size of frame 0.33 0.50

Sash 0.50 0.16

Material

6"x4" window frame 2 ### 20.32

1 ### 14.66

2 9.16 18.32

53.30

53.30 458.00 24,411.40

1 3/4" thick timber sash 4 3.67 9.83 144.11 400.00 57,643.12

6mm thick plan glass 4 2.67 8.83 94.13 100.00 9,412.78

91467.30

Wastage 10% 0.1 9146.73

3"x4" Hinges 12 12.00 350.00 4,200.00

1 1/4" screws 12 2 8 192 192.00 8.35 1,603.20

1' 6" High brass latch 3 3.00 2300.00 6,900.00

6" High brass latch 3 3.00 380.00 1,140.00

Flat iron item 1,500.00

115,957.23

Transport 5% 0.05 5,797.86

Labour

Frame making 53.30 53.30 110.00 5,863.00

Page 398: New BSR 16-02-2010

Frame fixing to wall item 1.00 750.00 750.00

Sash making & fixing ### 144.11 450.00 64,848.51

Locks fixing item 1.00 2500.00 2,500.00

Frame planking 53.30 53.30 10.00 533.00

Sash planking ### 144.11 10.00 1,441.08

74,494.51

196,249.60

Sq.ft. Rate 1,233.46 185.02

D 4 Single sash plywood door

Size of door 1 3.00 7.00 21.00

Size of frame 0.25 0.50

Sash 0.50 0.13

Material

3"x4" door frame 2 7.00 14.00

1 2.00 2.00

16.00

16.00 214.00 3,424.00

Plywood door 3,600.00 3,600.00

7024.00

Wastage 10% 0.1 702.40

6"x4" Hinges 3 3.00 550.00 1,650.00

1 1/4" screws 3 2 8 48 48.00 8.35 400.80

1' 6" High brass latch 1 1.00 2300.00 2,300.00

Union Lock 1 1.00 2900.00 2,900.00

Flat iron item 1,500.00

16,477.20

Page 399: New BSR 16-02-2010

Transport 5% 0.05 823.86

Labour

Frame making 16.00 16.00 100.00 1,600.00

Frame fixing to wall item 1.00 750.00 750.00

Locks fixing item 1.00 2500.00 2,500.00

Frame planking 16.00 16.00 10.00 160.00

5,010.00

22,311.06

Sq.ft. Rate 1,062.43 159.36

W 1 Glazed timber window

Size of window 1 6.75 8.50 57.38

Size of frame 0.25 0.33

Sash 0.33 0.16

Material

4"x3" window frame 3 6.75 20.25

4 8.50 34.00

54.25

54.25 205.00 11,121.25

1 1/4" thick timber sash 1 5.75 6.50 37.38

11.50 150.00 1,725.00

6mm thick plan glass 3 1.50 3.67 16.52

3 1.50 2.08 9.36

25.88 100.00 2,587.50

Beading 12 1.50 18.00

6 3.67 22.02

6 2.08 12.48

Page 400: New BSR 16-02-2010

52.50 1.00 52.50

15486.25

Wastage 10% 0.1 1548.63

Steel gril 27 1.5 40.50 30 1,215.00

3"x4" Hinges 6 6.00 350.00 2,100.00

1 1/4" screws 6 2 4 48 48.00 8.35 400.80

1' 6" High brass latch 3 3.00

6" High brass latch 3 3.00 380.00 1,140.00

Casement stay 3 3.00 380.00 1,140.00

Window Fasterners 3 3.00 325.00 975.00

Window Rings 3 3.00 35.00 105.00

Flat iron item 1,500.00

25,610.68

Transport 5% 0.05 1,280.53

Labour

Frame making 54.25 54.25 100.00 5,425.00

Frame fixing to wall item 1.00 1000.00 1,000.00

Sash making & fixing 11.50 11.50 225.00 2,587.50

Locks fixing item 1.00 2500.00 2,500.00

Frame planking 54.25 54.25 10.00 542.50

Sash planking 11.50 11.50 10.00 115.00

12,170.00

39,061.21

Sq.ft. Rate 680.81 102.12

Paimting 88.00

768.81

OH 18% 907.19

Page 401: New BSR 16-02-2010

Amount with profit

Page 402: New BSR 16-02-2010

1,364.98

Page 403: New BSR 16-02-2010

1,516.17

Page 404: New BSR 16-02-2010

1,692.89

Page 405: New BSR 16-02-2010

1,418.47

Page 406: New BSR 16-02-2010

1,221.80

Page 407: New BSR 16-02-2010

782.93

Page 408: New BSR 16-02-2010

Doors Windows

408/775

Item Discription Qty Unit Rate Amount Amount

Specification:

Materil

Frame -Teak

Frame 6" x4" 1.00 L.ft 1,100.00

4" x3" 1.00 L.ft 720.00

Sash -Mahoganie

1.00 Sq.ft 1,200.00

1.00 Sq.ft 1,000.00

1 3/4" thick 1.00 Sq.ft

3' 0" x 7' 0" plywood door 1.00 Nos 3,600.00

Glass - clear

6mm thick Sand blast glass 1.00 Sq.ft 215.00

3mm thick 1.00 Sq.ft

Iron mongery -Brass

6"x4" Hinges 1.00 Nos 550.00

4"x3" Hinges 1.00 Nos 350.00

1 1/4" screws 1.00 Nos 8.35

1' 6" High brass barolt bolt 1.00 Nos 2,300.00

6" High brass barolt bolt 1.00 Nos 380.00

Union Lock Good quality 1.00 Nos 6,900.00

Union Lock Normal 1.00 Nos 2,900.00

Casement stay 1.00 Nos 380.00

Window Fasterners 1.00 Nos 325.00

Window Rings 1.00 Nos 35.00

Sash 1 1/2" thick

1 1/4" thick

Page 409: New BSR 16-02-2010

Doors Windows

409/775

Item Discription Qty Unit Rate Amount Amount

Hold past 1.00 Item 1,500.00

Wood Seasion

1' 0" x 1' 0" x 1' 0" 1.00 Cu.ft 263.20

Wood Painting

Wood treatment 1.00 Sq.ft 20.00

Water base 1.00 Sq.ft 88.00

Spray paint 1.00 Sq.ft 88.00

Labour

1.00 L.ft 110.00

4" x 3" 1.00 L.ft 100.00

Sash making

Solid timber With louver

1.00 Sq.ft 500.00

1.00 Sq.ft 450.00

Timber / glass 1.00 Sq.ft 225.00

frame planking 1.00 L.ft 10.00

Sash planking 1.00 Sq.ft 10.00

1.00 Nos 750.00

Frame fixing to wall -big

1.00 Nos 1,000.00

2,500.00

D1 Timber panel door

Size of door 4.00 8.50 34.00 Sq ft

Size of frame 0.44 0.25

Sash 0.33 0.15

Material

5"x3" door frame 1 5.50 5.50

3 8.50 ###

### 31.00 L.ft 1,100.00 34,100.00

3.00 8.25 24.75 24.75 Sq.ft 1,000.00 24,750.00 58,850.00

Wastage 10% 5,885.00

Wood treatment 10% 2,942.50

Transport 10% 5,885.00

Frame making 6" x 4"

Solid timber "v" grove panel

Frame fixing to wall -small

Lock and ironmongary fixing

Sash area 1 1/4" Timber panel

Page 410: New BSR 16-02-2010

Doors Windows

410/775

Item Discription Qty Unit Rate Amount Amount

3"x4" Hinges 5 5.00 Nos 350.00 1,750.00

1 1/4" screws 5 2 8 80 80.00 Nos 8.35 668.00

Hold past 1,500.00

3,918.00

Labour

Labour

Frame Planking 31.00 L.ft 10.00 310.00

Sash Planking 24.75 Sq.ft 10.00 247.50

Frame making 31.00 L.ft 100.00 3,100.00

Sash making 24.75 Sq.ft 450.00 11,137.50

Frame fixing to wall 1.00 Nos 1,000.00 1,000.00

Locks & ironmongary fixing item 2,500.00 18,295.00

Tools 3% 548.85

Water base paint

Total cost 96,324.35

Total cost for 1 Sq.ft 2,833.07

D2 Timber panel door

Size of door 3.00 7.00 21.00 Sq ft

Size of frame 0.44 0.25

Sash 0.33 0.15

Material

4"x3" door frame 1 4.50 4.50

2 7.00 ###

### 18.50 L.ft 720.00 13,320.00

3.00 6.75 20.25 20.25 Sq.ft 1,000.00 20,250.00

33,570.00

Wastage 10% 3,357.00

Wood treatment 5% 1,678.50

Transport 10% 3,357.00

3"x4" Hinges 4 4.00 Nos 350.00 1,400.00

1 1/4" screws 4 2 8 64 64.00 Nos 8.35 534.40

Sash area 1 1/4" Timber panel

Page 411: New BSR 16-02-2010

Doors Windows

411/775

Item Discription Qty Unit Rate Amount Amount

Hold past 1,500.00

3,434.40

Labour

Frame Planking 18.50 L.ft 10.00 185.00

Sash Planking 20.25 Sq.ft 10.00 202.50

Frame making 18.50 L.ft 100.00 1,850.00

Sash making 20.25 Sq.ft 450.00 9,112.50

Frame fixing to wall 1.00 Nos 750.00 750.00

Locks & ironmongary fixing item 2,500.00 14,600.00

Tools 3% 438.00

Water base paint

Total cost 60,434.90

Total cost for 1 Sq.ft 2,877.85

D3

Size of door 3.00 7.00 21.00 Sq ft

Size of frame 0.33 0.25

Sash 0.33 0.15

Size of Fixed glass 3.00 1.50

Size of frame 0.33 0.25

Material

4"x3" door frame 1 4.50 4.50

2 7.00 ###

4"x3" Fixed glass frame 2 4.50 9.00

2 1.50 3.00

### 30.50 L.ft 720.00 21,960.00

Sash area 2.50 6.75 16.88

Timber for sash 2 6.5 0.25 3.25

1 2.5 0.25 0.63

1 2.5 0.75 1.88 5.75 Sq.ft 1,000.00 5,750.00

### ### 0.83 0.17 14.67 Sq.ft 1,000.00 14,674.40

6mm thick Sand blast glass 2.50 1.00 2.50 2.50 Sq.ft 215.00 537.50

42,921.90

Wastage 10% 4,292.19

Wood treatment 5.% 2,146.10

Transport 10% 4,292.19

Louver door with Timber Frame & Fixed Glass above

2" x 1/2" timber horizontals fixed to sash (on both sides)

Page 412: New BSR 16-02-2010

Doors Windows

412/775

Item Discription Qty Unit Rate Amount Amount

3"x4" Hinges 4 4.00 Nos 350.00 1,400.00

1 1/4" screws 4 2 8 64 64.00 Nos 8.35 534.40

Hold past 1,500.00

3,434.40

Labour

Frame Planking 30.50 L.ft 10.00 305.00

Sash Planking 20.42 Sq.ft 10.00 204.24

Frame making 30.50 L.ft 100.00 3,050.00

Sash making 16.88 Sq.ft 500.00 8,437.50

Frame fixing to wall 1.00 Nos 750.00 750.00

Locks & ironmongary fixing item 2,500.00 15,246.74

Tools 3% 457.40

Water base paint

Total cost 72,790.92

Total cost for 1 Sq.ft 3,466.23

D4

Size of door 2.75 7.00 19.25 Sq ft

Size of frame 0.44 0.25

Sash 0.33 0.15

Size of Fixed glass 2.75 1.50

Size of frame 0.33 0.25

Material

4"x3" door frame 1 4.25 4.25

2 7.00 ###

4"x3" Fixed glass frame 2 4.25 8.50

2 1.50 3.00

### 29.75 L.ft 720.00 21,420.00

3.00 6.75 20.25 20.25 Sq.ft 1,000.00 20,250.00

6mm thick Sand blast glass 2.25 1.00 2.25 2.25 Sq.ft 215.00 483.75 42,153.75

Wastage 10% 4,215.38

Wood treatment 5% 2,107.69

Transport 10% 4,215.38

3"x4" Hinges 4 4.00 Nos 350.00 1,400.00

Timber panel door with Timber Frame & Fixed

Glass above

Sash area 1 1/4" Timber panel

Page 413: New BSR 16-02-2010

Doors Windows

413/775

Item Discription Qty Unit Rate Amount Amount

1 1/4" screws 4 2 8 64 64.00 Nos 8.35 534.40

Hold past 1,500.00

3,434.40

Labour

Frame Planking 29.75 L.ft 10.00 297.50

Sash Planking 20.25 Sq.ft 10.00 202.50

Frame making 29.75 L.ft 100.00 2,975.00

Sash making 20.25 Sq.ft 450.00 9,112.50

Frame fixing to wall 1.00 Nos 750.00 750.00

Locks & ironmongary fixing item 2,500.00 15,837.50

Tools 3% 475.13

Water base paint

Total cost 72,439.21

Total cost for 1 Sq.ft 3,763.08

D5

Size of door 3.00 10.00 30.00 Sq ft

Size of frame 0.42 0.25

Sash 0.33 0.15

Material

5"x3" door frame 1 4.50 4.50

2 ### ###

### 24.50 L.ft 720.00 17,640.00

Sash area 2.50 9.75 24.38

Glass Area 4 1.84 1.92 14.13

Timber for sash 10.24 Sq.ft 1,000.00 10,243.80

6mm thick Sand blast glass 14.13 Sq.ft 215.00 3,038.21 30,922.01

Wastage 10% 3,092.20

Wood treatment 5% 1,546.10

Transport 10% 3,092.20

3"x4" Hinges 5 5.00 Nos 350.00 1,750.00

1 1/4" screws 5 2 8 80 80.00 Nos 8.35 668.00

Door with Milky White fixed glass

Page 414: New BSR 16-02-2010

Doors Windows

414/775

Item Discription Qty Unit Rate Amount Amount

Hold past 1,500.00

3,918.00

Labour

Frame Planking 24.50 L.ft 10.00 245.00

Sash Planking 10.24 Sq.ft 10.00 102.44

Frame making 24.50 L.ft 100.00 2,450.00

Sash making 10.24 Sq.ft 450.00 4,609.71

Frame fixing to wall 1.00 Nos 750.00 750.00

Locks & ironmongary fixing item 2,500.00 10,657.15

Tools 3% 319.71

Water base paint

Total cost 53,547.37

Total cost for 1 Sq.ft 1,784.91

W1

Size of window 3.00 3.00 9.00 Sq ft

Size of frame 0.33 0.25

Sash 0.33 0.15

Material

4"x3" window frame 2 4.50 9.00

2 3.00 6.00

### 15.00 L.ft 720.00 10,800.00

Sash area 2.50 2.50 6.25

Louver Area 1.18 1.84 2.17

Timber for sash 4.08 Sq.ft 1,000.00 4,078.80

2 2.17 4.34 Sq.ft 1,000.00 4,342.40 19,221.20

Wastage 10% 0.1 1,922.12

Wood treatment 5% 0.05 961.06

Transport 10% 1,922.12

3"x4" Hinges 4 4.00 Nos 350.00 1,400.00

1 1/4" screws 4 2 8 64 64.00 Nos 8.35 534.40

Louver window with timber frame

2" x 1/2" timber horizontals fixed to sash (on both sides)

Page 415: New BSR 16-02-2010

Doors Windows

415/775

Item Discription Qty Unit Rate Amount Amount

Hold past 1,500.00

3,434.40

Labour

Labour

Frame Planking 15.00 L.ft 10.00 150.00

Sash Planking 8.42 Sq.ft 10.00 84.21

Frame making 15.00 L.ft 100.00 1,500.00

Sash making 8.42 Sq.ft 450.00 3,789.54

Frame fixing to wall 1.00 Nos 750.00 750.00

Locks & ironmongary fixing item 2,500.00 8,773.75

Tools 3% 263.21

Water base paint

Total cost 36,497.86

Total cost for 1 Sq.ft 4,055.32

W1

Size of window 2.75 4.25 11.69 Sq ft

Size of frame 0.33 0.25

Sash 0.33 0.15

Size of Fixed glass 2.75 1.50

Size of frame 0.33 0.25

Material

4"x3" window frame 2 4.25 8.50

2 4.25 8.50

4"x3" Fixed glass frame 2 4.25 8.50

2 1.50 3.00

### 28.50 L.ft 720.00 20,520.00

Sash area 2.25 3.75 8.44

Timber for sash 2 1.75 0.25 0.88

3 3.25 0.25 2.44 3.31 Sq.ft 1,000.00 3,312.50

4 ### 0.67 0.18 7.72 Sq.ft 1,000.00 7,718.40

6mm thick Sand blast glass 2.25 1.00 2.25 2.25 Sq.ft 215.00 483.75 32,034.65

Wastage 10% 0.1 3,203.47

Wood treatment 5% 0.05 1,601.73

Transport 10% 3,203.47

3"x4" Hinges 4 4.00 Nos 350.00 1,400.00

Louver window with timber frame & Fixed Glass above

2" x 1/2" timber horizontals fixed to sash (on both sides)

Page 416: New BSR 16-02-2010

Doors Windows

416/775

Item Discription Qty Unit Rate Amount Amount

1 1/4" screws 4 2 8 64 64.00 Nos 8.35 534.40

Hold past 1,500.00 3,434.40

Labour

Frame Planking 28.50 L.ft 10.00 285.00

Sash Planking 11.03 Sq.ft 10.00 110.31

Frame making 28.50 L.ft 100.00 2,850.00

Sash making 9.97 Sq.ft 450.00 4,485.78

Frame fixing to wall 1.00 Nos 750.00 750.00

Locks & ironmongary fixing item 2,500.00 10,981.09

Tools 3% 329.43

Water base paint

Total cost 54,788.23

Total cost for 1 Sq.ft 4,687.76

Size of window 2.83 2.58 7.30 Sq ft

Size of frame 0.33 0.25

Sash 0.33 0.15

Material

4"x3" window frame 2 4.33 8.66

2 2.58 5.16

### 13.82 L.ft 720.00 9,950.40

Sash area 2.33 2.08 4.85

Louver Area 1.01 1.42 1.43

Timber for sash 1.98 Sq.ft 1,000.00 1,978.00

2 1.43 2.87 Sq.ft 1,000.00 2,868.40

14,796.80

Wastage 10% 0.1 1,479.68

Wood treatment 5% 0.05 739.84

Transport 10% 1,479.68

Louver window with timber frame (Water tank room door)

2" x 1/2" timber horizontals fixed to sash (on both sides)

Page 417: New BSR 16-02-2010

Doors Windows

417/775

Item Discription Qty Unit Rate Amount Amount

3"x4" Hinges 2 2.00 Nos 350.00 700.00

1 1/4" screws 2 2 8 32 32.00 Nos 8.35 267.20

Hold past 1,500.00

2,467.20

Labour

Labour

Frame Planking 13.82 L.ft 10.00 138.20

Sash Planking 4.85 Sq.ft 10.00 48.46

Frame making 13.82 L.ft 100.00 1,382.00

Sash making 4.85 Sq.ft 450.00 2,180.88

Frame fixing to wall 1.00 Nos 750.00 750.00

Locks & ironmongary fixing item 2,500.00 6,999.54

Tools 3% 209.99

Water base paint

Total cost 28,172.73

Total cost for 1 Sq.ft 3,858.54

Page 418: New BSR 16-02-2010

Doors Windows

418/775

15%

O/H & Profit

Amount with profit

Page 419: New BSR 16-02-2010

Doors Windows

419/775

O/H & Profit

Amount with profit

3'-0"

10'-0

"

Page 420: New BSR 16-02-2010

Doors Windows

420/775

O/H & Profit

Amount with profit

424.96 ###

3'-0"

7'-0

"

10'-0

"

Page 421: New BSR 16-02-2010

Doors Windows

421/775

O/H & Profit

Amount with profit

431.68 ###

3'-0"

7'-0

"

Page 422: New BSR 16-02-2010

Doors Windows

422/775

O/H & Profit

Amount with profit

519.94 ###

3'-0"

7'-0

"

Page 423: New BSR 16-02-2010

Doors Windows

423/775

O/H & Profit

Amount with profit

564.46 ###

3'-0"

10'-0

"

Page 424: New BSR 16-02-2010

Doors Windows

424/775

O/H & Profit

Amount with profit

267.74 ###

4'-6"

3'-0

"

Page 425: New BSR 16-02-2010

Doors Windows

425/775

O/H & Profit

Amount with profit

608.30 ###

2.752'-9"

4'-3

"

Page 426: New BSR 16-02-2010

Doors Windows

426/775

O/H & Profit

Amount with profit

703.16 ###

2.752'-9"

4'-3

"

Page 427: New BSR 16-02-2010

Doors Windows

427/775

O/H & Profit

Amount with profit

578.78 ###

Page 428: New BSR 16-02-2010

TYPE OF ROOF / ROOF PLUMBING / CANOPIES

Item Description Qty Unit Rate Amount Amount

15%

1 TIMBER ROOF

1

Consider 15.34 Sqr

Materials

Frame work

Red balaw timber

4''x8'' Ridge plate 48.00 L.ft 665.00 31,920.00

4''X6'' Purling 213.50 L.ft 458.00 97,783.00

3''X6'' Rafter 962.51 L.ft 285.00 274,315.35

2''X2'' Runers 501.50 L.ft 55.00 27,582.50

431,600.85

Wastage 10% of timber 10% 43,160.09

Wood preservative 181 Cu.ft 263.00 47,510.27

Nails & screws 15 kg 160.00 2,400.00

49,910.27

O/H & Profit

Amount with profit

Asbestos roof with exposed rafters and lunumiddala ceiling. Rate include to tar sheet and insulation

( Roof timber is bigger than in normal size )

Main Index

Page 429: New BSR 16-02-2010

Roof Covering

Asbestors Roof covering 15.34 Sqr 3,510.42 53,849.79

Wastage 10% of roof covering 10% 5,384.98

J bolts 300 No 5.00 1,500.00

60,734.77

Timber ceiling

6" thick Lunumidella plank 15.34 Sqr 5,600.00 85,904.00

Wastage 20% of timber ceiling 20% 17,180.80

Wood preservative 767 Cu.ft 263.00 201,721.00

304,805.80

Tar sheet 15.34 Sqr 1,000.00 15,340.00

Mackfoil 5mm double side 15.34 Sqr 1,775.09 27,229.93 42,569.93

Wastage 10% 10% 4,256.99

937,038.69

Transport 10% 10% 93,703.87

Labour

Planking charges for frame work 1,726 L.ft 10.00 17,255.10

Planking charges for timber ceiling 1534 Sqr 10.00 15,340.00

labour 15.34 Sqr 15,000.00 230,100.00

262,695.10

Add for tools 3% of labour 3% 6,903.00

Add for scaffolding 5% of labour 5% 11,505.00

1,311,845.66

85,517.97 12,827.70 98,345.67

Preliminaries 10% 131,184.57

Cost per 15.34 Sqs 1,443,030.23

C50
Dinesh: pl.use day work
Page 430: New BSR 16-02-2010

Cost per 1 Sqs 94,069.77 14,110.47 108,180.23

2

Red balaw timber

Materials

Frame work

3''x 6'' Ridge plate 35.00 L.ft 285.00 9,975.00

3''x 6'' wall plate 70.00 L.ft 285.00 19,950.00

3" x 5" beam 42.00 L.ft 290.00 12,180.00

2" x 6" support 7.50 L.ft 214.00 1,605.00

2 ''x 4'' Rafter 369 L.ft 135.50 49,999.50

2''x 2'' Runers 210.00 L.ft 55.00 11,550.00

105,259.50

Wastage 10% of timber 10% 10,525.95

Wood preservative 45 Cu.ft 263.00 11,819.85

Nails & screws 10 kg 160.00 1,600.00

13,419.85

Roof Covering

Asbestors Roof covering 7.21 Sqr 3,510.42 25,310.10

Wastage 10% of roof covering 10% 2,531.01

J bolts 300 No 5.00 1,500.00

29,341.11

Timber ceiling

6" thick Lunumidella plank 7.21 Sqr 5,600.00 40,376.00

Wastage 20% of timber ceiling 20% 8,075.20

Wood preservative 360.50 Cu.ft 263.00 94,811.50

143,262.70

Asbestos roof with exposed rafters and lunumiddala ceiling.

Page 431: New BSR 16-02-2010

Labour

Planking charges for frame work 733.50 L.ft 10.00 7,335.00

labour 7.21 Sqr 11,000.00 79,310.00

86,645.00

ADD

Add for tools 3% of labour 3% 2,379.30

Add for scaffolding 5% of labour 5% 3,965.50

394,798.92

54,757.13 8,213.57 62,970.70

Preliminaries 10% 39,479.89

Cost for 7.21 Sqr 434,278.81

Cost per 1 Sqs 60,232.84 9,034.93 69,267.77

3

( Small structure timber roof )

Tholang timber Consider 600 Sq ft

Material

Frame work

3" x 4" wall plate 52.00 L ft 183.00 9,516.00

2" x 7" ridge plate 25.00 L ft 215.00 5,375.00

2" x 4" Rafters 360.00 L ft 123.50 44,460.00

2" x 2" reepers 150.00 L ft 49.00 7,350.00

66,701.00

ADD 5% wastage 5% 3,335.05

Asbestos roof with exposed rafters and lunumiddala ceiling.

Page 432: New BSR 16-02-2010

Wood preservative 31.29 Cu.ft 263.00 8,228.22

48.00 Cu.ft 263.00 12,624.00

Nails & screws 8 kg 160.00 1,280.00

22,132.22

ADD 5% wastage 5% 1,106.61

Roof Covering

Asbestos sheet (12' 0" long) 600.00 Sq ft 35.10 21,062.50

J bolts 120.00 no 5.00 600.00

Tar sheet 600.00 Sq ft 10.00 6,000.00

27,662.50

ADD 5% wastage 5% 1,383.13

Timber ceiling

6" thick Lunumidella plank 600.00 Sq ft 56.00 33,600.00 33,600.00

Wastage 20% of timber ceiling 20% 6,720.00

Labour

Labour charges 600.00 Sq ft 110.00 66,000.00

66,000.00

Add for tools 3% of labour 3% 1,980.00

Add for scaffolding 5% of labour 5% 3,300.00

233,920.50

38,986.75 5,848.01 44,834.76

Preliminaries 10% 23,392.05

Cost for 6 Sqr 257,312.55

Cost for 1 Sqr 42,885.43 6,432.81 49,318.24

Page 433: New BSR 16-02-2010

4

Tholang timber Consider 270 Sq ft

Material

Frame work

3" x 4" Wall plate 36.00 L.ft 183.00 6,588.00

2" x 5" Ridge Plate 18.00 L.ft 163.50 2,943.00

2" x 4" rafters 300.00 L.ft 123.50 37,050.00

46,581.00

Wastage 5% 5% 2,329.05

Slooping Ceiling

Asbestos sheet 270.00 Sq.ft 34.38 9,281.25 9,281.25

Wastage 5% 5% 464.06

Roof covering

Plywood sheet (9mm) 9.00 No 2,675.00 24,075.00

Nails and screws 5.00 Kg 160.00 800.00

24,875.00

Wastage 5% 5% 1,243.75

Half round tile covering

Half round tile 1,215 No 18.00 21,870.00 21,870.00

Wastage 5% 5% 1,093.50

Asbestos sheet roof with exposed rafters, plywood sloping ceiling and asbestos sheet covered by half round tile

Page 434: New BSR 16-02-2010

Labour

Carpenter 2.00 Day 950.00 1,900.00

For tile cover 2.00 Day 650.00 1,300.00

3,200.00

Add for tools 3% of labour 3% 96.00

Add for scaffolding 5% of labour 5% 160.00

111,193.61

41,182.82 6,177.42 47,360.24

Preliminaries 10% 11,119.36

122,312.97

Cost for 1 sqr 45,301.10 6,795.17 52,096.27

5 Asbestos roof with frame work.

Tholang timber

Consider 13.43 Sqr (49.5' x 27')

Materal

Frame work

4" X 2" Rafters 810.00 L.ft 123.50 100,035.00

4" x 3" wall plate 97.50 L.ft 183.00 17,842.50

6" x 3" purlin 146.25 L.ft 260.00 38,025.00

5" x 5" props 25.40 L.ft 410.00 10,414.00

2" x 2" reepers 250.00 L.ft 49.00 12,250.00

178,566.50

Page 435: New BSR 16-02-2010

wastage 10% 5% 8,928.33

Transport 7% 7% 12,499.66

Wood Presavative 86.45 Cu.ft 263.00 22,736.97

Nails & screws 14.00 Kg 160.00 2,240.00

Roof covering 72,607.83

Asbestos sheet 1,316.25 Sq.ft 35.10 46,205.86

J bolts 285.00 No 5.00 1,425.00

Labour

Planing charges 1,079.15 L.ft 10.00 10,791.50

Skilled labour 8.00 Day 950.00 7,600.00

Un / sk labour 15.00 Day 650.00 9,750.00

17,350.00

Add for tools 3% of labour 3% 520.50

Add for scaffolding 5% of labour 5% 867.50

302,131.81

22,496.78 3,374.52 25,871.30

Preliminaries 10% 30,213.18

332,345.00

Cost for 1 Sqr (without polish) 24,746.46 3,711.97 28,458.43

6

137.81

( for two layer )

Half round tile laying on asbestos roof

Page 436: New BSR 16-02-2010

Consider 1 Sqr

Material

Half round tile 450 Nos 20.00 9,000.00

Wastage 10% 10% 900.00

Transport 10% 10% 900.00

10,800.00

Labour

Skilled labour 1 Day 950.00 950.00

Unskilled labour 1 Day 650.00 650.00

1,600.00

Add for tools 3% of labour 3% 48.00

Add for scaffolding 5% of labour 5% 80.00

12,528.00 1,879.20 14,407.20

Preliminaries 10% 1,252.80

Cost for 1 Sqr 13,780.80 2,067.12 15,847.92

7

For 10 L.ft

Materials

Half round tile (Double layer) 50 Nos 18.00 900.00

Transport 7% 63.00 963.00

Labour

Un/sk labour 0.1 Day 650.00 65.00

Add 3% Tools 1.95

Two layers on either side of ridge

Page 437: New BSR 16-02-2010

add 5% Scaffolding 3.25 70.20

1,033.20

103.32 15.50 118.82

Priliminary 10% 103.32

1,136.52

Cost for 1 L.ft 113.65 17.05 130.70

8

Consider 102.4Sqr

Materal

Asbestos sheet 10,240 Sq.ft 35.10 359,466.67

Wastage 10% 10% 35,946.67

Transport 7% 7% 25,162.67 420,576.00

Nails & screws 106 Kg 160.00 16,960.00

J bolts 2,173 No 5.00 10,865.00

27,825.00

Labour

Labour 20% 89,680.20

Add for tools 3% of labour 3% 2,690.41

Add for scaffolding 5% of labour 5% 4,484.01

96,854.62

Total Cost for 102.4 Sqr 545,255.62

5,324.76 798.71 6,123.48

Priliminary 10% 54,525.56

599,781.18

Asbestos roof without frame work

Page 438: New BSR 16-02-2010

Cost for 1 Sqr 5,857.24 878.59 6,735.82

9

Materials

Ridge 4.00 pair 45.00 180.00

Roofing screws 16.00 no 15.00 240.00

420.00

Labour

S/k labourer 0.25 day 950.00 237.50

Un/skilled Labour 0.25 day 650.00 162.50

400.00

Tools 3% 12.00

Scaffolding 5% 20.00

852.00

85.20 12.78 97.98

Priliminary 10% 85.20

937.20

Cost for 1 L.ft 93.72 14.06 107.78

Tholang timber

Consider 10.60 Sqr (44.2' x 12')*2

Materal

Asbastos ajestable close fitting ridge fixed complete with roofing screws or bolts

Page 439: New BSR 16-02-2010

Frame work

4" X 2" Rafters 744.00 L.ft 123.50 91,884.00

4" x 3" wall plate 80.00 L.ft 183.00 14,640.00

4" x 2" colour tile 36.00 L.ft 260.00 9,360.00

2" x 2" reepers 1,408.00 L.ft 55.00 77,440.00

193,324.00

wastage 10% 5% 9,666.20

Transport 7% 7% 13,532.68

Wood Presavative 63.03 Cu.ft 263.00 16,576.00

Nails & screws 14.00 Kg 160.00 2,240.00

18,816.00

Roof covering

Asbestos sheet 742.00 Sq.ft 90.00 66,780.00

J bolts No 5.00 -

66,780.00

Timber ceiling

6" thick Lunumidella plank 1060.00 Sq ft 56.00 59,360.00 59,360.00

Wastage 20% of timber ceiling 30% 17,808.00

Labour

Planing charges 860.00 L.ft 10.00 8,600.00

Skilled labour Day -

Un / sk labour 1,060.00 Day 120.00 127,200.00

127,200.00

Add for tools 3% of labour 3% 3,816.00

Add for scaffolding 5% of labour 5% 6,360.00

525,262.88

49,553.10 7,432.97 56,986.07

Preliminaries 20% 105,052.58

Page 440: New BSR 16-02-2010

630,315.45

Cost for 1 Sqr (without polish) 59,463.72 8,919.56 68,383.28

4

Tholang timber Consider 270 Sq ft

Material

Frame work

3" x 4" Wall plate 36.00 L.ft 183.00 6,588.00

2" x 5" Ridge Plate 18.00 L.ft 163.50 2,943.00

2" x 4" rafters 300.00 L.ft 123.50 37,050.00

46,581.00

Wastage 5% 5% 2,329.05

Slooping Ceiling

Asbestos sheet 270.00 Sq.ft 34.38 9,281.25 9,281.25

Wastage 5% 5% 464.06

Roof covering

Asbestos sheet 17.00 No 380.00 6,460.00

Nails and screws 5.00 Kg 160.00 800.00

7,260.00

Wastage 5% 5% 363.00

Asbestos sheet roof with exposed rafters, plywood sloping ceiling and asbestos sheet covered by half round tile

Page 441: New BSR 16-02-2010

Half round tile covering

Half round tile 1,215 No - - -

Wastage 5% 5% -

Labour

Playing charges 300.00 L.ft 10.00 3,000.00

Carpenter 5.00 Day 950.00 4,750.00

For tile cover 5.00 Day 650.00 3,250.00

11,000.00

Add for tools 3% of labour 3% 330.00

Add for scaffolding 5% of labour 5% 550.00

78,158.36

28,947.54 4,342.13 33,289.67

Preliminaries 20% 15,631.67

93,790.04

Cost for 1 sqr 34,737.05 5,210.56 39,947.61

2 ZN / AL ROOF

1

Consider 1 m2

Materials

Zn/Al sheet 1.00 m2 970.31 970.31

Add - Lap and wastage 3% 29.11

Zn/Al roof fix to "c" purlin ( Purlin measured separatly )

Page 442: New BSR 16-02-2010

97.03

Allow sum for serwes 3.00 Nos 8.35 25.05

Allow sum for bolt & nuts 1.00 Nos 50.00 50.00

1,171.50

Labour

Sk labour 0.25 day 950.00 237.50

U/sk labour 0.25 day 650.00 162.50

400.00

Add

3% of labour cost for tool 12.00

5% of labour cost for scafolding 20.00

32.00

1,603.50 240.53 1,844.03

Preliminaries 160.35

Cost for one 1m2 with preliminaries 1,763.85 264.58 2,028.43

11 Grangular coated Zn/ Al roof

Consider 15 Sqr

Materal

Zn/ Al Sheet 1,500 Sq.ft 106.00 159,000.00

Wastage 10% 10% 15,900.00

Transport 7% 7% 11,130.00 186,030.00

Nails & screws 15.00 Kg 160.00 2,400.00

Bolt 200 No 50.00 10,000.00 12,400.00

Add - 10% trance port

Page 443: New BSR 16-02-2010

Labour

Labour 20% 39,686.00

Add for tools 3% of labour 3% 1,190.58

Add for scaffolding 5% of labour 5% 1,984.30 42,860.88

241,290.88

Total Cost for 1 Sqr 16,086.06 2,412.91 18,498.97

Priliminary 10% 24,129.09

265,419.97

Cost for 1 L.ft 17,694.66 2,654.20 20,348.86

12

Consider 1 L.ft

Materials

Ridge 1.00 L.ft 135.00 135.00

Roofing screws 16.00 no 15.00 240.00

375.00

Labour

S/k labourer 0.125 day 950.00 118.75

Un/skilled Labour 0.125 day 650.00 81.25

200.00

Tools 3% 6.00

Scaffolding 5% 10.00

591.00 88.65 679.65

Preliminaries 59.10

Cost for one 1m2 with preliminaries 650.10 97.52 747.62

Granguler coated Zn/Al Ridge caps

Page 444: New BSR 16-02-2010

3 ROOF PLUMBING

1 Upvc Gutter

Assume 40 m

Material

Pvc Guter 40 m 221.64 8,865.75

Running joint 10 no 233.00 2,330.00

Pvc Bracket 89 no 44.00 3,916.00

Nail 360 no 8.35 3,006.00

Solvent Cement 100 grm 2.28 228.00

18,345.75

Wastage 5% 917.29

Labur

Sk labour 1.25 Day 950.00 1,187.50

UnSk labour 1.25 Day 650.00 812.50

2,000.00

Scaffolding 5% 100.00

Tools 3% 60.00

21,423.04

535.58 80.34 615.91

Priliminary 10% 2,142.30

23,565.35

Cost per 1 m 589.13 88.37 677.50

Page 445: New BSR 16-02-2010

2 Upvc Gutter Out let

Material

Upvc Gutter Out let 1 No 554.00 554.00

Pvc Bracket 2 no 44.00 88.00

Nail 30 no 8.35 250.50

Solvent Cement 12 grm 2.28 27.36

919.86

Wastage 5% 45.99

Labur

Sk labour 0.125 Day 950.00 118.75

UnSk labour 0.125 Day 650.00 81.25 200.00

Scaffolding 5% 10.00

Tools 3% 6.00

1,181.85 177.28 1,359.13

Priliminary 10% 118.19

1,300.04 195.01 1,495.04

3 Upvc Down pipe

Assume 40 m

Material

Pvc Down pipe 40 m 215.89 8,635.62

Running joint 10 no 233.00 2,330.00

Pvc Bracket 89 no 44.00 3,916.00

Page 446: New BSR 16-02-2010

Nail 360 no 8.35 3,006.00

Solvent Cement 100 grm 2.28 228.00

18,115.62

Wastage 5% 905.78

Labur

Sk labour 1.25 Day 950.00 1,187.50

UnSk labour 1.25 Day 650.00 812.50 2,000.00

Scaffolding 5% 100.00

Tools 3% 60.00

21,181.40

529.53 79.43 608.97

Priliminary 10% 2,118.14

23,299.54

582.49 87.37 669.86

4 Rain water gutter (Cupper)

Assume 40 L.ft

Material

Copper Gutter 40.00 L ft 4,500.00 180,000.00

Wastage 5% 5% 9,000.00

189,000.00

Labour

Skilled 0.25 day 950.00 237.50

Un skilled 0.25 day 650.00 162.50

400.00

Page 447: New BSR 16-02-2010

Tools 3% 3% 12.00

Scaffolding 5% 5% 20.00

189,432.00

4,735.80 710.37 5,446.17

Priliminary 10% 18,943.20

208,375.20

5,209.38 781.41 5,990.79

5

Assume 10 L.ft

Material

Flashing ( 2'- 2" ) 10.00 L.ft 180.00 1,800.00

Screws 100.00 1,900.00

Wastage 5% 190.00

Labour

Sklled 0.30 Hrs 118.75 35.63

Un skilled 0.30 Hrs 81.25 24.38

60.00

Tools 3% 3% 1.80

Scaffolding 5% 5% 3.00

2,154.80

215.48 32.32 247.80

Priliminary 10% 215.48

2,370.28

Zn/Al flashing for roof end ( front side )

Page 448: New BSR 16-02-2010

237.03 35.55 272.58

5 Zn/Al gutter

Assume 10 L.ft

Material

Flashing ( 2'- 2" ) 10.00 L.ft 157.00 1,570.00

Gutter bracket 6.00 Nr 10.00

Screws 100.00 1,670.00

Wastage 5% 167.00

Transport 3% 50.10

Labour

Sklled 0.30 Hrs 118.75 35.63

Un skilled 0.30 Hrs 81.25 24.38

60.00

Tools 3% 3% 1.80

Scaffolding 5% 5% 3.00

1,951.90

195.19 29.28 224.47

Priliminary 10% 195.19

2,147.09

214.71 32.21 246.92

4 HEAT SOLUTION

1 Sisalation domestic 100

Assume 1 Sqr

Page 449: New BSR 16-02-2010

Material

Sisilation domestic 100 1 sqr 1,288.00 1,288.00

Wastage 5% 64.40

Transport 7% 90.16 1,442.56

Labour

Un skilled 1 Day 650.00 650.00

Tools 3% 19.50

Scaffolding 5% 32.50 702.00

Cost for 1 Sqr 2,144.56 321.68 2,466.24

Priliminary 10% 214.46

2,359.02 353.85 2,712.87

Cost for 1 L.ft

4

Consider 5.0 Sqr 5 Sqr

Materal

5mm thick double side Macfoil 500 Sq.ft 26.50 13,250.00

18 GI mesh 500 Sq.ft 6.70 3,350.00

Nail 3 Kg 160.00 480.00

17,080.00

Labour

Skilled labour 2.00 Day 950.00 1,900.00

Un / sk labour 2.50 Day 650.00 1,625.00

5mm thick double side Macfoil (double side Al foil with 18 GI mesh laid over 50x50mm battens )

Page 450: New BSR 16-02-2010

3,525.00

Add for tools 3% of labour 3% 105.75

Add for scaffolding 5% of labour 5% 176.25

20,887.00

Total Cost for 1 Sqr 4,177.40 626.61 4,804.01

Priliminary 10% 2,088.70

22,975.70

Cost for 1 L.ft 4,595.14 689.27 5,284.41

Tempered Glass Canopy

Consider 13'-0" x 8'-6" (110.5 Sq.ft)

Material

"U' chanel 2 Length 7,000.00 14,000.00

11/2" x11/2" box bars 7 Nos 1,825.00 12,775.00

Tempered glass 113 Sq.ft 700.00 79,100.00

Weding rods 1 Item 1,500.00

Plate 1.34 Sq.ft 325.00 435.50

Anchor bolt 16 Nos 350.00 5,600.00

Silican gum 8 Nos 250.00 2,000.00

Flashing 33 L.ft 275.00 9,075.00

124,485.50

Transport 5% 6,224.28

Labour

Sk 2 Days 950.00 1,900.00

Un/sk 2 Days 650.00 1,300.00

3,200.00

Small tools 3% 3% 96.00

Scafolding 5% 5% 160.00

Page 451: New BSR 16-02-2010

134,165.78

O/H and profit 25% 25% 33,541.44

Cost without paint 167,707.22

Allow sum for anticorosive paint 5,000.00

Cost with paint 172,707.22

Ex.38 Placing Acrylic Sheet above Pergolas

Material

45.00 Sqft 150.00 6,750.00

3" x 2" Timber Pergolas -Teak 33.75 L.ft 175.00 5,906.25 12,656.25

Transport 10% 1,265.63

Wastage 10% 1,265.63

Labour

skilled 2.00 day 950.00 1,900.00

Un skilled 1.00 day 650.00 650.00 2,550.00

Tools 3% 76.50

17,814.00

O/H & Profit 25% 4,453.50

Acrylic sheet (Polycarbonate) 3mm thick

Page 452: New BSR 16-02-2010

Total Cost 22,267.50

1 Sqr 43,873.32

Materials

Class 1 Timber 5.55 c.ft 3,240.00 17,982.00

Wastage 5% 899.10

Reepers 2" x 2" 110.00 l.ft 55.00 6,050.00

Wire nails 1.50 kg 160.00 240.00

Calicut tiles 70.00 no 95.00 6,650.00

Woodpreservitive 1.50 liter 388.00 582.00

32,403.10

Labour

Mason 2.00 day 950.00 1,900.00

Un/skilled Labour 3.00 day 650.00 1,950.00

3,850.00

Add

Tools 3% of labour Cost for tools 115.50

192.50

36,561.10

Preliminaries 7,312.22

Cost for 1 Sqr with Preliminaries 43,873.32

Calicut pattern tile hip roof in single storey building consisting of wall plate ridge plate beam struct rafters & reepers.

Scaffolding 5% of labour Cost for scaffolding

Page 453: New BSR 16-02-2010

ROOF TIMBER COST SEPERATLY

Item Description Qty Unit Rate Amount Amount Remarks

15%

TIMBER ROOF FRAME WORK

1 Treated "Kempas" 2"x2" battens

Assumed 3806 L.ft

Material

2"x2" Battens 3,806.00 L.ft 65.00 247,390.00

Wastage 5% 12,369.50

Transport 10% 24,739.00

Wood treatment 3,806.00 L.ft 7.09 26,984.54 311,483.04

Labour

Planking charges 3,806.00 L.ft 10.00 38,060.00

Labour 18% 56,066.95 94,126.95

405,609.99

106.57 15.99 122.56

Priliminary 10% 40,561.00

446,170.99

Cost for 1 L.ft 117.23 17.58 134.81

O/H & Profit

Amount with profit

Main Index

Page 454: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

2 Treated "Kempas" 2"x1" battens

Assumed 547L.ft

Material

2"x1" Battens 547.00 L.ft 28.00 15,316.00

Wastage 5% 765.80

Transport 10% 1,531.60

Wood treatment 547.00 L.ft 3.54 1,936.38 19,549.78

Labour

Planking charges 547.00 L.ft 10.00 5,470.00

Labour 18% 3,518.96 8,988.96

28,538.74

52.17 7.83 60.00

Priliminary 10% 2,853.87

31,392.61

Cost for 1 L.ft 57.39 8.61 66.00

3 Treated "Balaw" 1 1/4"x2 1/2" sealing member

Assumed 651 L.ft

Material

1 1/4"x2 1/2" sealing member 651.00 L.ft 135.50 88,210.50

Wastage 5% 4,410.53

Transport 10% 8,821.05

Wood treatment 651.00 L.ft 10.63 6,920.13 108,362.21

Labour

Planking charges 651.00 L.ft 10.00 6,510.00

Page 455: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Labour 18% 19,505.20 26,015.20

134,377.40

206.42 30.96 237.38

Priliminary 10% 13,437.74

147,815.14

Cost for 1 L.ft 227.06 34.06 261.12

4 Treated "Balaw" 4" x 2" collers

Assumed 590 L.ft

Material

4" x 2" collers 590.00 L.ft 135.50 79,945.00

Wastage 5% 3,997.25

Transport 10% 7,994.50

Wood treatment 590.00 L.ft 14.17 8,360.30 100,297.05

Labour

Planking charges 590.00 L.ft 10.00 5,900.00

Labour 18% 18,053.47 23,953.47

124,250.52

210.59 31.59 242.18

Priliminary 10% 12,425.05

136,675.57

Cost for 1 L.ft 231.65 34.75 266.40

5 Treated "Balaw"4" x 3" wall plate / ridge plate

Page 456: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Assumed 509 L.ft

Material

4" x 3" wall plate 509.00 L.ft 214.00 108,926.00

Wastage 5% 5,446.30

Transport 10% 10,892.60

Wood treatment 509.00 L.ft 21.26 10,821.34 136,086.24

Labour

Planking charges 509.00 L.ft 10.00 5,090.00

Labour 18% 24,495.52 29,585.52

165,671.76

325.48 48.82 374.31

Priliminary 10% 16,567.18

182,238.94

Cost for 1 L.ft 358.03 53.70 411.74

6 Treated "Balaw 5" x 2" rafters

Assumed 5820 L.ft

Material

5" x 2" rafters 5,820.00 L.ft 171.50 998,130.00

Wastage 5% 49,906.50

Transport 10% 99,813.00

Wood treatment 5,820.00 L.ft 17.72 103,130.40 1,250,979.90

Labour

Planking charges 5,820.00 L.ft 10.00 58,200.00

Labour 18% 225,176.38 283,376.38

Page 457: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

1,534,356.28

263.64 39.55 303.18

Priliminary 10% 153,435.63

###

Cost for 1 L.ft 290.00 43.50 333.50

7 Treated "Balaw 5" x 4" corble plates

Assumed 110 L.ft

Material

5" x 4" corble plates 110.00 L.ft 458.00 50,380.00

Wastage 5% 2,519.00

Transport 10% 5,038.00

Wood treatment 110.00 L.ft 35.43 3,897.30 61,834.30

Labour

Planking charges 110.00 L.ft 10.00 1,100.00

Labour 18% 11,130.17 12,230.17

74,064.47

673.31 101.00 774.31

Priliminary 10% 7,406.45

81,470.92

Cost for 1 L.ft 740.64 111.10 851.74

8 Treated "Balaw 6" x 4" pole plates

Assumed 335 L.ft

Material

6" x 4" pole plates 335.00 L.ft 458.00 153,430.00

Page 458: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Wastage 5% 7,671.50

Transport 10% 15,343.00

Wood treatment 335.00 L.ft 42.52 14,244.20 190,688.70

Labour

Planking charges 335.00 L.ft 10.00 3,350.00

Labour 18% 34,323.97 37,673.97

228,362.67

681.68 102.25 783.93

Priliminary 10% 22,836.27

251,198.93

Cost for 1 L.ft 749.85 112.48 862.32

9 Treated "Balaw 7" x 2" hip rafters / Valley rafters

Assumed 145 L.ft

Material

7" x 2" hip rafters 145.00 L.ft 350.00 50,750.00

Wastage 5% 2,537.50

Transport 10% 5,075.00

Wood treatment 145.00 L.ft 24.80 3,596.00 61,958.50

Labour

Planking charges 145.00 L.ft 10.00 1,450.00

Labour 18% 11,152.53 12,602.53

74,561.03

514.21 77.13 591.35

Priliminary 10% 7,456.10

82,017.13

Page 459: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Cost for 1 L.ft 565.64 84.85 650.48

10 Treated "Balaw 8" x 2" ridge plate

Assumed 218 L.ft

Material

8" x 2" ridge plate 218.00 L.ft 350.00 76,300.00

Wastage 5% 3,815.00

Transport 10% 7,630.00

Wood treatment 218.00 L.ft 28.34 6,178.12 93,923.12

Labour

Planking charges 218.00 L.ft 10.00 2,180.00

Labour 18% 16,906.16 19,086.16

113,009.28

518.39 77.76 596.15

Priliminary 10% 11,300.93

124,310.21

Cost for 1 L.ft 570.23 85.53 655.76

11.0 Treated "Thulan" 7" x 2" ridge plate

Assume 40L.ft

Material

7" x 2" ridge plate 40.00 L.ft 215.00 8,600.00

Wastage 5% 430.00

Transport 10% 860.00

Wood treatment 40.00 L.ft 24.80 992.00 10,882.00

Labour

Page 460: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Planking charges 40.00 L.ft 10.00 400.00

Labour 18% 1,958.76 2,358.76

13,240.76

331.02 49.65 380.67

Priliminary 10% 1,324.08

14,564.84

Cost for 1 L.ft 364.12 54.62 418.74

12.0 Treated "Thulan" 4" x 3" Wall plate

Assume 80L.ft

Material

4" x 3" wall plate 80.00 L.ft 183.00 14,640.00

Wastage 5% 732.00

Transport 10% 1,464.00

Wood treatment 80.00 L.ft 21.26 1,700.80 18,536.80

Labour

Planking charges 80.00 L.ft 10.00 800.00

Labour 18% 3,336.62 4,136.62

22,673.42

283.42 42.51 325.93

Priliminary 10% 2,267.34

24,940.77

Cost for 1 L.ft 311.76 46.76 358.52

13.0 Treated "Thulan" 2" x 6" Exposed rafter

Page 461: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Assume 800L.ft

Material

2" x 6" exposed rafter 800.00 L.ft 198.00 158,400.00

Wastage 5% 7,920.00

Transport 10% 15,840.00

Wood treatment 800.00 L.ft 21.26 17,008.00 199,168.00

Labour

Planking charges 800.00 L.ft 10.00 8,000.00

Labour 18% 35,850.24 43,850.24

243,018.24

303.77 45.57 349.34

Priliminary 10% 24,301.82

267,320.06

Cost for 1 L.ft 334.15 50.12 384.27

14.0 Treated "Thulan" 2" x 2" Battens

Assume 1300L.ft

Material

2" x 2" battens 1,300.00 L.ft 49.00 63,700.00

Wastage 5% 3,185.00

Transport 10% 6,370.00

Wood treatment 1,300.00 L.ft 7.09 9,217.00 82,472.00

Labour

Planking charges 1,300.00 L.ft 10.00 13,000.00

Labour 18% 14,844.96 27,844.96

110,316.96

Page 462: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

84.86 12.73 97.59

Priliminary 10% 11,031.70

121,348.66

Cost for 1 L.ft 93.35 14.00 107.35

Page 463: New BSR 16-02-2010

SPECIAL FLOOR FINISHES

Item Description Qty Unit Rate Amount Amount Remarks

15%

Mansoor

Considering 1 Sqr

Material

Brick 360 Nos 7.00 2,520.00

Cement 2.00 bag 740.00 1,480.00

Lime 30.00 kg 14.50 435.00

Sand 0.18 cube 7,500.00 1,350.00

Water 25.00 gal 0.50 12.50

5,797.50

Labour

Skilled 1.50 Day 950.00 1,425.00

Un skilled 1.75 Day 650.00 1,137.50

2,562.50

Add 3% for tools 3% 76.88

8,436.88 1,265.53 9,702.41

Preliminaries 10% 843.69

O/H & Profit

Amount with profit

Supply and lay brick paving on compacted earth with cement sand motar.

Main Index

Page 464: New BSR 16-02-2010

Cost for 1 Sqr 9,280.56 1,392.08 10,672.65

1 Terrazo floor Mansoor

Consider 1 Sqr

Material

Terrazzo chips 4.50 cwt 950.00 4,275.00

Cement 3.75 Bags 740.00 2,775.00

Bedding

Cement 1.25 Bags 740.00 925.00

Sand 0.04 Cube 7,500.00 300.00

8,275.00

Transport 10% 10% 827.50

Machine hire 0.50 Day 3,200.00 1,600.00 1,600.00

Labour

Sepicial mason 1.50 Day 950.00 1,425.00

Un skilled 1.50 Day 650.00 975.00

Bedding

Skilled 1.00 Day 950.00 950.00

Un skilled 1.00 Day 650.00 650.00

4,000.00

Add for tools 3% of labour 3% 120.00

Terrazzo mix (6:5)

Page 465: New BSR 16-02-2010

14,822.50 2,223.38 17,045.88

Preliminaries 10% 1,482.25

Cost per 1 Sqr 16,304.75 2,445.71 18,750.46

2 Titanium floor Mansoor

Consider 1 Sqr

Maretial

Cement 6.00 Bags 740.00 4,440.00

White cement 3.00 Bags 1,300.00 3,900.00

Sand 0.30 Cube 7,500.00 2,250.00

Titanium 1.50 kg 525.00 787.50

Wax 1.00 Ltr -

Cotton waste 1.00 kg -

11,377.50

Transport 5% 5% 568.88

Machine hire 0.50 Day 3,200.00 1,600.00 1,600.00

Labour

Skilled 2.00 Day 950.00 1,900.00

Un skilled 4.00 Day 650.00 2,600.00

4,500.00

Add for tools 3% of labour 3% 135.00

18,181.38 2,727.21 20,908.58

Preliminaries 10% 1,818.14

C80
Dinesh: Qty is incorrect
Page 466: New BSR 16-02-2010

Cost for 1 Sqr 19,999.51 2,999.93 22,999.44

CERAMIC TILE / MARBKE FINISH FLOOR

Porcelain Tile

1'-0" x 1'-0" porcelain tile

P.C Sum per sq.ft Rs. 300/=

Materials

1'-0" x 1'-0" porcelain tile ### Sq.ft 150.00 15,000.00

waste 5% 750.00

Cement bedding ### Sq.ft 59.65 5,964.75

Cement 1.00 Bag 700.00 700.00

tile grout 0.75 kg 155.00 116.25

22,531.00

Labour

### Sq.ft 35.00 3,500.00

3,500.00

3% of labour cost Tools 105.00

26,136.00 3,920.40 30,056.40

Preliminaries 10% 2,613.60

Cost for 1 Sqr 28,749.60 4,312.44 33,062.04

Labour for fixing tile with cement sluarry

Page 467: New BSR 16-02-2010

P.C Sum per sq.ft Rs.185/=

Materials

1'-0" x 1'-0" granite tile ### Sq.ft 185.00 18,500.00

waste 5% 925.00

Cement bedding ### Sq.ft 89.47 8,947.13

Cement 1.00 Bag 700.00 700.00

tile grout 0.75 kg 155.00 116.25

29,188.38

Labour

### Sq.ft 35.00 3,500.00

3,500.00

3% of labour cost Tools 105.00

Cost per Sqr 32,793.38 4,919.01 37,712.38

Preliminaries 10% 3,279.34

Cost for 1 Sqr 36,072.71 5,410.91 41,483.62

1,047.51

Consider 1 Sqr

Materials

Mosaic tile 100.00 Sq.ft 750.00 75,000.00

Cement 5.00 Bag 740.00 3,700.00

Sand 0.20 Cube 7,500.00 1,500.00

0'-8" x 0'-8" non slip Hemogenous

Labour for fixing tile with cement sluarry

Supply and lay mosaic tile with cement sand bedding.

Page 468: New BSR 16-02-2010

80,200.00

Wastage 5% 4,010.00

Transport 7% for tile 5,250.00

Labour

Mason 3.50 Day 950.00 3,325.00

U/sk labour 3.50 Day 650.00 2,275.00

5,600.00

Add for tools 3% of labour cost 3% 168.00

95,228.00 14,284.20 109,512.20

Preliminaries 10% 9,522.80

Cost for 1 Sqr ### 15,712.62 120,463.42

1 M2 11,271.19

Homogenious tile 4"x4"

Considering 1 Sqr

Tile 900.00 no 17.00 15,300.00

Cement slurry 1.25 Bag 700.00 875.00

Tile grout 0.75 kg 155.00 116.25 16,291.25

Wastage 5% 814.56

Transport 7% 1,140.39

Water 10.00 gal 0.50 5.00

Labour

Skill 1.25 day 950.00 1,187.50

Un Skill 1.25 day 650.00 812.50 2,000.00

3% of labour Cost for tools 60.00

Cost per Sqr 20,311.20 3,046.68 23,357.88

Page 469: New BSR 16-02-2010

Preliminaries 10% 2,031.12

Cost for 1 Sqr 22,342.32 3,351.35 25,693.67

Marble Queens

1 Sqr

( P.C Sum per sq.ft Rs. 2200/=)

Materials

Marble ### Sq.ft 2,200.00 220,000.00

waste 15% 33,000.00

Cement bedding ### Sq.ft 59.65 5,964.75

adhesive glue ### Sq.ft 100.00 10,000.00

268,964.75

Labour

### Sq.ft 125.00 12,500.00

12,500.00

3% of labour cost Tools 375.00

Cost per Sqr ### 42,275.96 324,115.71

Preliminaries 10% 28,183.98

Cost for 1 Sqr ### 46,503.56 356,527.28

3/4" thk 1:3 cement sand mix, finished smooth cement rendering, 2'-0" x 2'-0" Marble with approved colour and Quality, fixed with specific adhesive glue very neatly

Labour for fixing marble with adhensive

Page 470: New BSR 16-02-2010

ROUGH TILE FINISH FLOOR

Scorched Granite

P.C Sum per sq.ft Rs. 1350/=

Materials

1'-0" x 1'-0" granite tile ### Sq.ft 1,350.00 135,000.00

waste 5% 6,750.00

Cement bedding ### Sq.ft 59.65 5,964.75

Cement 1.00 Bag 700.00 700.00

tile grout 0.75 kg 155.00 116.25 148,531.00

Labour

### Sq.ft 35.00 3,500.00

3,500.00

3% of labour cost Tools 105.00

### 22,820.40 174,956.40

Preliminaries 10% 15,213.60

Cost for 1 Sqr ### 25,102.44 192,452.04

Mansoor

1'-0" x 1'-0" non slip Hemogenous floor granite tile

Labour for fixing tile with cement sluarry

Hand cut granite laying with cement sand bedding " Mirisgal "

Page 471: New BSR 16-02-2010

Considering 1 Sqr

Materials

Hand cut granite 1' 0"x 1' 0" ### Nos 350.00 35,000.00

Cement 5.00 bag 740.00 3,700.00

Sand 0.20 Cube 7,500.00 1,500.00

40,200.00

Transport 10% 10% 4,020.00

Labour

Skilled 3.50 day 950.00 3,325.00

U/sk labour 3.50 day 650.00 2,275.00

5,600.00

For tools 3% of labour cost 3% 168.00

49,988.00 7,498.20 57,486.20

Preliminaries 10% 4,998.80

Cost for 1 Sqr 54,986.80 8,248.02 63,234.82

Dressed stone

P.C Sum per sq.ft Rs.375

Materials

1'-0" x 1'-0" granite tile ### Sq.ft 375.00 37,500.00

waste 5% 1,875.00

Cement bedding ### Sq.ft 89.47 8,947.13

Cement 1.00 Bag 700.00 700.00

tile grout 0.75 kg 155.00 116.25

1'-0" x 1'-0" x 0'-2" Assorted dressed stone

Page 472: New BSR 16-02-2010

49,138.38

Labour

### Sq.ft 40.00 4,000.00

4,000.00

3% of labour cost Tools 120.00

Cost per Sqr 53,258.38 7,988.76 61,247.13

Preliminaries 10% 5,325.84

Cost for 1 Sqr 58,584.21 8,787.63 67,371.84

Consider 1 Sqr

Materials

1'-0" x 1'-0" granite tile ### Sq.ft 2,500.00 250,000.00

waste 5% 12,500.00

Cement bedding ### Sq.ft 89.47 8,947.13

Cement 1.00 Bag 700.00 700.00

tile grout 0.75 kg 155.00 116.25

272,263.38

Labour

### Sq.ft 125.00 12,500.00

12,500.00

Add for tools 3% of labour cost 3% 375.00

Labour for fixing tile with cement sluarry

Supply and lay 1'-0" x 1'-0" granite tile

Labour for fixing marble with adhensive

Page 473: New BSR 16-02-2010

Cost per Sqr ### 42,770.76 327,909.13

Preliminaries 10% 28,513.84

Cost for 1 Sqr ### 47,047.83 360,700.04

Pressed Cement Tile

1'-0" x 1'-0" Cement tile

P.C Sum per sq.ft Rs. 165/=

Materials

1'-0" x 1'-0" granite tile ### Sq.ft 165.00 16,500.00

waste 5% 825.00

Cement bedding ### Sq.ft 59.65 5,964.75

Cement 1.00 Bag 700.00 700.00

tile grout 0.75 kg 155.00 116.25

24,106.00

Labour

### Sq.ft 35.00 3,500.00

3,500.00

3% of labour cost Tools 105.00

Cost per Sqr 27,711.00 4,156.65 31,867.65

Preliminaries 10% 2,771.10

Cost for 1 Sqr 30,482.10 4,572.32 35,054.42

Pressed cement tile 16"x16"

Labour for fixing tile with cement sluarry

Page 474: New BSR 16-02-2010

Tile 57.00 no 250.00 14,250.00

Cement slurry 1.25 Bag 700.00 875.00

Tile grout 0.75 kg 155.00 116.25 15,241.25

Wastage 5% 762.06

Transport 7% 1,066.89

Water 10.00 gal 0.50 5.00

Labour

Skill 1.25 day 950.00 1,187.50

Un Skill 1.25 day 650.00 812.50

2,000.00

3% of labour Cost for tools 60.00

Cost per Sqr 19,135.20 2,870.28 22,005.48

Preliminaries 10% 1,913.52

Cost for 1 Sqr 21,048.72 3,157.31 24,206.03

Mirrissa

Assume 1 Sqr

Material

12"x12"x1 1/2" paving stone ### No 85.00 8,500.00 8,500.00

Transport 5% 425.00

1 1/2" Cement & Sand Bed

Cement 6.00 Bag 700.00 4,200.00

Sand 0.16 Cube 7,500.00 1,200.00 5,400.00

Wastage 10% 10% 540.00

Labour

Grade 20 concrete 12"x12"x1 1/2" paving stone

Page 475: New BSR 16-02-2010

Skill 4.00 Day 950.00 3,800.00

Un Skill 4.00 Day 650.00 2,600.00 6,400.00

Tools 3% 192.00

Cost per Sqr 21,457.00 3,218.55 24,675.55

Preliminaries 10% 2,145.70

Cost for 1 Sqr 23,602.70 3,540.41 27,143.11

3

648.65 Mansoor

Consider 1 Sqr

Materials

Coble stone 9" x 5" 240.00 Nos 200.00 48,000.00

Cement 5.00 Bag 740.00 3,700.00

Sand 0.20 Cube 7,500.00 1,500.00

53,200.00

Labour

Mason 3.50 Day 950.00 3,325.00

U/sk labour 3.50 Day 650.00 2,275.00

5,600.00

Add for tools 3% of labour cost 3% 168.00

58,968.00 8,845.20 67,813.20

Preliminaries 10% 5,896.80

Cost for 1 Sqr 64,864.80 9,729.72 74,594.52

Coble Stone Paving with cement sand bedding

Page 476: New BSR 16-02-2010

Mansoor

Considering 1 Sqr

Material

Rubble stone (1'0"x1'0" ) ### Sq.ft 3,000.00 300,000.00

Cement 2.00 Bag 740.00 1,480.00

Lime 30.00 Kg 14.50 435.00

Sand 0.18 Cube 7,500.00 1,350.00

Water 25.00 Gal 0.50 12.50

303,277.50

Labour

Skilled 1.00 Day 950.00 950.00

Un skilled 1.50 Day 650.00 975.00

1,925.00

Add 3% for tools 3% 57.75

### 45,789.04 351,049.29

Preliminaries 10% 30,526.03

Cost for 1 Sqr ### 50,367.94 386,154.22

TIMBER FLOOR

Timber Bordered floor

Rubble Stone paving with cement sand bedding (Antique Type )

Page 477: New BSR 16-02-2010

1 Sqr 80 L.ft

Materials

1" thick 1'-3" width "Teak" plank ### Sq.ft 600.00 60,000.00

3/4" x2" battens ### L.ft 55.00 6,050.00

Cemifix 5.00 Kg 880.00 4,400.00

brass screws ### no 8.35 835.00

Cement bedding ### Sq.ft 89.47 8,947.13

80,232.13

Labour

skilled labourer 1.50 day 950.00 1,425.00

un /skilled labourer 1.50 day 650.00 975.00

Labour for timber work

skilled labourer 0.50 day 950.00 475.00

un /skilled labourer 0.50 day 650.00 325.00 3,200.00

Add 3% of labour cost tools 96.00

Paint

Timber Planking ### Sq.ft 10.00 1,000.00

### L.ft 10.00 1,100.00

wood preservative 11.18 Cu.ft 263.00 2,940.08

3/4" thick 1:3 cement sand levelled floor with 2" x2" battens embedded on levelled rough cement floor & fixed 1" thick 1'-3" width timber plank "Teak" using brass screws and well standed to receive smooth surface and apply wood preservative, stain and approved polish

Page 478: New BSR 16-02-2010

wood Treatment ### sq.ft 20.00

5,040.08

Labour for painting

skilled labourer 1.00 day 950.00 950.00 950.00

Polishing ### Sq.ft 95.00 9,500.00 9,500.00

99,018.20 14,852.73 113,870.93

Preliminaries 10% 9,901.82

Cost for 1 Sqr ### 16,338.00 125,258.03

Timber Skirting

8" high "Teak" Skirting 1 Sqr 150 L.ft

Materials

8" thick Teak Plank ### Sq.ft 600.00 60,000.00

brass screws ### no 8.35 1,252.50

61,252.50

Labour for timber fixing

skilled labourer 0.50 day 950.00 475.00

un /skilled labourer 0.50 day 650.00 325.00 800.00

Add 3% of labour cost tools 24.00

Paint

Timber Planking ### Sq.ft 10.00 1,000.00

Page 479: New BSR 16-02-2010

wood preservative 8.00 Cu.ft 263.00 2,104.00

wood Treatment ### l.ft 14.17 2,125.50

5,229.50

Labour for painting

skilled labourer 1.00 day 950.00 950.00 950.00

Plishing ### Sq.ft 35.00 3,500.00 3,500.00

Cost per Sqr 71,756.00

Cost per L.ft 478.37 71.76 550.13

Preliminaries 10% 47.84

Cost for 1 L.ft 526.21 78.93 605.14

Page 480: New BSR 16-02-2010

SPECIAL WALL FINISHES

Item Description Qty Unit Rate Amount Amount Remarks

15%

plaster rough plaster

Materials

cement 0.85 bags 700.00 595.00

sand 0.06 cube 7,500.00 450.00

water 20.00 gal 0.50 10.00

1,055.00

Labour

skilled labourer 1.50 day 950.00 1,425.00

un /skilled labourer 1.50 day 650.00 975.00

2,400.00

3% of labour cost Tools 72.00

5% of labour cost Scaffolding 120.00

3,647.00 547.05 4,194.05

Preliminaries 10% 364.70

Cost for 1 Sqr 4,131.70 619.76 4,751.46

O/H & Profit Amount with

profit

3/4" thick 1:5 rough plaster ( without Lime )

Main Index

Page 481: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

EX Isolated Colunm & beam

Materials

cement 0.85 bags 700.00 595.00

sand 0.06 cube 7,500.00 450.00

water 20.00 gal 0.50 10.00

1,055.00

Wastage 10% 105.50

Labour

skilled labourer 1.50 day 950.00 1,425.00

un /skilled labourer 1.50 day 650.00 975.00

2,400.00

3% of labour cost Tools 72.00

5% of labour cost Scaffolding 120.00

Cost per Sqr 3,752.50 562.88 4,315.38

Preliminaries 10% 375.25

Cost for 1 Sqr 4,247.75 637.16 4,884.91

EX Reveals & Jamb

Consider 3" reveals 400.00 L.ft

Materials

cement 0.85 bags 700.00 595.00

3/4" thick 1:5 rough plaster ( without Lime )

Page 482: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

sand 0.06 cube 7,500.00 450.00

water 20.00 gal 0.50 10.00

1,055.00

Wastage 15% 158.25

Labour

skilled labourer 4.00 day 950.00 3,800.00

un /skilled labourer 4.00 day 650.00 2,600.00

6,400.00

3% of labour cost Tools 192.00

5% of labour cost Scaffolding 320.00

8,125.25

Cost for one L ft 20.31 3.05 23.36

Preliminaries 10% 812.53

Cost for 8.45 Sqr 8,937.78

22.34 3.35 25.70

INT Reveals & Jamb

Consider 3" reveals 400.00 L.ft

Materials

cement 0.85 bags 700.00 595.00

sand 0.06 cube 7,500.00 450.00

water 20.00 gal 0.50 10.00

1,055.00

Wastage 15% 158.25

Labour

skilled labourer 4.30 day 950.00 4,085.00

Page 483: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

un /skilled labourer 4.30 day 650.00 2,795.00

6,880.00

3% of labour cost Tools 206.40

5% of labour cost Scaffolding 344.00

8,643.65

Cost for one L ft 21.61 3.24 24.85

Preliminaries 10% 864.37

Cost for 8.45 Sqr 9,508.02

23.77 3.57 27.34

1

112.05 Mansoor

Consider 1 Sqr

Material

Cement 0.85 Bag 740.00 629.00

Lime 60.00 kg 14.50 870.00

Sand 0.06 Cube 7,500.00 450.00

Water 20.00 Gal 0.50 10.00

Chicken Mesh 100.00 Sq ft 40.00 4,000.00

5,959.00

Wastage 10% 595.90

Labour

Skilled 2.00 Day 950.00 1,900.00

plaster rough plaster with chiken mesh

3/4" Thick plaster in cement lime & sand 1:1:5 finished semi rough in external wall in ground floor including

Page 484: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

Un skilled 2.25 Day 650.00 1,462.50

3,362.50

3% of Labour cost 3% 100.88

5% of Labour cost 5% 168.13

10,186.40 1,527.96 11,714.36

Preliminaries 10% 1,018.64

Cost for 1 Sqr 11,205.04 1,680.76 12,885.80

1 Sqr Queens

Materials

Bedding

cement 1.88 bags 700.00 1,312.50

sand 0.06 cube 7,500.00 450.00

water 37.50 gal 0.50 18.75

Slurry

cement 1.25 bags 700.00 875.00

water 25.00 bags 0.50 12.50

2,668.75

Labour

skilled labourer 1.50 day 950.00 1,425.00

un /skilled labourer 1.50 day 650.00 975.00

Extra Labour for slurry

skilled labourer 0.50 day 950.00 475.00

un /skilled labourer 0.50 day 650.00 325.00

3,200.00

15mm (3/4") thk plinth plaster in 1:3 cement sand screed finish smooth with gray cement floorting.

Page 485: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

Add 3% of labour cost tools 96.00

Cost per Sqr 5,964.75 894.71 6,859.46

Preliminaries 10% 596.48

Cost for 1 Sqr 6,561.23 984.18 7,545.41

2

Mansoor

Consider 12" width layer (10ft)

Material

Cement 0.85 Bag 740.00 629.00

Lime 60.00 kg 14.50 870.00

Sand 0.06 cube 7,500.00 450.00

Water 20.00 gal 0.50 10.00 1,959.00

Material Cost for 10 L ft 195.90

Labour

Skilled 1.50 Day 950.00 1,425.00

Un skilled 2.00 Day 650.00 1,300.00

2,725.00

3% of Labour cost 3% 81.75

5% of Labour cost 5% 136.25

3,138.90

313.89 47.08 360.97

Preliminaries 10% 313.89

PLASTERING IN STARICASE EDGE

C173
Dinesh: I think this Qty not enough
Page 486: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

Cost for 10 L.ft 3,766.68

Cost for 1 L.ft 376.67 56.50 433.17

4

Mansoor

Consider 1 Sqr

Material

Total coat 1.50 Bucket 2,800.00 4,200.00

Fillet 0.75 Bucket 3,189.00 2,391.75

Cement 6 Kg 14.80 88.80

Paint 5 Ltr 550.00 2,750.00

Sand paper 10 Nos 42.50 425.00

Bruss 0.1 Nos 595.00 59.50

9,915.05

Add: 5% transport 5% 495.75

Labour

Painter 2 Days 950.00 1,900.00

1,900.00

Add: 3% tools 3% 57.00

Add: 5% Scafolding 5% 95.00

12,462.80 1,869.42 14,332.22

Preliminaries 10% 1,246.28

Cost for 1 Sqr 13,709.08 2,056.36 15,765.45

WATER BASE PLASTER ( HIGH MALL)

Page 487: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

3 SUPPLY & FIX GLASS BOXES Mansoor

Consider 1 Sqr

Material

1'-0"x 1'-0" glass blocks 100.00 Nos 1,700.00 170,000.00

Cement 2.00 bag 740.00 1,480.00

Lime 30.00 kg 14.50 435.00

Sand 0.18 cube 7,500.00 1,350.00

Water 25.00 gal 0.50 12.50

173,277.50

Labour

Skilled 1.50 Day 950.00 1,425.00

Un skilled 1.75 Day 650.00 1,137.50

2,562.50

Add 3% for tools 3% 76.88

175,916.88 26,387.53 202,304.41

Preliminaries 10% 17,591.69

Cost for 1 Sqr 193,508.56 29,026.28 222,534.85

Page 488: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

1'-0" x 1'-0" GLASS MOSAIC Tile

P.C Sum per sq.ft Rs. 683/=

Materials

1'-0" x 1'-0" GLASS MOSAIC 100.00 Sq.ft 683.00 68,300.00

waste 5% 3,415.00

cement 3.00 bag 700.00 2,100.00

sand 0.08 cube 7,500.00 600.00

adhesive glue 100.00 Sq.ft 100.00 10,000.00

tile grout 0.75 kg 155.00 116.25

water 25.00 gal 0.50 12.50

84,543.75

Labour

skilled labourer 3.00 day 950.00 2,850.00

un /skilled labourer 3.00 day 650.00 1,950.00

4,800.00

3% of labour cost Tools 144.00

Cost per Sqr 89,487.75 13,423.16 102,910.91

Preliminaries 10% 8,948.78

Cost for 1 Sqr 98,436.53 14,765.48 113,202.00

1'-0" x1'-0" Glass mosaic

(P.C.sum per Sqft Rs.1600/=)

Materials

1'-0" x 1'-0" GLASS MOSAIC 100.00 Sq.ft 1,600.00 160,000.00

waste 5% 8,000.00

Page 489: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

Cement bedding 100.00 Sq.ft 59.65 5,964.75

tile grout 0.75 kg 155.00 116.25

adhesive glue 100.00 Sq.ft 100.00 10,000.00

184,081.00

Labour

100.00 Sq.ft 50.00 5,000.00

5,000.00

3% of labour cost Tools 150.00

Cost per Sqr 189,231.00 28,384.65 217,615.65

Preliminaries 10% 18,923.10

Cost for 1 Sqr 208,154.10 31,223.11 239,377.22

Ceramic Tile

P.C Sum per sq.ft Rs. 215

Materials

tile 100.00 Sq.ft 215.00 21,500.00

waste 5% 1,075.00

Cement bedding 100.00 Sq.ft 59.65 5,964.75

Cement 1.00 Bag 700.00 700.00

tile grout 0.75 kg 155.00 116.25

29,356.00

Labour

Labour for fixing tile with cement sluarry

1'-0" x 1'-0" non slip Hemogenous wall tile

Page 490: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

100.00 Sq.ft 35.00 3,500.00

3,500.00

Tools

3% of labour cost 105.00

32,961.00 4,944.15 37,905.15

Preliminaries 10% 3,296.10

Cost for 1 Sqr 36,257.10 5,438.57 41,695.67

P.C Sum per sq.ft Rs.185

Materials

tile 100.00 Sq.ft 185.00 18,500.00

waste 5% 925.00

Cement bedding 100.00 Sq.ft 59.65 5,964.75

Cement 1.00 Bag 700.00 700.00

tile grout 0.75 kg 155.00 116.25

26,206.00

Labour

100.00 Sq.ft 35.00 3,500.00

3,500.00

Tools

3% of labour cost 105.00

Cost per Sqr 29,811.00 4,471.65 34,282.65

Preliminaries 10% 2,981.10

Labour for fixing tile with cement sluarry

0'-8" x 0'-8" non slip Hemogenous wall tile

Labour for fixing tile with cement sluarry

Page 491: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

Cost for 1 Sqr 32,792.10 4,918.82 37,710.92

Scorched Granite

(P.C.sum per Sqft Rs.1350/=)

Materials

2'-0" x1'-0" Non slip granite tile 100.00 Sq.ft 1,350.00 135,000.00

waste 5% 6,750.00

Cement bedding 100.00 Sq.ft 59.65 5,964.75

Cement 1.00 Bag 700.00 700.00

tile grout 0.75 kg 155.00 116.25

148,531.00

Labour

100.00 Sq.ft 35.00 3,500.00

3,500.00

3% of labour cost Tools 105.00

Cost per Sqr 152,136.00 22,820.40 174,956.40

Preliminaries 10% 15,213.60

Cost for 1 Sqr 167,349.60 25,102.44 192,452.04

Dressed Stone

(P.C.sum per Sqft Rs.1600/=)

2'-0" x1'-0" Non slip Homogenous floor granite tile

Labour for fixing tile with cement sluarry

1'-0" x 1'-0" x 0'-2" Assorted dressed stone

Page 492: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

Materials

1'-0" x 1'-0" granite tile 100.00 Sq.ft 375.00 37,500.00

waste 5% 1,875.00

Cement bedding 100.00 Sq.ft 59.65 5,964.75

Cement 1.00 Bag 700.00 700.00

tile grout 0.75 kg 155.00 116.25

46,156.00

Labour

100.00 Sq.ft 40.00 4,000.00

4,000.00

3% of labour cost Tools 120.00

Cost per Sqr 50,276.00 7,541.40 57,817.40

Preliminaries 10% 5,027.60

Cost for 1 Sqr 55,303.60 8,295.54 63,599.14

10 4" thick Skirting

Consider 300 L.ft

Materials

Cement 1.25 Bags 740.00 925.00

Sand 0.04 Cube 7,500.00 300.00

Water 25.00 Gal 0.50 12.50

Cement slurry 1.25 Bags 740.00 925.00

2,162.50

Wastage 10% 0.10 216.25

Labour for fixing tile with cement sluarry

Page 493: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

Labour

Skilled labourer 1.00 Day 950.00 950.00

Un skilled labourer 1.00 Day 650.00 650.00

Extra labour

Skilled labourer 5.00 Day 950.00 4,750.00

Un skilled labourer 3.00 Day 650.00 1,950.00

8,300.00

Add: 3% tools 3% 249.00

Cost for 1 Sqr 10,927.75

36.43 5.46 41.89

Preliminaries 10% 1,092.78

12,020.53

Cost per 1 L.ft 40.07 6.01 46.08

11 3" thick External Revels

Consider 400 L.ft

Materials

Cement 0.85 Bags 740.00 629.00

Lime 30.00 Kg 14.50 435.00

Sand 0.06 Cube 7,500.00 450.00

Water 20.00 Gal 0.50 10.00

1,524.00

Wastage 10% 0.10 152.40

Labour

Skilled labourer 1.33 Day 950.00 1,263.50

Un skilled labourer 1.33 Day 650.00 864.50

Extra labour

Skilled labourer 4.00 Day 950.00 3,800.00

Page 494: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

Un skilled labourer 2.00 Day 650.00 1,300.00

7,228.00

Add: 3% tools 3% 216.84

Add: 3% tools 5% 361.40

Cost per 1 Sqr 9,482.64

23.71 3.56 27.26

Preliminaries 10% 948.26

10,430.90

Cost per 1 L.ft 26.08 3.91 29.99

Mansoor

Consider 187 Sq.ft

Materials

Pebbles (50 Kg) 35.00 Bag 7,500.00 262,500.00

Cement 4.00 Bag 740.00 2,960.00

265,460.00

Labour

Mason 20.00 Day 950.00 19,000.00

U/sk labour 5.00 Day 650.00 3,250.00

22,250.00

For tools 3% of labour cost 3% 667.50

288,377.50

154,212.57 23,131.89 177,344.45

Preliminaries 10% 28,837.75

Laying pebbles in wall with cement slurry.

Page 495: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit Amount with

profit

Cost for 187 Sq.ft 317,215.25

Cost for 1 Sqr 169,633.82 25,445.07 195,078.90

Page 496: New BSR 16-02-2010

SPECIAL CEILING FINISHES

Item Description Qty Unit Rate Amount Amount Remarks

15%

1 Mansoor

Consider 3.3 sqr

Materials

Balaw timber

4"x 2" Joists 199.10 L ft. 135.50 26,978.05

2"x 2" Joists 82.72 L ft. 55.00 4,549.60

2"x 2" Joists 21.00 L ft. 55.00 1,155.00

32,682.65

Wastage 5% of timber 5% 1,634.13

8.00 Nos 1,840.00 14,720.00

Wire nails 4.13 kg 160.00 660.00

Sand peper 2.00 Nos 42.50 85.00

Wood preservative 14.17 Cu.ft 263.00 3,725.93

19,190.93

Labour

Painter 1.25 days 950.00 1,187.50

Carpenter 2.25 days 950.00 2,137.50

Un skilled labour 2.00 days 650.00 1,300.00

4,625.00

Add for tools 3% of labour 3% 138.75

O/H & Profit

Amount with profit

Supper flex ceiling with timber fram work

Superflex ceiling sheet 6mm thick 8'-0" 4'-0"

Main Index

Page 497: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Add for scaffolding 5% of labour 5% 231.25

58,502.71

17,728.09 2,659.21 20,387.31

Preliminaries 10% 5,850.27

Cost for 3.3 Sqr 64,352.98

Cost for 1 Sqr 19,500.90 2,925.14 22,426.04

Sloping Ceiling

9mm thick gypsum board 4 Nos 1,175.00 4,700.00

Nails 1 kg 160.00 160.00 4,860.00

Transport 10% 486.00

Labour

Skilled labour 1.00 day 950.00 950.00

Un skilled labour 1.00 day 650.00 650.00 1,600.00

Tools 3% 48.00

Cost for 1 Sqr 6,994.00 1,049.10 8,043.10

Preliminaries 10% 699.40

Total Cost 7,693.40 1,154.01 8,847.41

10mm thick superflex ceiling boards fixed to exposed rafter

Page 498: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

2

Consider 156 Sq ft

Material

Tholang timber

2" x 4" timber 112.00 L ft 123.50 13,832.00

2" x 2" joists 96.00 L ft 49.00 4,704.00

Asbestos ceiling sheet 156.00 Sq.ft 23.75 3,705.00 201.394052

Nails & screws 3.00 kg 160.00 480.00

22,721.00

Wastage 5% 5% 1,136.05

Labour

Carpenter 1.00 Day 950.00 950.00

Un skilled 2.00 Day 650.00 1,300.00

2,250.00

Add for tools 3% of labour 3% 67.50

Add for scaffolding 5% of labour 5% 112.50

26,287.05

16,850.67 2,527.60 19,378.27 2085.102

Preliminaries 10% 2,628.71

Cost for 1.56 Sqr 28,915.75

Cost for 1 Sqr 18,535.74 2,780.36 21,316.10

3

Consider 120 Sq ft 10.00 12.00 120.00

Flat asbestos ceiling with timber fram work.

Flat "tuna" ceiling with timber fram work

Page 499: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Material

Tholang timber

2" x 4" timber 84.00 L ft 123.50 10,374.00

Tuna timber 120.00 Sq.ft 95.00 11,400.00

Wastage 10% 10% 1,140.00

Nails & screws 3.00 kg 160.00 480.00

23,394.00

Wastage 5% 5% 1,169.70

Labour

Carpenter 2.00 Day 950.00 1,900.00

Un skilled 4.00 Day 650.00 2,600.00

4,500.00

Add for tools 3% of labour 3% 135.00

Add for scaffolding 5% of labour 5% 225.00

29,423.70

24,519.75 3,677.96 28,197.71

Preliminaries 10% 2,942.37 281.98

Cost for 1.2 Sqr 32,366.07

Cost for 1 Sqr 26,971.73 4,045.76 31,017.48

Cost for 1 Sq.ft 269.72

Consider 102.4 Sqr

Materials

Timber ceiling 6"x 3/4" finished size TUNA tonuged & grooved planks fixed over rafters

Page 500: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Timber ceiling

102.40 Sqr 9,500.00 972,800.00

Wastage 10% of timber ceiling 10% 97,280.00

Wood preservative 614.40 Cube 263.00 161,587.20 1,231,667.20

Transport 5% 5% 61,583.36

Labour

labour 35% 431,083.52

Add for tools 3% of labour 3% 12,932.51

Add for scaffolding 5% of labour 5% 21,554.18

Cost per 102.4 Sqr 1,758,820.76

17,175.98 2,576.40 19,752.38

Preliminaries 10% 1,717.60

Total Cost 18,893.58 2,834.04 21,727.62

4

Subcontractor's rate 1 Sqr ### 17,500.00

Add: only Attendance 8% 1,400.00

Total for 1 sqr 18,900.00 2,835.00 21,735.00

Preliminaries 10% 1,890.00

Cost for 1.2 Sqr 20,790.00 3,118.50 23,908.50

4'-0" x 4'-0 " Super flex ceiling with aluminium frame work

Page 501: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

A.6

1 sqr

4'-0" x4'-0" asbestos ceiling sheet 7 Nos 380.00 2,660.00

Nails 150.00

2,810.00

Transport 10%

Labour

skilled 1.00 day 950.00 950.00

Un skilled 1.00 day 650.00 650.00 1,600.00

Add for tools 3% of labour 3% 48.00

Add for scaffolding 5% of labour 5% 80.00

4,538.00 680.70 5,218.70

Preliminaries 10% 453.80

Total Cost 4,991.80 748.77 5,740.57

Consider 156 Sq ft

Material

Tholang timber

2" x 4" timber 112.00 L ft 123.50 13,832.00

2" x 2" joists 96.00 L ft 49.00 4,704.00

Cement fiber board 156.00 Sq.ft 200.00 31,200.00

Nails & screws 3.00 kg 160.00 480.00

Asbestos ceiling sheet fix to frame work ( frame work measured seperatly )

Cement fiber board ceiling with timber frame

Page 502: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

50,216.00

Wastage 5% 0.05 2,510.80

Labour

Carpenter 1.00 Day 950.00 950.00

Un skilled 2.00 Day 650.00 1,300.00

2,250.00

Add for tools 3% of labour 0.03 67.50

Add for scaffolding 5% of labour 0.05 112.50

Cost for 156 sq.ft 55,156.80

35,356.92 5,303.54 40,660.46

Preliminaries 10% 3,535.69

Total Cost 38,892.62 5,833.89 44,726.51

5 Operation Theatre Ceiling

Unit Rate

M² 4,625.00 *

Supply and installation of ceiling system for operation Theatre at Emergency Trauma Centre Building, Teaching Hospital, Karapitiya.

'Eurometalic' ceiling system comprising of DuPontAlesta AM powder coated metal ceiling tiles installed on a concealed suspension system

Page 503: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

plain surface (not perforated)

* Notes:

Rate exclusive of 15% VAT

Mode of Payment

Advance 75%

On progress 20%

At Completion 5%

Valid for 30 days from 19.01.09

modular 'eurometalic' 600x600mm concealed panels of 0.5mm thick steel sheet accurately pressed to guarantee diamentional precision

powder coated to 80 microns thickness in white colour using 'DuPont Alesta AM' developed to provide an active hygienic coating system with excellent anti-bacterial properties

edges are specially shaped to be close mounted

vertical edges pressed to form a shape that will lock into a special spring clip with steel conduit

the complete system is suspended from the soffit above using adjusting clips and 4mm diameter galvanised hanger rods

the panels are individually demountable to ensure access to any part of the ceiling void

the perimeter manels can easily be cut when necessary and are fitted to the edge trim (quoted below)

holes for light fixtures and other shall be cut.

Page 504: New BSR 16-02-2010

MANHOLES / SEPTIC TANKS

Item Description No Depth Qty

8'-0" x6'-0" x 5'-0" concrete septic tank

1 Excavation 8 8 5.5 352

2 2" Lean concrete 8 8 64

3 6" thick base concrete 8 8 0.5 32

4 9" thick brick wall 2 8 5

2 6 5

5 Concrete for cover slab 8 8 0.42 26.88

6 Formwork for cover slab 8 6 48

7 Reinforcement for base & wall 12 2.4 28.8

16 1.8 28.8

8 Reinforcement 12 2.4 28.8

16 1.8 28.8

9 Plastering 8 6 48

2 8 5 80

2 6 5 60

MANEHOLE

Length

Breath

975

75

Main Index

Page 505: New BSR 16-02-2010

Area 3.00 3.00 2.50

9.84 9.84 8.20

Concrete Bed hight 0.15

Excavation 3.00 3.00 2.50

Screed 2" tk 3.00 3.00

Concrete Bed 3.00 3.00 0.49

Brick work 9" 36.36 2.46

Benching 2.46 2.46

Plastering 9.84 1.61

Plastering in benching 2.46 2.46

Conc. In benching 2.46 2.46 0.39

Copping Beam 36.36 0.74 0.25

14.268 0.36 0.25

750

15075

200

Page 506: New BSR 16-02-2010

Form work to beam 36.36 0.23

0.984 0.23

15.744 0.23

Form work to Slab 36.36 0.23

Concrete cover 36.36 ### 0.23

600x 600 x 600 mm Manhole

Area 0.60 0.60 0.60

Excavation 0.60 0.60 0.60

Screed 2" tk 0.60 0.60

Concrete Bed 0.60 0.60 0.33

brick walls 2.4 0.27

Formwork 4 0.60 0.27

Reinforcement 8 0.60 0.90

8 0.60 0.90

Benching 0.58 0.58

Plastering 4 0.58 0.27

Plastering in benching 0.58 0.58

Cast iron lid

1500mm dia x 1500mm height sockage pit

Area 3.14 0.75 0.75 1.50

Excavation 3.14 0.75 0.75 1.50

brick walls 3.14 1.5 1.00

Plastering 3.14 1.5 1.00

Cover slab 3.14 0.75 0.75

Page 507: New BSR 16-02-2010

1500mm dia x 2000mm height sockage pit

Area 3.14 0.75 0.75 2.00

Excavation 3.14 0.75 0.75 2.00

brick walls 3.14 1.5 1.00

Plastering 3.14 1.5 1.00

Cover slab 3.14 0.75 0.75

Q 19

Area 7.00 6.00 5.50

Excavation 7.00 6.00 5.50

Screed 2" tk 7.00 6.00

Concrete Bed 7.00 6.00 0.33

Concrete walls 26.00 5.17 0.33

Formwork 4 7.00 5.17

Reinforcement 80 5.50 ###

18 26.00 ###

22 6.00 ###

19 7.00 ###

Benching 6.34 5.34

Waterproofing 2 6.34 5.17 ###

Construction of under ground RC water sump capacity 6000 Ltr. ( Internal size 7'-0" x 6'-0" x 5'-6" ) double seal CI heavy duty access cover

Page 508: New BSR 16-02-2010

2 5.34 5.17 ###

1 6.34 5.34 ###

Plastering 2 6.34 5.17 ###

2 5.34 5.17 ###

Plastering in benching 6.34 5.34

Form work to Slab 4 6.34 0.33

Concrete cover 7.00 6.00 0.33

DDT for CI cover 6.29 1.00 0.33

Reinforcement 8 7.00 ###

63mm dia swan neck ventilation pipe

Foot valve

Ball valve

Additional labour

W 11

Area 2.00 2.00 3.00

Excavation 2.00 2.00 3.00

Screed 2" tk 2.00 2.00

Concrete Bed 2.00 2.00 0.33

Concrete walls 8.00 2.67 0.42

2' 0" dia double seal CI heavy duty access cover

Sewer manhole size internally 2'-0" x 2'-0" & depth not exceeding 3'-0" with CI Cover

Page 509: New BSR 16-02-2010

Formwork 4 2.00 2.67

Reinforcement 13 3.00 7.40

Benching 1.34 1.34

Plastering 4 1.34 2.67

Plastering in benching 1.34 1.34

Form work to Slab 4 1.34 0.33

Cast Iron cover

Additional labour

W 14

Area 2.66 3.16 1.50

Excavation 2.66 3.16 1.50

Screed 2" tk 2.66 3.16

Concrete Bed 2.66 3.16 0.33

Concrete walls 11.64 1.17 0.33

Formwork 4 2.66 1.17

Reinforcement 19 1.50 5.26

Plastering 4 2.00 1.17

Construction of RC grease trap internaly 2'-0" x1'-6" built in 6" thick RC walls(stainles steel grease removal tray)

Page 510: New BSR 16-02-2010

Plastering in benching 2.00 2.50

Form work to Slab 4 2.00 0.33

Checked plate cover

Stainless steel stainer bucket

Stainless steel lifting handle

Additional labour

W15

Area 1.00 1.00 2.00

Excavation 1.00 1.00 2.00

Screed 2" tk 1.00 1.00

Concrete Bed 1.00 1.00 0.33

Concrete walls 4.00 1.67 0.33

Formwork 4 1.00 1.67

Reinforcement 7 2.00 2.66

Benching 0.34 0.34

Plastering 4 0.34 1.67

Plastering in benching 0.34 0.34

Form work to Slab 4 0.34 0.33

M.S. grating and frame

Anticorrosive paint

Construction of CI Storm water manhole internaly 1'-0" x1'-0" built in 4" thick RC walls

Page 511: New BSR 16-02-2010

Additional labour

Page 512: New BSR 16-02-2010

Unit Rate Amount

352.00 Cu.ft 11.72 4,124.12

64.00 Sq.ft 48.53 3,105.82

32.00 Cu.ft 337.43 10,797.77

80.00 Sq.ft 158.74 12,699.20

60.00 Sq.ft 158.74 9,524.40

26.88 Cu.ft 337.43 9,070.12

48.00 Sq.ft 98.81 4,742.68

5.42 Kg 152.15 824.30

5.42 Kg 152.15 824.30

5.42 Kg 152.15 824.30

5.42 Kg 152.15 824.30

48.00 Sq.ft 37.88 1,818.36

80.00 Sq.ft 37.88 3,030.59

60.00 Sq.ft 37.88 2,272.94

64,483.21

Total Qty

112.5

Page 513: New BSR 16-02-2010

10.5 m3

90.53 Cu.ft

0.49 L.ft

22.50 Cu.ft 11.72 263.62

9.00 Sqr 48.53 436.76

4.43 Cu.ft 337.43 1,494.14

89.45 Sq.ft 158.74 14,198.59

6.05 Sq.ft 37.88 229.25

15.81 Sq.ft 37.88 599.10

6.05 Sq.ft 37.88 229.25

2.38 Cu.ft 337.43 803.73

6.60

1.27

7.87 Cu.ft 337.43 2,654.72

900

150

Page 514: New BSR 16-02-2010

8.35

0.23

3.61

12.19 Sq.ft 98.81 1,204.34

8.35 Sq.ft 98.81 824.86

328.59 Cu.ft 337.43 110,875.30

###

0.96 Cu.ft

0.22 m3 625.00 135.00

0.36 m2 566.00 203.76

0.12 m3 ### 1,618.65

0.65 m1 2,200.00 1,425.60

0.65 m2 1,300.00 842.40

1.81 kg 225.00 406.32

0.34 m2 678.00 228.08

0.63 m2 678.00 424.70

0.34 m2 678.00 228.08

1 No ### 11,696.00

17,208.58

3.48 Cu.ft

2.65 m3 625.00 1,657.37

4.71 m2 2,200.00 10,371.43

4.71 m2 678.00 3,196.29

1.77 No ### 24,087.05

39,312.13

Page 515: New BSR 16-02-2010

3.86 m3

3.54 m3 625.00 2,209.82

4.71 m2 2,200.00 10,371.43

4.71 m2 678.00 3,196.29

1.77 No ### 24,087.05

39,864.59

231.00 Cu.ft

231.00 cu.ft 15.00 3,465.00

42.00 sq.ft 51.27 2,153.34

13.86 cu.ft 358.89 4,974.22

44.36 cu.ft 358.89 15,919.86

144.76 sq.ft 90.00 13,028.40

219.28 kg 140.00 30,699.46

33.86 sq.ft 37.28 1,262.14

Page 516: New BSR 16-02-2010

154.63 sq.ft 160.00 24,740.29

120.77 sq.ft 37.28 4,502.35

33.86 sq.ft 37.28 1,262.14

8.37 sq.ft 90.00 753.19

13.86

(2.07)

11.79 cu.ft 358.89 4,229.78

10.53 kg 140.00 1,474.78

1,475.00

2,773.00

2,500.00

19,000.00

134,212.93

2,500.00

###

12.00 Cu.ft

12.00 cu.ft 15.00 180.00

4.00 sq.ft 51.27 205.08

1.32 cu.ft 358.89 473.73

8.97 cu.ft 358.89 3,219.67

Page 517: New BSR 16-02-2010

21.36 sq.ft 90.00 1,922.40

7.40 kg 140.00 1,036.66

1.80 sq.ft 37.28 66.94

14.31 sq.ft 37.28 533.52

1.80 sq.ft 37.28 66.94

1.77 sq.ft 90.00 159.19

11,600.00

19,464.14

2,500.00

21,964.14

12.61 Cu.ft

12.61 cu.ft 15.00 189.13

8.41 sq.ft 51.27 430.96

2.77 cu.ft 358.89 995.51

4.49 cu.ft 358.89 1,612.92

12.45 sq.ft 90.00 1,120.39

5.26 kg 140.00 736.19

9.36 sq.ft 37.28 348.94

Page 518: New BSR 16-02-2010

5.00 sq.ft 37.28 186.40

2.64 sq.ft 90.00 237.60

5,000.00

10,858.04

2,500.00

13,358.04

2.00 Cu.ft

2.00 cu.ft 15.00 30.00

1.00 sq.ft 51.27 51.27

0.33 cu.ft 358.89 118.43

2.20 cu.ft 358.89 791.14

6.68 sq.ft 90.00 601.20

2.66 kg 140.00 371.89

0.12 sq.ft 37.28 4.31

2.27 sq.ft 37.28 84.67

0.12 sq.ft 37.28 4.31

0.45 sq.ft 90.00 40.39

Page 519: New BSR 16-02-2010

2,097.61

2,500.00

4,597.61

Page 520: New BSR 16-02-2010

SANITARY FITTING AND ACCESSORIES

Rate Rs. Date

New Eurosmart basin mixer Grohe Nr 14,960.00 6/2/2010

New Eurosmart concealed bath mixer Grohe Nr 12,950.00 6/2/2010

Concealed body bath Grohe Nr 12,320.00 6/2/2010

Relaxa head shower buo Grohe Nr 22,810.00 6/2/2010

Lineare basin mixer Grohe Nr 34,510.00 6/2/2010

Lineare bidet mixer Grohe Nr 34,510.00 6/2/2010

Silver metalic bidet spray Grohe Nr 9,130.00 6/2/2010

Coasta sink mixer Grohe Nr 10,570.00 6/2/2010

New Eurostyle sink mixer Grohe Nr 21,340.00 6/2/2010

mintaa sink mixer Grohe Nr 58,400.00 6/2/2010

Angle valve Grohe Nr 1,850.00 6/2/2010

Angle valve Grohe Nr 1,650.00 6/2/2010

Item Description Qty Unit Rate Amount Amount Remarks

15%

O/H & Profit

Amount with profit

Fixing of Sanitary fittings with necessary accessories

Main Index

Page 521: New BSR 16-02-2010

Material

Flexible hose 1 Nos 325.00 325.00

"S" or "P" trap 1 Nos 500.00 500.00

Angle valve 1 Nos 750.00 750.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 4,325.00

13.01 Water closet

Material

Pedestal type Water closet 1 Nos 18,725.00 18,725.00

Add 15% 2,808.75

Flexible hose 1 Nos 325.00 325.00

"S" or "P" trap 1 Nos 500.00 500.00

Angle valve 1 Nos 750.00 750.00

Transport 2% 462.18

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 26,320.93

Add O/H 18% 4737.7665

31,058.69

13.02 Pedestal wash basin

Page 522: New BSR 16-02-2010

Material

Pedestal wash basin 1 Nos 10,750.00 10,750.00

Add 15% 1,612.50

Flexible hose 2 Nos 325.00 650.00

Bottel trap 1 Nos 1,350.00 1,350.00

Angle valve 1 Nos 750.00 750.00

Mixer tap 1 Nos 3,000.00 3,000.00

Transport 2% 362.25

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 21,224.75

Add O/H 18% 3820.455

25,045.21

2 Vanity wash basin

Material

Flexible hose 2 Nos 325.00 650.00

Bottle trap 1 Nos 1,350.00 1,350.00

Angle valve 2 Nos 750.00 1,500.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Vanity basin tap 1 Nos 250.00 250.00

Total basic cost 6,500.00

Page 523: New BSR 16-02-2010

13.03 Vanity wash basin

Material

Vanity wash basin 1 Nos 6,365.00 6,365.00

Add 15% 954.75

Flexible hose 2 Nos 325.00 650.00

Bottel trap 1 Nos 1,350.00 1,350.00

Angle valve 1 Nos 750.00 750.00

Mixer tap 1 Nos 3,000.00 3,000.00

Transport 2% 261.40

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 16,081.15

Add O/H 18% 2,894.61

18,975.75

3 Flexible showers

Material

Flexible hose 2 Nos 325.00 650.00

Angle valve 2 Nos 750.00 1,500.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Page 524: New BSR 16-02-2010

Total basic cost 4,900.00

4 Bidet spry

Material

Flexible hose 1 Nos 325.00 325.00

Angle valve 1 Nos 750.00 750.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 3,825.00

13.06 Bidet spry

Material

Bidet spry 1 Nos 2,700.00 2,700.00

Flexible hose 1 Nos 325.00 325.00

Angle valve 1 Nos 750.00 750.00

Transport 2% 75.50

Labour

Fixing charges 1 Item 750.00 750.00

Total basic cost 4,600.50

Add O/H 18% 828.09

5,428.59

Page 525: New BSR 16-02-2010

SUPPLY & FIX MIRRORS Mansoor

Consider 20 Sq.ft

Material

Mirror 20.00 Sq.ft 845.00 16,900.00

Screws & bolts 4.00 Nos 8.35 33.40

16,933.40

Transport 10% 1,693.34

Labour

Skilled 0.25 day 950.00 237.50

Un skilled 0.25 day 650.00 162.50

400.00

19,026.74

Add O/H & profit 25% 25% 4,756.69

Cost for 20 Sq.ft 23,783.43

Cost for 1 Sq.ft 1,189.17

5 1/2" bib tap

Labour

Fixing charges 1 Item 250.00 250.00

Total basic cost 250.00

13.04 Jacuzzi bath

Material

Page 526: New BSR 16-02-2010

Jacuzzi bath 1 Nos ### 130,000.00

Add 15% 19,500.00

Flexible hose 2 Nos 325.00 650.00

Angle valve 3 Nos 750.00 2,250.00

Mixer tap 1 Nos 3,000.00 3,000.00

Transport 2% 3,108.00

Labour

Fixing charges 1 Item 3,500.00 3,500.00

Total basic cost 162,008.00

Add O/H 18% 29,161.44

191,169.44

6 Bath tub

Material

Flexible hose 2 Nos 325.00 650.00

Conceal value 1 Nos 1,350.00 1,350.00

Angle valve 2 Nos 750.00 1,500.00

Labour

Fixing charges 1 Item 3,500.00 3,500.00

Total basic cost 7,000.00

13.05 mirror Size 700 x 1100 0.77 m2 3,766.00 2,899.82

Pencil 3.6 L.m 148.00 532.80

Punching 4 Nos 50.00 200.00

Nuts 4 Nos 25.00 100.00

Page 527: New BSR 16-02-2010

Transport 2% 74.65

Labour

Fixing charges 1 Item 500.00 500.00

Total basic cost 4,307.27

Add O/H 18% 775.31

5,082.58

7 Accessories

Labour

Fixing charges

Paper holder 200.00

Soap holder 200.00

towel rail 200.00

tooth brush holder 200.00

cloth pegs 200.00

1,000.00

8 Builder's work

Excavation 10 Cu.ft 14.00 140.00

Back filling 10 Cu.ft 15.00 150.00

mass concrete 3.3 Cu.ft 285.00 940.50

1,230.50

123.05

Page 528: New BSR 16-02-2010

13.07 shower mixer spray

Material

shower mixer spray 1 Nos 6,000.00 6,000.00

Flexible hose 2 Nos 325.00 650.00

wall mounted tap 1 Nos 750.00 750.00

Transport 2% 148.00

Labour

Fixing charges 1 Item 1,200.00 1,200.00

Total basic cost 8,748.00

Add O/H 18% 1,574.64

10,322.64

13.08 towel rail

32 dia 600mtr towel rail 1 no 2,000.00 2,000.00

Nuts 4 no 25.00 100.00

Transport 2% 42.00

Labour

Fixing charges 1 Item 300.00 300.00

Total basic cost 2,442.00

Add O/H 18% 439.56

2,881.56

13.09 sigle bowl stainless steel sink

Page 529: New BSR 16-02-2010

Material

sigle bowl stainless steel sink 1 Nos 8,500.00 8,500.00

Flexible hose 2 Nos 325.00 650.00

Bottel trap 1 Nos 2,750.00 2,750.00

Angle valve 1 Nos 750.00 750.00

Swell type piller tap 1 Nos 2,500.00 2,500.00

Mixer tap 1 Nos 3,000.00 3,000.00

Transport 2% 363.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 21,263.00

Add O/H 18% 3,827.34

25,090.34

13.1 Double bowl stainless steel sink

Material

Double bowl stainless steel sink 1 Nos 15,000.00 15,000.00

Flexible hose 2 Nos 325.00 650.00

Bottel trap 1 Nos 2,750.00 2,750.00

Angle valve 1 Nos 750.00 750.00

Swell type piller tap 1 Nos 2,500.00 2,500.00

Mixer tap 1 Nos 3,000.00 3,000.00

Transport 2% 493.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 27,893.00

Page 530: New BSR 16-02-2010

Add O/H 18% 5,020.74

32,913.74

13.12 Soap tray

Soap tray 1 No 1,500.00 1,500.00

Screws 2 No 25.00 50.00

Transport 2% 31.00

Labour

Fixing charges 1 Item 200.00 200.00

Total basic cost 1,781.00

Add O/H 18% 320.58

2,101.58

13.13 1/2" Garden tap

1/2" Garden tap 1 No 750.00 750.00

Transport 2% 15.00

Labour

Fixing charges 1 Item 250.00 250.00

Total basic cost 1,015.00

Add O/H 18% 182.70

Page 531: New BSR 16-02-2010

1,197.70

Water pump 1 15,720.00 15,720.00

Gate valve 3 1,650.00 4,950.00

Non retern valve 1 2,000.00 2,000.00

Transport 2% 453.40

Labour

Fixing charges 1 Item 2,000.00 2,000.00

Total basic cost 25,123.40

Add O/H 18% 4,522.21

29,645.61

Water pump 1 44,000.00 44,000.00

Gate valve 3 1,650.00 4,950.00

Non retern valve 1 2,000.00 2,000.00

Transport 2% 1,019.00

Labour

Fixing charges 1 Item 2,000.00 2,000.00

Total basic cost 53,969.00

Add O/H 18% 9,714.42

Page 532: New BSR 16-02-2010

63,683.42

Water pump 1 32,500.00 32,500.00

Gate valve 3 1,650.00 4,950.00

Non retern valve 1 2,000.00 2,000.00

Transport 2% 789.00

Labour

Fixing charges 1 Item 2,000.00 2,000.00

Total basic cost 42,239.00

Add O/H 18% 7,603.02

49,842.02

Q16

Materials

1 No 28,543.00 28,543.00

Gate valve 2 No 1,650.00 3,300.00

Non-Return valve 1 No 2,000.00 2,000.00

Balancing valve 1 No 2,000.00 2,000.00

Stainer 1 No 2,000.00 2,000.00

Float switch panel 1 No 650.00 650.00

Control panel 1 No 75,000.00 75,000.00

Tarter 1 No 10,300.00 10,300.00

solvent cement 75.00 grms 2.28 171.00

Supply & install centrifugal electric water pump

Electric water pump (Delivery 2000gl/hr@ 12Mtr

Page 533: New BSR 16-02-2010

Other Item 1,000.00 1,000.00

GI Pipe 1 No -

Transport 2% 2,499.28

Labour

Fixing charges 1 Item 2,000.00 2,000.00

129,463.28

Q17

Materials

1 No ### 125,000.00

solvent cement ### grms 2.28 228.00

Tarter 1 No 10,300.00 10,300.00

Transport 2% 2,710.56

Labour

Fixing charges 1 Item 2,000.00 2,000.00

140,238.56

Q18

Materials

1000Ltr water tank 1 No 12,000.00 12,000.00

Gate valve 2 No 1,650.00 3,300.00

Non-Return valve 1 No 2,000.00 2,000.00

solvent cement 75.00 grms 2.28 171.00

Other Item 1,000.00 1,000.00

Transport 2% 369.42

Supply & install Pressure boosting package near the over head tank

65 Ltr per per minits at 30psi. Pressure tank

Supply & install 1000 Ltr plastic water tank

Page 534: New BSR 16-02-2010

Labour

Fixing charges 1 Item 2,000.00 2,000.00

20,840.42

Q20

Assume 50 L.ft

Materials

32mm pipe 50.00 l.ft 49.23 2,461.54

clipe & nails 160.00

solvent cement 75.00 grms 2.28 171.00

Others 1,280.00

4,072.54

Labour

skilled labourer 0.75 day 950.00 712.50

U/sk labour 0.75 day 650.00 487.50

1,200.00

3% for tool 36.00

5% for Scaffolding 60.00

5,368.54

107.37

Q21 Supply & fix 1" dia gate valve

Materials

1" dia gate valve 1 No 1,650.00 1,650.00

32mm dia. Pumping main to over head tank from sump

Page 535: New BSR 16-02-2010

solvent cement 10.00 grms 2.28 22.80

Transport 2% 33.46

Labour

Fixing charges 1 Item 500.00 500.00

2,206.26

Q22

Assume 50 L.ft

Materials

25mm pipe 50.00 l.ft 33.00 1,650.00

clipe & nails 160.00

solvent cement 75.00 grms 2.28 171.00

Others 880.00

2,861.00

Labour

excavation 0.75 day 950.00 712.50

skilled labourer 0.75 day 950.00 712.50

U/sk labour 0.75 day 650.00 487.50

1,912.50

3% Tools 57.38

5% Scaffolding 95.63

4,926.50

98.53

Q31

Materials 287

20mm hot water pipe ### l.ft 87.50 8,750.00

20mm ' T ' joint 5.00 No 145.00 725.00

Laying of 25mm supply main from the road & to the sump as shown in drawing

20mm polypropylene pipe or equivalent hot water

Page 536: New BSR 16-02-2010

20mm Elbow 3.00 No 100.00 300.00

20mm Lugged Elbow 8.00 No 240.00 1,920.00

20mm Clip 67.00 No 19.14 1,282.38

Concrete nail with roll plug ### No 5.00 665.00 13,642.38

Transport 2% 272.85

Wastage 5% 682.12

LabourPlumber 10.50 day 950.00 9,975.00

U/sk labour 10.50 day 650.00 6,825.00

16,800.00

3% of Tools 504.00

5% of Scaffolding 840.00

32,741.35

327.41

Q32

100 L.ft

Materials

15mm hot water pipe ### l.ft 70.12 7,012.20

15mm ' T ' joint 5.00 No 65.00 325.00

15mm Elbow 3.00 No 60.00 180.00

15mm Lugged Elbow 8.00 No 195.00 1,560.00

15mm Clip 67.00 No 19.14 1,282.38

Concrete nail with roll plug ### No 5.00 665.00 11,024.58

Transport 2% 220.49

Wastage 5% 551.23

15mm polypropylene pipe or equivalent hot water

Page 537: New BSR 16-02-2010

LabourPlumber 10.50 day 950.00 9,975.00

U/sk labour 10.50 day 650.00 6,825.00

16,800.00

3% of Tools 504.00

5% of Scaffolding 840.00

29,940.30

299.40

Q33

Materials

10mm hot water pipe ### l.ft 60.98 6,097.56

10mm ' T ' joint 8.00 No 65.00 520.00

10mm Elbow 7.00 No 60.00 420.00

10mm Lugged Elbow 11.00 No 195.00 2,145.00

10mm Clip ### No 19.14 1,914.00

Concrete nail with roll plug ### No 5.00 1,000.00 12,096.56

Transport 2% 241.93

Wastage 5% 604.83

LabourPlumber 10.50 day 950.00 9,975.00

U/sk labour 10.50 day 650.00 6,825.00

16,800.00

3% of Tools 504.00

5% of Scaffolding 840.00

31,087.32

10mm polypropylene pipe or equivalent hot water

Page 538: New BSR 16-02-2010

310.87

Q34

Materials

solar hot water panel 300 Ltr 1 No ### 198,000.00

Others 2,000.00 2,000.00

200,000.00

Q36 1 1/2" dia gate valve

Materials

1 1/2" dia gate valve 1 No 4,800.00 4,800.00

solvent cement 5.00 grms 2.28 11.40

Transport 2% 96.23

Labour

Fixing charges 1 Item 200.00 200.00

5,107.63

Q37 1 1/4" dia gate valve

Materials

1 1/4" dia gate valve 1 No 3,600.00 3,600.00

solvent cement 5.00 grms 2.28 11.40

Transport 2% 72.23

Supply & fix solar hot water panel 300 Ltr

Page 539: New BSR 16-02-2010

Labour

Fixing charges 1 Item 200.00 200.00

3,883.63

Q38 1" dia gate valve

Materials

1" dia gate valve 1 No 2,450.00 2,450.00

solvent cement 5.00 grms 2.28 11.40

Transport 2% 49.23

Labour

Fixing charges 1 Item 200.00 200.00

2,710.63

Q39 3/4" dia gate valve

Materials

3/4" dia gate valve 1 No 1,950.00 1,950.00

solvent cement 5.00 grms 2.28 11.40

Transport 2% 39.23

Labour

Fixing charges 1 Item 200.00 200.00

2,200.63

Q40 1/2" dia gate valve

Page 540: New BSR 16-02-2010

Materials

1/2" dia gate valve 1 No 1,475.00 1,475.00

solvent cement 5.00 grms 2.28 11.40

Transport 2% 29.73

Labour

Fixing charges 1 Item 200.00 200.00

1,716.13

Sanitary fittings

Q42

Material

Flexible hose 1 Nos 325.00 325.00

"S" or "P" trap 1 Nos 500.00 500.00

Angle valve 1 Nos 750.00 750.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 4,325.00

Q43 Fixing of Vanity wash basin

Material

Flexible hose 2 Nos 325.00 650.00

Bottel trap 1 Nos 1,350.00 1,350.00

Angle valve 2 Nos 750.00 1,500.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Fixing of pedestal type of water closet

Page 541: New BSR 16-02-2010

Total basic cost 6,250.00

Q44

Flexible hose 2 Nos 325.00 650.00

Bottel trap 1 Nos 1,350.00 1,350.00

Angle valve 1 Nos 750.00 750.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 5,500.00

Q45

Material

Flexible hose 2 Nos 325.00 650.00

Bottel trap 1 Nos 1,350.00 1,350.00

Angle valve 2 Nos 750.00 1,500.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 6,250.00

Q46

Fixing of Stainless steel sink double bowl sigle drain (Mixer tap)

Fixing of Stainless steel sink double bowl sigle drain (single tap)

Fixing of Mirror (pencil edge Size 2'-6" x 2'-0"

Page 542: New BSR 16-02-2010

Pencil 9 L.ft 45.00 405.00

holl making 4 Nos 50.00 200.00

Nuts 4 Nos 25.00 100.00

Labour

Fixing charges 1 Item 500.00 500.00

Total basic cost 1,205.00

Q47

Material

1 Nos -

Flexible hose 2 Nos 325.00 650.00

Angle valve 1 Nos 750.00 750.00

Mixer tap 1 Nos -

Transport 2% 28.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 4,178.00

Q48

Material

Flexible hose 2 Nos 325.00 650.00

Supply & fix chromium plated telephon head shower spray with concealed type shower (Mixer tap)

chromium plated telephon head shower

Fix chromium plated telephon head shower spray with control type shower (Mixer tap)

Page 543: New BSR 16-02-2010

Angle valve 1 Nos 750.00 750.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 4,150.00

Q49

Material

Flexible hose 1 Nos 325.00 325.00

Angle valve 1 Nos 750.00 750.00

Labour

Fixing charges 1 Item 2,750.00 2,750.00

Total basic cost 3,825.00

Q50

Labour

Fixing charges 1 Item 250.00 250.00

Total basic cost 250.00

Q51

Fixing of approved quality hand spray bidet comprising

Fixing of stainless steel towel rail 32 dia.

Fixing of stainless steel brass pegs with double hanging hooks fixed to doors

Page 544: New BSR 16-02-2010

Labour

Fixing charges 1 Item 250.00 250.00

Total basic cost 250.00

Q52 Fixing of stainless steel soap tray

Labour

Fixing charges 1 Item 250.00 250.00

Total basic cost 250.00

Q50

1/2" dia. C.P Garden tap 1 Nos 365.00 365.00

solvent cement 5.00 grms 2.28 11.40

Labour

Fixing charges 1 Item 200.00 200.00

576.40

W17

Consider 50 L.ft

Materials

Supply & fix 1/2" dia. C.P Garden tap

Supply & fix 110 dia. uPVC (Type400)

Page 545: New BSR 16-02-2010

110mm pipe 50.00 L.ft 195.60 9,780.00

Solvent cement ### Grms 2.28 342.00

Other 15,000.00

25,122.00

Labour

Excavation 0.75 Day 650.00 487.50

Skilled labourer 0.75 Day 950.00 712.50

U/sk labour 0.75 Day 650.00 487.50

1,687.50

Add: 3% Tools 3% 50.63

Add: 5% Scaffolding 5% 84.38

26,944.50

538.89

C

Materia

Supplu of motar pump 1 Nos 15,000.00 15,000.00

cement 0.25 Cement 740.00 185.00

Sand 0.01 Cube 7,500.00 75.00

Allum for pipe 1 Item 500.00 500.00

15,760.00

Transport 10% 1,576.00

Labour

Mason 0.50 day 950.00 475.00

Un skilled 0.50 day 650.00 325.00

Plumber 0.50 day 950.00 475.00 475.00

Supply and Fix water pump including valve

Page 546: New BSR 16-02-2010

Tools 3% 14.25

17,825.25

O/H & Profit 25% 4,456.31

Total Cost 22,281.56

Water Geyser

Material

30L Water geyser 1.00 Nos 16,500.00 16,500.00

Angle valve 2.00 Nos 750.00 1,500.00

Flexible hoses 2.00 Nos 325.00 650.00 18,650.00

Labour

Skilled 1.00 Day 950.00 950.00

Un skilled 1.00 Day 650.00 650.00 1,600.00

Tools 3% 48.00

Cost for 1 Nos 20,298.00

Supply & Fix Squatting fan

Material

Squatting pan 1 No 549.00 549.00

Cement bedding 200.00

Labour

Fixing charges 1 Item 750.00 750.00

Page 547: New BSR 16-02-2010

Total basic cost 1,499.00

Supply & Fix Shower

Material

Shower head 1 Nos 150.00 150.00

Solvent cement 50.00

Labour

Fixing charges 1 Item 200.00 200.00

Total basic cost 400.00

Page 548: New BSR 16-02-2010

TIMBER WORKS

Item Description Qty Unit Rate Amount Amount

15%

1

785.57

Consider 10' 0"x10' 0" area

Material ( balaw)

2"x 4" timber 60.00 L ft 135.50 8,130.00

2"x 2" timber 60.00 L ft 55.00 3,300.00

3/4" thick timber plank (Kmbuk) 100.00 Sq ft 450.00 45,000.00

Nails 5 kg 160.00 800.00

57,230.00

Wastage 5% 0.05 2,861.50

Timber plaking

Labour

Carpenter 2 days 950.00 1,900.00

Un skilled 1 day 650.00 650.00

2,550.00

Add for tools 3% of labour 0.03 76.50

Add for scaffolding 5% of labour 0.05 127.50

62,845.50

O/H & Profit

Amount with profit

Timber deck with 2" x4 ", 2"x 2" fram and 3/4" thick kubuk plank

Main Index

Page 549: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with profit

Add O/H & profit 0.25 15,711.38

Cost for 1 Sqr 78,556.88

Assume 1'-4" wide 75 L.ft long 6.25 1 sqr

Materials

1" thick, 6" width yellow Balue 91.44 Sq.ft 292.00 26,699.75

Nut & bolts 550.00 No 10.00 5,500.00

sand paper 5.00 no 40.00 200.00

brush 0.10 no 595.00 59.50

32,459.25

Transport 7% 2,272.15

Labour

skilled labourer 1.00 day 950.00 950.00

un /skilled labourer 1.00 day 650.00 650.00

1,600.00

3% of labour cost 48.00

Paint

Timber Planking 91.44 Sq.ft 10.00 914.38

wood preservative 7.32 Cu.ft 263.00 1,923.85

wood Treatment 91.44 sq.ft 20.00 1,828.75

Water base lacqer 182.88 sq.ft 88.00 16,093.00

1" thick, 6" width yellow Balue timber plank fixed on RCC beams with 1/2" gap finished with two coats of water based lacqer

Page 550: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with profit

20,759.97

57,139.37

3 6" high kubuk skirting Mansoor

Consider 10 L.ft

Material

Kumbuk Plank 10.00 L ft 175.00 1,750.00

Wastage 10% 10% 175.00

Nails 20.00 8.35 167.00

Wood presevative 250.00

2,342.00

Labour

Skilled 1 day 950.00 950.00

Un skilled 1 day 650.00 650.00

1,600.00

Add 3% for tools 3% 48.00

3,990.00

Add O/H & profit 25% 25% 997.50

4,987.50

Cost for one L ft 498.75

4

Mansoor

Staircase hand rail including copper posr.

Page 551: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with profit

Consider 12 L.ft

Material

2"x4" teak hand rail 12.00 L.ft 625.00 7,500.00

S/S Cable 48.00 L.ft 250.00 12,000.00

Copper post (1"x2 1/4"x2'9") 4.00 Nos 3,000.00 12,000.00

31,500.00

Labour

Skilled 7.00 day 900.00 6,300.00

Un skilled 4.00 day 650.00 2,600.00

8,900.00

Add 3% for tools 3% 267.00

40,667.00

Add O/H & profit 25% 25% 10,166.75

50,833.75

Cost for 1 L.ft 4,236.15

Assume 10 L.ft

Materials

3" x 2" Teak 10.00 L.ft 700.00 7,000.00

2" Flat iron 10.00 L.ft 68.42 684.20

3" x 2" teak timber member fixed to 2" thick flat iron wiyh welded to 5/8" dia mild steel round bar spaces fixed to wall all complete as per detail drawing

Page 552: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with profit

5/8" mild steel round bar 72.00 L.ft 22.03 1,585.96

Bolt & Nuts 15.00 No 10.00 150.00

Welding rod 5.00 No 10.00 50.00

sand paper 5.00 No 35.00 175.00

Anchor bolt etc 360.00

10,005.16

Transport 7% 700.36

Welding plant 1.00 hour 312.50 312.50

Labour

Skilled Labour 3.00 day 950.00 2,850.00

Un / skilled Labour 2.00 day 650.00 1,300.00

4,150.00

Paint

Tmber planking 10.00 L.ft 10.00 100.00

Tmber painting (spry) 11.60 Sq.ft 115.00 1,334.00

Iron paint

Anti corosive 1.50 Ltr 586.00 879.00

Steel primer 1.00 Ltr 973.00 973.00

Black eggshell paint 1.50 Ltr 542.00 813.00

Tinner 2.00 Ltr 338.00 676.00

Brush 1/2" 1.00 no 100.00 20.00

4,795.00

19,963.03

1,996.30 299.45 2,295.75

prilimineries 10% 0.10 1,996.30

21,959.33

Cost per L.ft 2,195.93 329.39 2,525.32

Page 553: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with profit

5

Material

1' 0" width "U" Iron 22.33 L.ft 2,600.00 58,058.00

"L" Iron 84.00 L.ft 125.00 10,500.00

25mm Tor steel rod 7.06 kg 260.00 1,834.90

1 1/2" thick Kumbuk timber 90.00 Sq.ft 450.00 40,500.00

1:2:4 Concrete 0.20 Cube 38,400.00 7,587.84

3/4" Screws 100.00 Nos 5.58 558.00

Glue 4.00 Ltr 175.00 700.00

119,738.74

Add 10% for wastage 10% 11,973.87

Add 5% for transport 5% 5,986.94

Labour

Skilled Labour 5.00 day 950.00 4,750.00

Un Skilled Labour 5.00 day 650.00 3,250.00

8,000.00

Add 3% for tools 3% 240.00

Add 5% for scaffolding 5% 400.00

146,339.55

Add O/H & profit 25% 25% 36,584.89

Cost for Staircase 182,924.44

6 TIMBER LATTIS 676.82 Kiri

Consider 3.41 Sqr (48.75' x 7')

Timber staircas support with "U" Iron

Page 554: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with profit

Material

2" x 2" battens 500.00 L.ft 45.00 22,500.00

2" x 1" reepers 3,920.00 L.ft 27.00 105,840.00

128,340.00

Wastage 10% 10% 12,834.00

Transport 7% 7% 8,983.80

Nails & screws 14.00 160.00 2,240.00

2,240.00

Labour

Planing charges 3,920.00 L.ft 7.00 27,440.00

Skilled 3.00 Day 950.00 2,850.00

Un skilled 3.00 Day 650.00 1,950.00

4,800.00

Basic cost 184,637.80

Add O/H & profit 25% 25% 46,159.45

Cost per 3.41 Sqr 230,797.25

Cost per Sqr (without polish) 67,682.48

Material

8" dia app 9' 6" high columns 1.00 Nos 6,000.00 6,000.00

Transport 5% 300.00 6,300.00

Pressure impregnated,mature coconut, sealed 8"x8" square ends finished smooth

Page 555: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with profit

labour

Planking charges

Post making & Fixing charges 650.00 650.00

Tools 3% 19.50

Cost for one Post 6,969.50

Galvanized iron angle iron

For 1 pair

Material

100x 75x 8mm angle iron 1.33 L.ft 750.00 1,000.00

12mm bolts 2.00 nos 300.00 600.00 1,600.00

Labour

Un skilled 0.25 Day 650.00 162.50 162.50

Cost for one pair 1,762.50

Concrete encasing to anchor bolts

For 1 No 2' 0"x8"x6"

Material

Concrete (grade 20) 0.66 Cu.ft 297.00 196.02

Wastage 5% 9.80 205.82

Labour

Skilled 0.1 Day 950.00 95.00

Un skilled 0.1 Day 650.00 65.00 160.00

Tools 3% 4.80

Cost for 1 nos 370.62

Page 556: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with profit

0.33

19.71

For 8" dia 9' 6" high column

Material

Water based Sandind sealer 0.83 Ltr 820.00 680.60

Wood stain 0.83 Ltr 656.25 544.69

Wood finishing 1.25 Ltr 805.00 1,006.25

Sand paper 10.00 Nos 40.00 400.00

Canvas 10.00 l.ft 65.00 650.00

Brush 0.25 Nos 595.00 148.75 3,430.29

Wastage 5% 171.51

Labour

Skilled 1.00 Day 950.00 950.00

Unskilled 2.00 Day 650.00 1,300.00 2,250.00

Add 3% for tools 67.50

Cost for 1 Sqr 5,919.30

Cost for 1 Sq.ft 59.19

1,166.69

Skirting moulded top edge

4" x 1/2" high straight timber

Prepair and apply two coats water based sanding sealer, stain and two finishing coats on Coconut.

Cost for 8" dia 9' 6" high column (19.71 Sq.ft)

Page 557: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with profit

Consider 10 L.ft

Material

4" x 1/2" high straight timber 10.00 L ft 200.00 2,000.00

Wastage 10% 10% 200.00

Transport 10% 200.00

Nails 20.00 8.35 167.00

Wood presevative

2,567.00

Labour

Skilled 0.5 day 950.00 475.00

Un skilled 0.5 day 650.00 325.00

800.00

Add 3% for tools 3% 24.00

Cost for 10 L ft 3,391.00

Cost for 1 L ft 339.10

B Teak panneled door

D 4 (1200x3000)

Material

Door sash 38.74 Sq ft 650.00 25,178.40

Wastage 10% 25,178.40

2,517.84

Labour 38.74 Sq ft 350.00 13,557.60

Page 558: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with profit

Tools 3% 406.73

Cost for Door sash 41,660.57

F Antique Door

(1200x2100)

Material

Door sash 27.12 Sq ft 450.00 12,201.84 12,201.84

Cost for Door sash 12,201.84

Ex 03 2" x 1" Lattis area For 3.41 Sqr

48'- 9" x 7'- 0"

Material

2" x 2" reepers 92.00 L.ft 45.00 4,140.00

2" x 1" reepers 2,341.43 L.ft 27.00 63,218.57

67,358.57

Wastage 15% 10,103.79

Transport 10% 6,735.86

Wood Preservative 5,500.00

Nails & screws 14.00 160.00 2,240.00

Page 559: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with profit

Labour

Planing charges 2,433.43 L.ft 7.00 17,034.00

Skilled 3.00 Day 950.00 2,850.00

Un skilled 3.00 Day 650.00 1,950.00 4,800.00

Basic cost 113,772.21

Add O/H & profit 25% 28,443.05

142,215.27

Cost per Sqr (without polish) 41,705.36

Mansoor

Consider 32 Sq.ft

Material

1" thick kubuk plank 32.00 Sq ft 450.00 14,400.00

Wastage 10% 10% 1,440.00

Wood preservative 150.00

15,990.00

Labour

Skilled 0.50 days 950.00 475.00

Un skilled 0.50 days 650.00 325.00

800.00

Tools 3% 3% 24.00

Planning charges 340.00

340.00

17,154.00

SUPPLY & FIX KUMBUK PLANK TO VENITY TOP

Page 560: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with profit

Add O/H & profit 25% 25% 4,288.50

Cost for 1 Sqr 21,442.50

Cost for 1 Sq.ft 670.08

Pantry Cupboard

L.ft 15,000.00

L.ft 20,000.00

L.ft 18,500.00

L.ft 9,200.00

Complete mahogany pantry cupboard ( Bottom and upper )

Complete Teak pantry cupboard ( Bottom and upper )

Mahogany cacase and surface teak pantry cupboard ( Bottom and upper )

Complete MDF pantry cupboard ( Bottom and upper )

Page 561: New BSR 16-02-2010

Remarks

Page 562: New BSR 16-02-2010

Remarks

Buller's

Page 563: New BSR 16-02-2010

Remarks

134

Page 564: New BSR 16-02-2010

Remarks

3.14285714285714

Page 565: New BSR 16-02-2010

STEEL WORKS

Item Description Qty Unit Rate Amount Amount

15%

1 STEEL DOOR

Supply and fixing of steel door

9' 2" x 6' 10" (0.6 sqr)

Material

50 x 50 x 6 mm box iron 3.00 Nos 1,346.09 4,038.27

25 x 25 x 3 mm box iron 10.00 Nos - -

Door lock 1.00 Nos 6,900.00 6,900.00

Hinges 4.00 Nos 1,100.00 4,400.00

Welding rods 5.00 kg -

Cutting disks 6.00 Nos -

Oil primer 4.00 Liters -

Enamal paint 4.00 Liters 553.00 2,212.00

17,550.27

Labour

For fabricating and fixing

Skilled lobour 3.00 days - -

O/H & Profit

Amount with profit

Main Index

Page 566: New BSR 16-02-2010

Un skilled 4.00 days 123.50 494.00

For painting

Skilled lobour 1.00 days - -

494.00

ADD 3% for tools 3% 14.82

18,059.09

30,098.48 4,514.77 34,613.26

prilimineries 10% 0.1 1,805.91

Cost for 0.6 sqr 19,865.00

Cost for 1 sqr 33,108.33 4,966.25 38,074.58

2 HAND RAIL

Fixing of wall hand rail (10 L.ft)

Material

50mm dia G.I pipe 10.00 L.ft 1,900.00 19,000.00

12mm M.S rods 40.00 L.ft -

6mm M.S plates 4.00 nos -

16mm dia ancher bolts 16.00 nos -

Welding rods 2.00 kg -

Primer 0.50 lts -

Auto colour paint 0.50 lts -

Additional promote 0.50 lts -

19,000.00

Labour

For fabricating and fixing

Page 567: New BSR 16-02-2010

Skilled lobour 2.00 days - -

Un skilled 3.00 days 123.50 370.50

370.50

ADD 3% for tools 0.03 11.12

Cost for 1 sqr without prilimineries 19,381.62

1,938.16 290.72 2,228.89

prilimineries 10% 0.10 1,938.16

Cost for10 L.ft 21,319.78

Cost for 1 L.ft 2,131.98 319.80 2,451.77

3 SUPPLY & FIX " H" BEAM

Material

" H" beam 350x175x41.5kg 1 Nos 47,300.00 47,300.00

Bolt 8 Nos 150.00 1,200.00

10mm plate 2 sq.ft 1,100.00 2,200.00

50,700.00

Transport 3,500.00

Labour

Sk 1 Days 950.00 950.00

Un/sk 1 Days 650.00 650.00

1,600.00

Small tools 3% 3% 48.00

Scafolding 5% 5% 80.00

Page 568: New BSR 16-02-2010

55,928.00 8,389.20 64,317.20

prilimineries 10% 0.10 5,592.80

Cost for above Item 61,520.80 9,228.12 70,748.92

3 G.I LADDER

Assume 35 L.ft

Material

4/3" G.I. pipe 70.00 L.ft 64.21 4,494.74

35.00 L.ft 62.11 2,173.68

10% wastage 666.84

Welding rods Item 600.00

Welding plant 1.00 Day 2,500.00 2,500.00

Grinding Item 900.00

11,335.26

Transport 10% 1,133.53

Labour

Skillded 4.00 Day 950.00 3,800.00

Un/skilled 4.00 Day 650.00 2,600.00

6,400.00

Tools 3% 192.00

Scafallding 5% 320.00

1/2" G.I. pipe solied

Page 569: New BSR 16-02-2010

19,380.79

553.74 83.06 636.80

prilimineries 10% 0.10 1,938.08

21,318.87

Cost per 1 L.ft 609.11 91.37 700.48

Roller Shutter

Morter 1.00 No 35,000.00 35,000.00

Roller Shutter 200.00 Sq.ft 700.00 140,000.00

175,000.00 26,250.00 201,250.00

875.00 131.25 1,006.25

prilimineries 10% 0.10 17,500.00

192,500.00 28,875.00 221,375.00

Cost per Sq.ft 962.50 144.38 1,106.88

Balcony Terrace Railling

Assume 10 L.ft

Over size 20'-0" x 10'-0" (type RD1 200Sq.ft)

2" Diameter galvanized iron (Horizontzl) with 1" dia m/s rood (Vertical @ 8" centers) fixed to horizontzl galvanized bar & fixed to wall

Page 570: New BSR 16-02-2010

Materials

2" Diameter galvanized iron 10.00 L.ft 222.11 2,221.10

1" dia m/s 4.00 L.ft 52.63 210.52

Achobolt 1.00 Item 100.00 100.00

Welding rod 5.00 No 10.00 50.00

sand paper 3.00 No 35.00 105.00

2,686.62

Transport 7% 188.06

Welding plant 1.00 hour 312.50 312.50

Labour

Skilled Labour 2.00 day 950.00 1,900.00

Un / skilled Labour 2.00 day 650.00 1,300.00

3,200.00

Iron paint

Anti corosive 0.75 Ltr 586.00 439.50

Steel primer 1.00 Ltr 973.00 973.00

Black eggshell paint 0.50 Ltr 542.00 271.00

Tinner 1.00 Ltr 338.00 338.00

Brush 1/2" 1.00 no 100.00 20.00

2,041.50

8,428.68

842.87 126.43 969.30

prilimineries 10% 0.10 842.87

9,271.55

Page 571: New BSR 16-02-2010

Cost per L.ft 927.16 139.07 1,066.23

Weld mesh Galvanized iron

Assume 1 Sqr

100.00 Sq.ft 45.00 4,500.00

Wastage 5% 225.00

Wastage 5% 225.00

Allow for galvanizing 1,000.00

Labour

Skill 0.20 Day 950.00 190.00

Un Skill 0.20 Day 650.00 130.00

Per Sqr 6,270.00

62.70

Railing

Consider 10 L.ft

Weld mesh Galvanized iron (3.15mm)

1 1/2" primer & painted G I hand rail with fixing bracket 12mm G I painted rods with timber railing @ 2' 0" c/c as detail

Page 572: New BSR 16-02-2010

Material

1 1/2" G I hand rail 10.00 L.ft 100.00 1,000.00

12mm GI rods @ 2' 0" c/c 6.00 l.ft 32.00 192.00

fixing brackets 600.00

Allow sum for galvanized 500.00 2,292.00

Wastage 10% 229.20

Labour

Skilled 1.00 day 950.00 950.00

Un skilled 2.00 day 650.00 1,300.00 2,250.00

Add 3% for tools 67.50

Cost for 10 L ft 4,838.70

Cost for 1 L ft 483.87

1,750.00

Ex.40 Supply And fix Cast Iron lids for manhols and gullys.

Material

12" x 12" Rainwater Gully cover 12.00 Nos 4,980.00 59,760.00

18" x 18" Gully cover 5.00 Nos 10,800.00 54,000.00

30" x 20" Gully cover 2.00 Nos 14,900.00 29,800.00

26" x 24" Gully cover 2.00 Nos 11,696.00 23,392.00

24" x 24" Gully cover 1.00 Nos 11,696.00 11,696.00

12" x 12" Dranage cover 1.00 Nos 3,950.00 3,950.00

20" x 25" Gully cover 1.00 Nos 11,696.00 11,696.00

14" x 14" Gully cover 1.00 Nos 6,780.00 6,780.00

Page 573: New BSR 16-02-2010

21" x 21" Gully cover 1.00 Nos 11,696.00 11,696.00

Cement 1.00 bag 780.00 780.00

Sand 0.09 cube 7,500.00 675.00

Water 12.00 gal 0.50 6.00

Transport 10% 214,231.00

21,423.10

Labour

Skilled 6.00 Day 950.00 5,700.00

Un skilled 6.00 650.00 3,900.00 9,600.00

Tools 3% 288.00

-

O/H & Profit 25% 0

Total Cost -

Page 574: New BSR 16-02-2010

Remarks

Page 575: New BSR 16-02-2010

Buller's

Page 576: New BSR 16-02-2010

Nishani

Page 577: New BSR 16-02-2010

Queens

Queens

Page 578: New BSR 16-02-2010
Page 579: New BSR 16-02-2010
Page 580: New BSR 16-02-2010

TYPE OF BOUNDARY WALL

Item Description Qty Unit Rate Amount Amount

15%

1 BOUNDRY WALL

Consider 10' 0" long

Consider 10' 0" long, 7'-0" high

Excavation 10.00 1.18 1.25 14.75 Cu ft 13.39 197.50

Rubble 10.00 1.18 1.25 14.75 Cu ft 1.54 22.68

10.00 0.75 0.50 3.75 Cu ft 1.54 5.77

4" block work 10.00 7.00 70.00 Sq ft 1.20 84.00

concrete in 4"x4" columns 2 2.00 2.00 0.50 4.00 Cu ft 328.94 1,315.74

2 0.34 0.34 8.00 1.85 Cu ft 328.94 608.40

Formwork in 4"x4" columns 2 1.68 8.00 26.88 Sq ft 14.78 397.16

O/H & Profit

Amount with

profit

4" block wall

1' 0"

Main Index

Page 581: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with

profit

Reinforcement in 4"x4" columns 4 9.00 6.78 kg - -

32 0.50 1.08 kg - -

Rough plaster 2.00 10.00 7.00 ### Sq ft - -

Painting 2.00 10.00 7.00 ### Sq ft 0.60 84.00

Copping 10.00 10.00 Lft 80.00 800.00

3,515.25

351.52 52.73 404.25

Preliminaries 0.10 351.52

Cost for 10 l ft 3,866.77

Cost for 1 l ft 386.68 58.00 444.68

Chain Link Fencing

18.75 Concrete volume

Assume 50 L.ft

Material

Cement 2.5 Bag 740.00 1,850.00

Sand -rough 0.08 Cube 7,000.00 560.00

Metail 0.14 Cube 4,800.00 672.00

PVC coated 2"x2" square,guage 10 chainlink fence,with 9' 0" high reinforced concrete posts equilent to as manufactured by SEC, buried in 18"x18"x24" deep concrete at 8' 0" c/c as detail,with 3 stands staining wire the bottom encased in 13"x6" concrete.

I37
Dinesh: Pl. check
Page 582: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount O/H & Profit

Amount with

profit

6 Nr 1,211.28 7,267.68

50.00 L.ft 385.71 19,285.71

Tensin wire 150.00 l.ft 10.00 1,500.00

31,135.39

Transport 5% 5% 1,556.77

Wastage 10% 10% 3,113.54

Labour

Skilled 2.00 day 950.00 1,900.00

Un skilled 4.00 day 650.00 2,600.00 4,500.00

3% of labour Cost for tools 135.00

Cost for 50 L.ft 40,440.70

Cost for 1 L.ft 808.81

Concrete precast fence post 7'-7" high

PVC coated 2"x2" square chainlink fence -Fence hight 8'-0"

Page 583: New BSR 16-02-2010

MISSALLANIOUS

Item Description Qty Unit Rate Amount Amount Remarks

15%

Concrete Arch Demolish A11

Machine & equipment hiried

Time for demolosh work - 15 Days

Jacks 100 Nos 750.00 75,000.00

Jack hire for 1 day 50/= 15 days @ 75/=

Concrete braker 15 Days 5,000.00 75,000.00

Oxigen cutter 1 Days 6,000.00 6,000.00

156,000.00

Labour

Skilled -braker opretor 15 Days 1,200.00 18,000.00

For demolish

Un/sk 75 Days 675.00 50,625.00

( 15 days 5 un/sk )

75

Remove to tactor

Un/sk 25 Days 675.00 16,875.00

O/H & Profit

Amount with profit

Main Index

Page 584: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

( 15 days 5 un/sk )

85,500.00

Tractor loard remove from site 5 load 1,500.00 7,500.00

7,500.00

Small tools 3% 2,565.00

Scafolding 5% 4,275.00

Basik cost 255,840.00

O/H and profit 25% 63,960.00

Cost for above 319,800.00

Demolish Concrete Slab & Beam Buller's

Machine & equipment hiried

Jacks ( 5 days) 40 Nos 250.00 10,000.00

Jack hire for 1 day 50/= 5 days @ 50/=

Concrete braker 5 Days 5,000.00 25,000.00

Oxigen cutter 0.5 Days 6,000.00 3,000.00

38,000.00

Labour

Skilled -braker opretor 5 Days 1,200.00 6,000.00

Un Skille laber for demolish 15 Days 675.00 10,125.00

( 5 days 3 un/sk )

Un Skille laber for remove 4 Days 675.00 2,700.00

( 2 days 2 un/sk ) 18,825.00

Small tools 3% 3% 564.75

Page 585: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Scafolding 5% 5% 941.25

Tractor loard remove from site 2 load 1,500.00 3,000.00

3,000.00

61,331.00

O/H and profit 25% 25% 15,332.75

Cost for above 76,663.75

For one box

Material

1 Nos 4,560.00 4,560.00

6"x 9" random rubble 0.27 Cube 2,300.00 621.00 5,181.00

Transport 7% 362.67

Labour

For excavation Unskilled 0.5 day 650.00 325.00

skilled 0.5 day 950.00 475.00

Un skilled 0.75 day 650.00 487.50 1,287.50

Tools 3% 38.63

Cost for one Box (.27 Cube) 6,869.80

3' 0"x3' 0"x3' 0" PVC coated GI gabion basckets filleed with 6"x 9" random rubble and buried 3' 0" deep and 3' 0" above ground level.

3' 0"x3' 0"x3' 0" PVC coated GI gabion basckets

Page 586: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Cost for one Cube 25,443.69

Fixing Concret stain posts in fence.For one post

Material

Concrete post 1 Nos 475.00 475.00

Transport 5% 23.75 498.75

Labour

Skilled 0.25 Day 950.00 237.50

Un skilled 0.50 Day 650.00 325.00 562.50

Tools 3% 16.88

Cost for one Post 1,078.13

F Remove roof Galle

For 1 Sqr

Labour

Skilled 1.00 day 950.00 950.00

Unskilled 2.00 day 750.00 1,500.00 2,450.00

Tools 3% 73.50

2,523.50

O/H & profit 25% 630.88

Total 3,154.38

For 28.19 Sqr 88,921.83

Page 587: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Ex.49 Garden tap with Brick wall sink 4'-0" x 2'-0" 0'-5"

Material

4" Thick concrete 3.25 Cu.ft 412.00 1,338.53

6" brick work

12.48 Sq.ft 125.00 1,559.65

Water proofing

16.99 Sq.ft 110.00 1,869.14

Tilling

16.99 Sq.ft 140.00 2,378.91 7,146.23

Labour

Skilled Labour 4.00 Day 1,000.00 4,000.00

Un skilled Labour 3.00 day 750.00 2,250.00 6,250.00

Tools 3% 187.50

Total Cost 13,583.73

Page 588: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

3 Built up Temperary huts for workers

Consider 12'-0" x 10'-0"

Floor & wall

Excavation top soil 168.00 Sq.ft 8.37 1,405.95

2" thick screed 120.00 Sq.ft 48.53 5,823.41

Cement rendering 120.00 Sq.ft 28.36 3,402.60

Covering GI sheets 72.00

60.00

132.00 Sq.ft 12.75 1,683.00

2" x2" Timber frame 45.00

48.00

40.00

133.00 L.ft 28.00 3,724.00

Nails 1.00 Kg 160.00 160.00

Usk labour 0.50 day 650.00 325.00

Roof

GI sheets 120.00 Sq.ft 12.75 1,530.00

Frame 36.00

20.00

56.00 Sq.ft 28.00 1,568.00

Nails 1.00 Kg 160.00 160.00

Usk labour 0.50 day 650.00 325.00

20,106.96

Cost per 1 Sqr 16,755.80

Page 589: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

4

Consider 5'-0" x 4'-0"

Excavation top soil 30.00 Sq.ft 8.37 251.06

2" thick screed 20.00 Sq.ft 48.53 970.57

Cement rendering 20.00 Sq.ft 28.36 567.10

Covering GI sheets 70.00

56.00

126.00 Sq.ft 12.75 1,606.50

2" x2" Timber frame 35.00

20.00

16.00

71.00 L.ft 28.00 1,988.00

Hinges 2.00 no 49.00 98.00

Nails 1.00 Kg 160.00 160.00

Usk labour 0.50 day 650.00 325.00

Roof

GI sheets 20.00 Sq.ft 12.75 255.00

Frame 10.00

8.00

18.00 Sq.ft 28.00 504.00

Nails 1.00 Kg 160.00 160.00

Usk labour 0.50 day 650.00 325.00

Supply & Fix Squatting fan 1.00 No 1,499.00 1,499.00

Supply & Fix Angle Valve 2.00 No 576.40 1,152.80

Built up Temperary toilet for workers including temperary pit

Page 590: New BSR 16-02-2010

Item Description Qty Unit Rate Amount Amount Remarks O/H & Profit

Amount with profit

Supply & Fix Shower 1.00 No 400.00 400.00

63mm pipe 3.00 L.ft 253.53 760.60

32mm pipe 5.00 L.ft 107.37 536.85

25mm pipe 3.00 L.ft 83.14 249.42

Supply & Fix Pit 1.00 No 5,000.00 5,000.00

Excavation for pit 48.00 C.ft 13.39 642.72

Page 591: New BSR 16-02-2010

PAINTING

Item Description Qty Unit Rate

INTERNAL PAINT APPLICATION

5 APPLY TWO COAT OF TOTAL COAT

Consider 8.45 Sqr

Material

Total coat 28kg bucket 3.50 Bucket 2,800.00

Sand paper 10 Nos 42.50

Bruss 0.1 Nos 595.00

Add: 5% transport 5%

Labour

Painter 4 Days 950.00

Add: 3% tools 3%

Add: 5% Scafolding 5%

Preliminaries 10%

Cost for 8.45 Sqr

Main Index

Page 592: New BSR 16-02-2010

Consider 8.45 Sqr

Material

Total coat 3.50 Bucket 2,800.00

One coat of acralic filler 7.00 Ltr 337.00

Two coats of emulsion 11.27 Ltr 550.00

Sand paper 40.00 Nos 42.50

Roller Bruss 3.00 Nos 400.00

Add: 5% transport 0.05

Labour

Painter for Totalcoat apply 4.00 Days 950.00

Painter 15.00 Days 950.00

Add: 3% tools 0.03

Add: 5% Scafolding 0.05

Cost per Sqr

Preliminaries 10%

Cost for 1 Sqr

Painting & alkail Resistant Primer -CIC

Wall putty -Asian Paint

Emulsion 02 coats to internal walls including primer

Materials

Emulsion paint 2.00 Ltr 550.00

Wall putty @ Rs. 2100 per 28kg bag 7.50 Kg 75.00

Two coat of Total coat & cut the surface using sand paper (No 120,No 100,No 80,No 60) & apply one coat of acralic filler and two coats of interior emulsion paint of approved colour Internaly

Page 593: New BSR 16-02-2010

sand paper 2.00 no 42.50

roller brush 0.08 no 595.00

Transpor 5%

Labour

skilled labourer 1.75 day 950.00

3% of labour cost for tools 0.03

3% of labourer cost scaffolding 0.03

Slab & Soffit Painting(Ceiling)

Consider 8.45 Sqr

Material

One coat of acralic filler 8.45 Ltr 337.00

Two coats of interior emulsion 12.67 Ltr 550.00

Sand paper 40.00 Nos 42.50

Bruss 6.00 Nos 400.00

Add: 5% transport 0.05

Labour

Sk labour 8.45 Days 950.00

unSk labour 8.45 Days 650.00

Add: 3% tools 0.03

Add: 5% Scafolding 0.05

Cost per Sqr

Preliminaries 10%

Cost for 1 Sqr

Prepare and apply one coat of interior emulsion white paint to internal soffit slab.

Page 594: New BSR 16-02-2010

EXTERNAL PAINT APPLICATION

Weathershield 02 coats to external walls including primer

Materials

Weathershield paint 1.50 Ltr 750.00

Alkali resistance plaster primer 1.00 Kg 805.00

brush 0.08 no 555.00

Transpor 5%

Labour

skilled labourer 1.50 day 950.00

3% of labour cost for tools 0.03

3% of labourer cost scaffolding 0.03

TIMBER SURFACE FINISHING APPLICATION

2 SPRAY PAINT

Consider Door size 3' 0" x 7' 0" 75.00 Sq.ft

Material

First coat

Die 1.25 Ltr 1,810.00

Second coat

Base coat 1.25 Ltr 1,916.67

Third coat

Laquare 1.25 Ltr 1,916.67

Wastage 10% 10%

Labour

For cutting Unskilled 2.00 day 650.00

Page 595: New BSR 16-02-2010

For spraying Skilled 1.50 day 950.00

Add 3% for tools 3%

For 75 Sq ft

For 1 Sqr

For 1 Sqr

Material

Sandind sealer 0.83 Ltr 820.00

Wood stain 0.83 Ltr 656.25

Matt lacqer 1.25 Ltr 805.00

Thinner 7.00 Ltr 599.00

Sand paper 10.00 Nos 40.00

Canvas 10.00 l.ft 65.00

Brush 0.25 Nos 595.00

Wastage 5%

Labour

Skilled 1.00 Day 950.00

Unskilled 2.00 Day 650.00

Add 3% for tools

Cost for 1 Sqr

Cost for 1 L.ft (4" thick)

Material

Enamal paint 1.25 Ltr 857.00

Prepair and apply two coats of sanding sealer, stain and two coats colourless matt lacqer on Timber.

Prepair and apply sanding sealer system on timber frame and enamel paint system on ms rods.

Page 596: New BSR 16-02-2010

Thinner 7.00 Ltr 599.00

Sand paper 10.00 Nos 40.00

Brush 0.25 Nos 595.00

Wastage 5%

Labour

Skilled 1.00 Day 950.00

Unskilled 2.00 Day 650.00

Add 3% for tools

Cost for 1 Sqr

Cost for 1 Sq.ft

Page 597: New BSR 16-02-2010

Amount Amount Remarks

15%

INTERNAL PAINT APPLICATION

Mansoor

1 Sqr

9,800.00

425.00

59.50

10,284.50

514.23

3,800.00

3,800.00

114.00

190.00

14,902.73

1,763.64 264.55 2,028.18

1,490.27

16,393.00

1,940.00 291.00 2,231.00

O/H & Profit

Amount with profit

Page 598: New BSR 16-02-2010

9,800.00

2,359.00

6,198.50

1,700.00

1,200.00

21,257.50

1,062.88

3,800.00

14,250.00

18,050.00

541.50

902.50

4,948.45 742.27 5,690.71

494.84

5,443.29 816.49 6,259.79

1,100.00

562.50

Page 599: New BSR 16-02-2010

85.00

47.60

1,795.10

89.76

1,884.86

1,662.50

1,662.50

49.88

49.88

3,647.11 547.07 4,194.17

2,847.65

6,971.25

1,700.00

2,400.00

13,918.90

695.94

8,027.50

5,492.50

13,520.00

405.60

676.00

3,457.57 518.64 3,976.20

345.76

3,803.32 570.50 4,373.82

Page 600: New BSR 16-02-2010

EXTERNAL PAINT APPLICATION

1,125.00

805.00

44.40

1,974.40

98.72

2,073.12

1,425.00

1,425.00

42.75

42.75

3,583.62 537.54 4,121.16

TIMBER SURFACE FINISHING APPLICATION

140.88 Mansoor

2,262.50

2,395.84

2,395.84

7,054.18

705.42

1,300.00

Page 601: New BSR 16-02-2010

1,425.00

2,725.00

81.75

10,566.34

10,566.34

14,088.46 2,113.27 16,201.73

680.60

544.69

1,006.25

4,193.00

400.00

650.00

148.75 7,623.29

381.16

950.00

1,300.00 2,250.00

67.50

10,321.95

34.41

1,071.25

Page 602: New BSR 16-02-2010

4,193.00

400.00

148.75 5,813.00

290.65

950.00

1,300.00 2,250.00

67.50

8,421.15

84.21

Page 603: New BSR 16-02-2010

MATERIAL PRICES

1 Steel

2 Masonry

3 Roofing Materials

4 Electrical

5 Doors & Windows -glass, hingers etc.

6 Painting

7 Waterproofing

8 Floor / Wall / Ceiling Finishes

9 Plumbing / Sanitary fittings

10 Ready Mix Concrete

11 Timber

12 Tools & Equipment

13 Miscellaneous Materials

14 Labour / Hire Charges

15 Orange Electrical price list

16 Habour

17 Micro Partition

18 Labour Rate

Main Index

Page 604: New BSR 16-02-2010
Page 605: New BSR 16-02-2010

Code Category Description Remarks Unit

Steel Material

S Steel Tor steel 10,12,16,20,25 Mton

S Steel M.S rounds 10,12 Mton

S Steel M.S rounds 16,21 Mton

B Bunding wire G18 Kg

A Angle iron Size 1"x1"1/8" 6mts

A Angle iron Size 2"x2"x3mm 6mts

A Angle iron Size 2"x2"x5mm 6mts

A Angle iron Size 3"x3"x 6mm 6mts

A Angle iron Size 4"x4"x6mm 6mts

A Angle iron Size 11/2"x11/2"x3mm 6mts

Angle iron Size 50x50x6mm 5.8mts

A Aluminium flat Size 1"x3mm 12L.ft

A Aluminium box Size 2"x1" 12L.ft

A Aluminium box Size 2"x2"x3mm 6mts

A Aluminium box 4" Flat iron -6mm 6mts

A Aluminium box 3"x3" 6mts

A Channel 100x50 "C" Chanel

A Channel 150x75 "C" Chanel

A Channel 200x100 "C" Chanel 6mts

A Channel 150x65x20mm 2.3mm thick Lm

A Channel 100x50x20mm 2.0mm thick Lm

G G.I pipe 1/2" dia meadium duty 6mtr

G G.I pipe 1/2" pipe 6mtr

G G.I pipe 3/4" pipe Pakistan 6mtr

G G.I pipe 1" dia meadium duty 6mtr

G G.I pipe 1.5" dia meadium duty 6mtr

G G.I pipe 1 1/2" pipe 6mtr

G G.I pipe 1 1/4" pipe heavy 6mtr

G G.I pipe 2" dia meadium duty 6mtr

G G.I pipe 2" dia Pakistan 6mtr

G G.I pipe 3" dia meadium duty 6mtr

G G.I pipe 4" dia meadium duty 6mtr

Index

Page 606: New BSR 16-02-2010

G G.I pipe 4" dia 6mtr

G G.I plain sheet G 18 8'x4' Sheet

G G.I plain sheet G 22 8'x3' Sheet

G G.I plain sheet G 30 8'x3' Sheet

G G.I welding mesh G10 2"x2" (12'x7') Sheet

B Box iron 1/2"x 1/2" x 6 mm box iron

B Box iron 1" x 1" x 6 mm box iron

B Box iron 25 x 25 x 3 mm box iron

F Flat iron Size 3/4"x1/4" 6mtr

F Flat iron Size 1/2"x1/4" 6mtr

F Flat iron Size 1"x1/4" 6mtr

F Flat iron Size 1 1/2"x1/4" 6mtr

F Flat iron Size 2"x1/4" 6mtr

F Flat iron Size 4"x1/4" 6mtr

M M.S sheet Size 8'x4'x1/16" Sheet

M M.S sheet Size 8'x4'x1/8" Sheet

M M.S sheet Size 8'x4'x1/4" Sheet

M M.S sheet Size 8'x4'x 10mm Sheet

M M.S sheet Size 8'x4'x 1/2" Sheet

M M.S sheet Size 8'x4'x 15mm Sheet

M M.S sheet Size 8'x4'x 9mm Sheet

S Steel plate MS plate 8'-x4' 3mm Nos

S Steel plate MS plate 8'-x4' 6mm Nos

S Steel plate MS plate 8'-x4' 8mm Nos

S Steel plate MS plate 8'-x4' 10mm Nos

S Stainless steel plate 8'-0" x4'-0" 1.5mm thick type 304 Nos

N Nail wire nail 5-to 8G Nos

N Nail wire nail 10G Nos

N Nail wire nail 12G Nos

N Nail wire nail 14G Nos

W Wire nail 5 to 8G Kg

W Wire nail 10G Kg

W Wire nail 12G Kg

W Wire nail 14G Kg

Page 607: New BSR 16-02-2010

B Bolts 16mm bolt Nos

B

S Steel "H" beam 8"x4"x7mm thick (22 kg per mtr ) 6m

S Steel "H" beam 8"x8"x11mm thick (50 kg per mtr ) 6m

S Steel "H" beam 10"x5"x8mm thick (26 kg per mtr ) 6m

S Steel "H" beam 14"x7"x6mm thick (41.5 kg per mtr ) 6m

SBRC mesh

Sheet

SBRC mesh

Sheet

SBRC mesh

Sheet

SBRC mesh

Sheet

SBRC mesh

Sheet

SBRC mesh

Sheet

SBRC mesh

Sheet

S wire rod wire rods 6mm Mton

S Barbed wire Barbed wire 25Kg 25kg

C Chicken mesh Sq.ft

C Chequred plate 6mm thick, 8' x 4' sheet Nos

C Sheet pil 450mm width, 6m long Nos

B.R.C fabrick 12'x7" sheets 6mm 8"x8'

B.R.C fabrick 12'x7" sheets 5mm 8"x8'

B.R.C fabrick 12'x7" sheets 6mm 6"x6"

B.R.C fabrick 12'x7" sheets 5mm 6"x6"

B.R.C fabrick 12'x7" sheets 6mm 8"x8'

B.R.C fabrick 12'x7" sheets 3.15mm 2"x2"

B.R.C fabrick 12'x7" sheets 6mm 4"x4''

Page 608: New BSR 16-02-2010

Currencet price Date Other Remark Telephone Price Date Price

Steel Material

106,400.00 14/8/2009 With VAT ### 3/3/2009 165,000.00

106,400.00 14/8/2009 With VAT ### 3/3/2009 65,700.00

59,000.00

100.00

325.00

810.00 11/4/2009

2,400.00 11/4/2009 875.00

1,600.00

3,000.00

775.00

2,400.00 27/5/2009

230.00

898.00 24/09/2008 480.00

2,400.00

3,000.00

4,394.00 10/10/2008

5,200.00

9,500.00

21,000.00

1,000.00 30/01/2009

740.00 30/01/2009

750.00 575.00

1,180.00 24/09/2008

1,220.00 11/4/2009 1,475.00

4,400.00 11/7/2008 950.00

1,900.00 1,400.00

3,150.00 24/09/2008

2,050.00 11/4/2009

8,850.00 11/7/2008 1,900.00

4,220.00 11/4/2009

3,300.00

4,300.00

Page 609: New BSR 16-02-2010

1,050.00 24/09/2007

2,250.00

1,375.00

475.00

3,800.00 9/2/2009 1,375.00

2,200.00

850.00 11/4/2009

700.00 11/4/2009

650.00 27/4/2009 300.00

390.00 27/4/2009

495.00 27/4/2009 350.00

800.00 27/4/2009

575.00

1,300.00

1,800.00

2,700.00

5,300.00

35,000.00 6/5/2008 8,500.00

10,500.00

14,000.00

31,500.00 6/5/2008

6,900.00

14,000.00

18,500.00

34,000.00 12/8/2008

17,000.00 3/3/2009 Nawaloka 0115-323023

82.80

82.80

86.30

88.50

160.00 5/8/2008

170.00 5/8/2008

170.00 5/8/2008

170.00 5/8/2008

Page 610: New BSR 16-02-2010

50.00

22,500.00 6/5/2008

52,000.00 6/5/2008

26,500.00 6/5/2008

47,300.00 12/8/2008

2,555.00 1,212.17

888.30

3,130.00 1,586.96

1,212.17

1,212.17

3,800.00 12/4/2009 1,332.17

4,500.00 2,380.00

4,818.00 12/8/2008

40.00

15,500.00 27/5/2009

70,000.00 28/09/2010

Page 611: New BSR 16-02-2010

Date

11/5/2004

11/5/2004

11/5/2004

24/09/2008

Page 612: New BSR 16-02-2010

11/5/2004

11/5/2004

11/5/2004

11/5/2004

11/5/2004

11/5/2004

11/5/2004

Page 613: New BSR 16-02-2010

Code Category Description Remarks Unit

Masonary meterial

C Cement Holcim 50kg bag

C Cement Sevana 50kg bag

C Cement 50kg bag

R Rubble Rubble 6"x 9" Cube

R Rubble Rubble 6"x 4" Cube

B Brick 9"x41/2"x 3" Nos

S Sand Smooth sand Cube

S Sand Rough sand Cube

S Sand Sea sand Cube

M Metal Cube

M Metal 1" metal

M Metal

M Chip metal Cube

L Lime Kg

B Hollow blocks 390x100x190mm (4") SMA holdings Nos

B Hollow blocks 390x150x190mm (6") Nos

B Hollow blocks 390x200x190mm (8") Nos

B Solid blocks 390x100x190m (4") Nos

B Solid blocks 390x150x190mm (6") Nos

B Solid blocks 390x200x190mm (8") Nos

R Regiform sheet 2" thick Nos

P Pergolas 2" x6" L.ft

P Pergolas

P Pergolas

F Fence post 5'-9" Middle post No

F Fence post 7'-7" bend type No

¾" metal

½" metal

Index

Page 614: New BSR 16-02-2010

F Fence post 8' No

F Fence post 9' No

F Fence post 10' No

F Fence post 8 height 1'6" bent type No

Path edge 50x150x600mm No

Curbe 125x255x915 Nr

Half curbe 125x255x450mm Nr

C Chemefix Kg

E Earth with transport imported 1 cube

Fwk Formwork Formwork Sanken M2

Fwk Formwork Maga M2

Fwk Formwork DG5 M2

Fwk Formwork Mould oill Ltr

Fwk Formwork Base plate No

Fwk Formwork Grease Kg

W Water bars 6" high l.ft

W Water bars 8" high l.ft

W Water bars 9" high l.ft

Q Quarry dust 1 cube

Page 615: New BSR 16-02-2010

Currencet price Date Other Remark Telephone Price

Masonary meterial

700.00 14/8/2009 785.00

50kg bag

740.00 12/4/2009 630.00

785.00

4,200.00 1/6/2009

3,400.00 23/05/2008

7.00 12/4/2009

7,500.00

7,000.00 12/4/2009

4,900.00 8/3/2009

4,800.00 12/4/2009

3,750.00 12/4/2009

14.50 11/10/2007

42.55 15/02/2010 With out VAT

62.67 15/02/2010

83.05 15/02/2010

59.86 15/02/2010 36.50

82.82 15/02/2010 57.50

115.83 15/02/2010 73.56

330.00

90.00 08.07.2008 With out VAT price

784.00 15/02/2010 Including VAT. SEC 2236279 303.00

1,211.28 15/02/2010 Including VAT 366.00

Page 616: New BSR 16-02-2010

510.00

693.00

960.00

1,140.00

153.00 15/02/2010

580.00 15/02/2010

297.25 15/02/2010

880.00 17.04.2009 80.00

2,200.00 21/3/2009 1,750.00

1,129.00

1,150.00

20.00

175.00 12/8/2008

460.00 12/9/2009

300.00 12/8/2008

400.00 12/8/2008

400.00 12/8/2008

4,500.00 10/10/2008

Page 617: New BSR 16-02-2010

Date

12/4/2009

12/4/2009

16/11/07

16/11/07

Page 618: New BSR 16-02-2010

Code Category Description Remarks Unit

Roofing material

C

R Roofing sheet Zn/Al sheet .47 m²

R Roofing sheet Zn/Al sheet 4.7 2'-6" x 1'-0"=265/= Sq ft

Acrylic Sheet Sq ft

A Asbestos roofing sheet 12 ft (3500 x 1090mm) 4' Nos

A Asbestos roofing sheet 10 ft (3000 x 1090mm) 4' Nos

A Asbestos roofing sheet 8 ft (2500 x 1090mm) 4' Nos

A Asbestos roofing sheet 6 ft (1750 x 1090mm) 4' Nos

G GI roofing sheet 10 ft (3000 x 1090mm) 4' Nos

H Half round tile ( Sinhala Ulu) 420 per sqr Nos

R Calicut tile Flat tile 125 per sqr Nos

R Asbestos covering tile covering tile 450 per sqr Nos

R DSI Tile covering tile 138 per sqr Nos

T Ridge tile Ridge tile Nos

T Ridge tile Zn/Al G18 L.ft

T Ridge tile Asbastos ajestable Pair

R Roofing screws Nos

R

T Tar sheet Tar sheet Sq ft

J J bolt J bolt Nos

S Screws 1 1/4" Nos

J

P Polycorbanete sheet 4mm thick 6'-11" x 19'-0" Nos

P 6mm thick 6'-11" x 19'-0" Nos

Polycorbanete sheet Roller 4'-0" width 4mm thcik L.ft

4'-0" width 1mm thcik L.ft

7'-0" width 2mm thcik L.ft

P

R Insulation Mcfoil sheet Sq.m

R Insulation 50mm ,double side Sq ft

R Insulation mesh Sq ft

Index

Page 619: New BSR 16-02-2010

R

R Macfoil 5mm double side m2

R 10mm double side m2

R

R Sq ft

R

Sisilation domestic 100

Page 620: New BSR 16-02-2010

Currencet price Date Other Remark Telephone

Roofing material

970.31 7/7/2008 With VAT

106.00 25/03/2009

150.00

1,685.00 15/2/2010 440 per sq. m Mascons -2325561

1,375.00 15/2/2010

1,165.00 15/2/2010

825.00 15/2/2010

510.00 2/6/2009

20.00 25/03/2009 3600 of one lorry load Randatha Ulu 060-2150285

28.00 25/03/2009

18.00 25/03/2009

150.00 25/03/2009

45.00 11/3/2005

135.00 25/03/2009

45.00

15.00

10.00

5.00 5/8/2008 195/= per 1 kg ( 38 Nos per kg)

8.35

9,000.00 31/2/2010

13,100.00 31/2/2010

560.00 31/2/2010

3,000.00 31/2/2010

1,600.00 31/2/2010

90.00 8/3/2009 077-7772857 /50 /56

26.50 8/3/2009 Roofmart 037-5260269

6.70 8/3/2009 Bor-0112519804

Page 621: New BSR 16-02-2010

191.00 22/04/2009

338.00 22/04/2009

12.88

Page 622: New BSR 16-02-2010

Price Date Price Date

Roofing material

1,680.00 5/8/2008 975.00 5/2/2005

1,370.00 5/8/2008 825.00 5/3/2005

1,160.00 5/8/2008 690.00 5/4/2005

820.00 5/8/2008 485.00 5/5/2005

Randatha Ulu 060-2150285

Page 623: New BSR 16-02-2010

Code Category Description Remarks

Electrical Items

E Switches ( White series ) One gang one way

E Switches ( White series ) One gang two way

E Switches ( White series ) Two gang one way

E Switches ( White series ) Three gang one way

E Switches ( White series ) Four gang one way

E Switches ( White series ) Five gang one way

E Switches ( White series ) Six gang one way

E Switches ( White series ) 20A double pole W/ neon

S Socket outlet 5A switched Socket outlet

S Socket outlet 15A switched Socket with neon

S Socket outlet 15A switched Socket outlet

S Socket outlet 15A switched Socket with neon

S Socket outlet 13A switched Socket outlet

S Socket outlet 13A switched Socket with neon

S Socket outlet TV socket

S Socket outlet Twin TV socket

S Socket outlet Telephone socket outlet 4 line

S Socket outlet Telephone socket outlet 4 line

S Socket outlet Twin Telephone socket outlet 4 line

S Socket outlet Twin Telephone socket with shutter

S Socket outlet

S Socket outlet

S Socket outlet Combine TV & Tel socket

S Socket outlet Data socket with shutter

S Socket outlet Tiwn Data socket with shutter

S Socket outlet 110V shaver socket

C Controllers Hum free fan controller

C Controllers Fan controller with swith 1 gang

C Controllers Light dimmer with swith 1 gang

C Controllers Bell press

Telephone socket shutter ( fast rapid connection)

TwinTelephone socket shutter ( fast rapid connection)

Index

Page 624: New BSR 16-02-2010

C Controllers Bell push

C Controllers Bell push whether prrof W/indicator

C Controllers Weather proof cover transparent

C Controllers Weather proof cover mat

C Controllers Two way mechanisim dolly only

C Controllers Key switch

C Controllers 45A/ 13A cooker switch

C Controllers Fan controller with 21 gang

C Controllers Light dimmer with 2 gang

C Controllers Tumbler box

C Controllers Sun box

C Controllers Junction box

M MCB 6A ,10A , 16A, 20A, 25A, 32A Single pole 4.5A

M MCB 40A

M MCB 63A

M MCB 6A ,10A , 16A, 20A, 25A, 32A ,40ATwo pole

M MCB 63A

M MCB

M MCB 63A

M MCB 100A

M MCB 6A ,10A , 16A, 20A, 25A, 32A ,40A Four pole

M MCB 63A

M MCB 100A

I Isolater 2P/40A

I Isolater 2P/63A

I Isolater 4P/40A

I Isolater 4P/63A

I Isolater 4P/100A

C Changing over Switches 2P/40A

C Changing over Switches 4P/40A

B Cables- CU/PVC/PVC 2 Core 1.5mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 3 Core 1.5mm2 Cu/PVC/PVCB Cables- CU/PVC/PVC 4 Core 1.5mm2 Cu/PVC/PVCB Cables- CU/PVC/PVC 2 Core 2.5mm2 Cu/PVC/PVCB Cables- CU/PVC/PVC 3 Core 2.5mm2 Cu/PVC/PVCB Cables- CU/PVC/PVC 4 Core 2.5mm2 Cu/PVC/PVC

6A ,10A , 16A, 20A, 25A, 32A ,40ATheree pole

Page 625: New BSR 16-02-2010

B Cables- CU/PVC/PVC 2 Core 4mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 3 Core 4mm2 Cu/PVC/PVCB Cables- CU/PVC/PVC 4 Core 4mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 2 Core 6mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 3 Core 6mm2 Cu/PVC/PVCB Cables- CU/PVC/PVC 4 Core 6mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 2 Core 10mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 3 Core 10mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 4 Core 10mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 2 Core 16mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 3 Core 16mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 4 Core 16mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 4 Core 25mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 4 Core 35mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 4 Core 50mm2 Cu/PVC/PVC

B Cables- CU/PVC/PVC 4 Core 70mm2 Cu/PVC/PVC

B Cables- Cu/XLPE/PVC 2Core 4mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 4mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 2Core 6mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 6mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 2Core 10mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 10mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 2Core 16mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 16mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 2Core 25mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 3Core 25mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 25mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 2Core 35mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 3Core 35mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 35mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 50mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 70mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 95mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 120mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 150mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 185mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 240mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 300mm2 Cu/XLPE/PVC

B Cables- Cu/XLPE/PVC 4Core 400mm2 Cu/XLPE/PVC

B Cables- CU/PVC/PVC 1 Core x 1 mm² Cu/PVC / PVC earth

Page 626: New BSR 16-02-2010

B Cables- CU/PVC/PVC 1 Core x 1.5 mm² Cu/PVC /PVC earth

B Cables- CU/PVC/PVC 1 Core x 2.5 mm² Cu/PVC / PVC earth

B Cables- CU/PVC/PVC 1 Core x 4 mm² Cu/PVC /PVC earth

B Cables- CU/PVC/PVC 1 Core x 6 mm² Cu/PVC /PVC earth

B Cables- CU/PVC/PVC 1 Core x 10 mm² Cu/PVC/PVC earth

B Cables- CU/PVC/PVC 1 Core x 16 mm² Cu/PVC/PVC earth

B Cables- CU/PVC/PVC 1 Core x 25 mm² Cu/PVC/PVC earth

B Cables- CU/PVC/PVC 1 Core x 35 mm² Cu/PVC/PVC earth

B Cables- CU/PVC/PVC 1 Core x 50 mm² Cu/PVC/PVC earth

B Cables- CU/PVC/PVC 1 Core x 70 mm² Cu/PVC/PVC earth

B Cables- CU/PVC/PVC 1 Core x 95 mm² Cu/PVC/PVC earth

B Cables- CU/PVC/PVC 1 Core x 120 mm² Cu/PVC/PVC earth

B Cables- CU/PVC/PVC 1 Core x 150 mm² Cu/PVC/PVC earth

B Cables- CU/PVC/PVC 1 Core x 185 mm² Cu/PVC/PVC earth

B Cables- CU/PVC/PVC 1 Core x 240 mm² Cu/PVC/PVC earth

B Cables- CU/PVC/PVC 1 Core x 300 mm² Cu/PVC/PVC earth

B Cables- CU/PVC/PVC earth

B Cables- CU/PVC/PVC earth

B Cables- XLPE/SWA/PVC 2 Core x 1 mm² Cu/ XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 3 Core x 1 mm² Cu/ XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 1 mm² Cu/ XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 2 Core x 2.5 mm² Cu/ XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 3 Core x 2.5 mm² Cu/ XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 2.5 mm² Cu/ XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 2 Core x 4 mm² Cu/XLPE/SWA/PVC armoured

B Cables- XLPE/SWA/PVC 3 Core x 4 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 4 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 2 Core x 6 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 3 Core x 6 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 6 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 2 Core x 10 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 3 Core x 10 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 10 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 2 Core x 16 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 3 Core x 16 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 16 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 2 Core x 25 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 3 Core x 25 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 25 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 2 Core x 35 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 3 Core x 35 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 35 mm² Cu/XLPE/SWA/PVC armoured

Page 627: New BSR 16-02-2010

B Cables- XLPE/SWA/PVC 4 Core x 50 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 70 mm²Cu/ XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 95 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 120 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 150 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 185 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 240 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 300 mm² Cu/XLPE/SWA/PVC armouredB Cables- XLPE/SWA/PVC 4 Core x 400 mm² Cu/XLPE/SWA/PVC armoured

Cables single core - Cu/PVC/PVC

Cables single core - Cu/PVC/PVC

Cables single core - Cu/PVC/PVC 1/1.13 mm Cu/PVC/PVC 1mm2

Cables single core - Cu/PVC/PVC 1/1.38 mm Cu/PVC/PVC 1.5mm2

Cables single core - Cu/PVC/PVC 7/0.53 mm Cu/PVC/PVC - S 1.5mm2

Cables single core - Cu/PVC/PVC 7/0.53 mm Cu/PVC/PVC - T 1.5mm2

Cables single core - Cu/PVC/PVC 7/0.67 mm Cu/PVC/PVC - S 2.5mm2

Cables single core - Cu/PVC/PVC 7/0.67 mm Cu/PVC/PVC - T 2.5mm3

Cables single core - Cu/PVC/PVC 7/0.85 mm Cu/PVC/PVC - S 4mm2

Cables single core - Cu/PVC/PVC 7/0.85 mm Cu/PVC/PVC - T 4mm2

Cables single core - Cu/PVC/PVC 7/1.04 mm Cu/PVC/PVC - S 6mm2

Cables single core - Cu/PVC/PVC 7/1.04 mm Cu/PVC/PVC - T 6mm2

Cables single core - Cu/PVC/PVC 7/1.35 mm Cu/PVC/PVC - S 10mm2

Cables single core - Cu/PVC/PVC 7/1.35 mm Cu/PVC/PVC - T 10mm2

Cables single core - Cu/PVC/PVC 7/1.70 mm Cu/PVC/PVC - S 16mm2

Cables single core - Cu/PVC/PVC 7/1.70 mm Cu/PVC/PVC - T 16mm2

Cables single core - Cu/PVC/PVC 7/2.14 mm Cu/PVC/PVC 25mm2

Cables single core - Cu/PVC/PVC 19/1.35 mm Cu/PVC/PVC - S 25mm2

Cables single core - Cu/PVC/PVC 19/1.53 mm Cu/PVC/PVC - S 35mm2

Cables single core - Cu/XLPC/PVC

Cables single core - Cu/XLPC/PVC 19/1.78 mm Cu/XLPC/PVC - S 50mm2

Cables single core - Cu/XLPC/PVC 19/2.14 mm Cu/XLPC/PVC - S 70mm2

Cables single core - Cu/XLPC/PVC 19/2.52 mm Cu/XLPC/PVC - S 95mm2

Cables single core - Cu/XLPC/PVC 37/1.78 mm Cu/XLPC/PVC - S 95mm2

Cables single core - Cu/XLPC/PVC 37/2.03 mm Cu/XLPC/PVC - S 120mm2

Cables single core - Cu/XLPC/PVC 37/2.25 mm Cu/XLPC/PVC - S 150mm2

Cables single core - Cu/XLPC/PVC 37/2.52 mm Cu/XLPC/PVC - S 185mm2

Cables single core - Cu/XLPC/PVC 61/2.25 mm Cu/XLPC/PVC - S 240mm2

Cables single core - Cu/XLPC/PVC 61/2.52 mm Cu/XLPC/PVC - S 300mm2

Cables single core - Cu/XLPC/PVC 61/2.85 mm Cu/XLPC/PVC - S 400mm2

Cables single core - Cu/XLPC/PVC 61/3.20 mm Cu/XLPC/PVC - S 500mm2

Cables single core - Cu/XLPC/PVC 91/3.00 mm Cu/XLPC/PVC - S 630mm2

D

Page 628: New BSR 16-02-2010

C Ceiling Rose

H Holders

R Round block

B Brass screws 1"

B Brass screws 1 1/2"

W Flexible wire

W

Steel condute pipe 50mm dia , Length - 12' 6"

Ceiling mounted sprit AC unit 18000 Btu/hr

24000 Btu/hr

48000 Btu/hr

Page 629: New BSR 16-02-2010

Unit Currencet price Date Other Remark Telephone Price

Electrical Items

Nos 108.00 8/3/2009 84.00

Nos 172.00 8/3/2009 131.00

Nos 184.00 8/3/2009 144.00

Nos 265.00 8/3/2009 218.00

Nos 355.00 8/3/2009 291.00

Nos 442.00 8/3/2009 364.00

Nos 470.00 8/3/2009 440.00

8/3/2009

Nos 758.00 8/3/2009 617.00

8/3/2009

Nos 307.00 8/3/2009 249.00

Nos 354.00 8/3/2009 271.00

Nos 378.00 8/3/2009 304.00

Nos 451.00 8/3/2009 331.00

Nos 325.00 8/3/2009 257.00

Nos 8/3/2009

Nos 507.00 8/3/2009 400.00

Nos 642.00 8/3/2009 Kevilton 600.00

Nos 507.00 8/3/2009 400.00

Nos 470.00 8/3/2009 440.00

Nos 642.00 8/3/2009 600.00

Nos 631.00 8/3/2009 590.00

Nos 406.00 8/3/2009 380.00

Nos 610.00 8/3/2009 570.00

Nos 589.00 8/3/2009 550.00

Nos 1,077.00 8/3/2009 915.00

Nos 1,252.00 8/3/2009 1,170.00

Nos 3,210.00 8/3/2009 3,000.00

8/3/2009

Nos 819.00 8/3/2009 700.00

Nos 760.00 8/3/2009 587.00

Nos 760.00 8/3/2009 587.00

Nos 260.00 8/3/2009 195.00

Page 630: New BSR 16-02-2010

Nos 260.00 8/3/2009 195.00

Nos 500.00 8/3/2009 400.00

Nos 230.00 8/3/2009 185.00

Nos 230.00 8/3/2009 185.00

Nos 78.00 8/3/2009 73.00

Nos 3,010.00 8/3/2009 2,800.00

Nos 1,290.00 8/3/2009 1,200.00

Nos 667.00 8/3/2009 60.00

Nos 667.00 8/3/2009 620.00

Nos 102.00 8/3/2009 70.00

Nos 32.00 8/3/2009 30.00

Nos 29.00 8/3/2009 27.00

Nos 529.00 9/8/2008 With VAT -Kalani cable 0112-2574511-5

Nos 1,035.00 9/8/2008

Nos 1,610.00 9/8/2008

Nos 1,955.00 9/8/2008

Nos 4,025.00 9/8/2008

Nos 2,875.00 9/8/2008

Nos 5,750.00 9/8/2008

Nos 19,550.00 9/8/2008

Nos 7,130.00 9/8/2008

Nos 9,775.00 9/8/2008

Nos 21,850.00 9/8/2008

Nos 1,322.50 9/8/2008

Nos 1,955.00 9/8/2008

Nos 5,750.00 9/8/2008

Nos 6,325.00 9/8/2008

Nos 8,050.00 9/8/2008

Nos 3,680.00 9/8/2008

Nos 4,600.00 9/8/2008

1m 280.00 ACL CABLE1m 340.001m 410.001m 380.001m 500.001m 560.00

Page 631: New BSR 16-02-2010

1m 760.001m 820.00

1m 840.00

1m 950.001m 1080.00

1m 1140.00

1m 1190.00

1m 1590.00

1m 1830.00

1m 1700.00

1m 2060.00

1m 2400.00

1m

1m

1m

1m

1m 2280.00

1m 2750.00

1m 3160.00

1m 3050.00

1m 3390.00

1m 3840.00

1m 5240.00

1m 7020.00

1m 9660.00

1m 11370.00

1m 14200.00

1m 19040.00

1m 22230.00

1m 28740.00

1m 38220.00

100m 1,810.00 3/3/2009 1750.00

Page 632: New BSR 16-02-2010

100m 3760.00100m 5540.00100m 8650.00100m 12570.00100m 20710.00100m 31590.00100m 54500.00100m 70410.00100m 86700.00100m 143010.00100m 179510.00100m 248650.00100m 282570.00100m 353100.00100m 522580.00100m 668040.00

1m 290.00

1m 350.00

1m 430.001m 390.001m 520.001m 580.00

1m 800.001m 860.001m 880.001m 1000.001m 1130.001m 1190.001m 1250.001m 1670.001m 1920.001m 1780.001m 2160.001m 2520.001m 2400.001m 2890.001m 3320.001m 3210.001m 3560.001m 4040.00

Page 633: New BSR 16-02-2010

1m 5510.001m 7380.001m 10160.001m 11960.001m 14940.001m 20040.001m 23400.001m 30250.001m 40230.00

100m 1850.00100m 3830.00100m 4160.00100m 7920.00100m 6150.00100m 11540.00100m 9610.00100m 18170.00100m 13960.00100m 24930.00100m 23010.00100m 41340.00

100m 35090.00

100m 62420.00

100m 56940.00

100m 60550.00

100m 78230.00

100m 96330.00

100m 158890.00

100m 199450.00

100m 205450.00

100m 276270.00

100m 313960.00

100m 392330.00

100m 580640.00

100m 742260.00

100m 908330.00

100m 1173420.00

100m 1468140.00

Page 634: New BSR 16-02-2010

Nos 35.00

Nos 65.00

Nos 20.00

Nos 10.00

Nos 5.00

Nos 25.00

3,500.00

99,900.00 LG brand

127,900.00

429,000.00

Page 635: New BSR 16-02-2010

Date

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

Page 636: New BSR 16-02-2010

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

9/8/2008

Page 637: New BSR 16-02-2010

Code Category Description

Doors windows materila

E Iron mongery

B Brass screws 1"

B Brass screws 3/4"

B Brass screws 1/2"

B 4"

B Barrel bolt 6"

B 8"

B Barrel bolt 12"

B Barrel bolt 1' 6"

24"

B

B 4"

B 6"

B 8"

B 10"

B 12"

B 18"

B 2"

T 2 1/2"

T 3"

T 4"

T 5"

T 6"

T 12"

T 14"

T 16"

B Butt hinges 6"x 4"

B Butt hinges 6"x 6"

B Butt hinges 3"x 4"

B Butt hinges 2 1/2"x 4"

Barrel bolt Brass

Barrel bolt Brass

Barrel bolt Brass

Barrel bolt stinless steel

Barrel bolt stinless steel

Barrel bolt stinless steel

Barrel bolt stinless steel

Barrel bolt stinless steel

Barrel bolt stinless steel

Barrel bolt stinless steel

Tower Bolts Metal

Tower Bolts Metal

Tower Bolts Metal

Tower Bolts Metal

Tower Bolts Metal

Tower Bolts Metal

Tower Bolts Metal

Tower Bolts Metal

Index

Page 638: New BSR 16-02-2010

B 3"x 4"

H 2" x 2"

H 3" x 2"

H 3" x 3"

H 4" x 2"

H 4" x 2 1/2"

H 4" x 3"

H 4" x 4"

H 5" x 3"

H 5" x 4"

H 5" x 5"

H 6" x 4"

H 6" x 6"

H 4"

H 5"

H 6"

H 8"

H 10"

H 12"

H 14"

H 16"

B Brass barrel nipple 1/2" diameter

B Brass barrel nipple

B Brass barrel nipple

C Casement fastner

C Casement fastner

C Casement fastner

C 10"

C Casement stay

C Casement stay

C Casement stay

M Mortice lock

M Mortice lock

M Mortice lock

U Union lock

Butt hinges Brass

Heavy Butt Hinges Metal

Heavy Butt Hinges Metal

Heavy Butt Hinges Metal

Heavy Butt Hinges Metal

Heavy Butt Hinges Metal

Heavy Butt Hinges Metal

Heavy Butt Hinges Metal

Heavy Butt Hinges Metal

Heavy Butt Hinges Metal

Heavy Butt Hinges Metal

Heavy Butt Hinges Metal

Heavy Butt Hinges Metal

Heavy Tee Hinges Metal

Heavy Tee Hinges Metal

Heavy Tee Hinges Metal

Heavy Tee Hinges Metal

Heavy Tee Hinges Metal

Heavy Tee Hinges Metal

Heavy Tee Hinges Metal

Heavy Tee Hinges Metal

Casement stays Metal

Page 639: New BSR 16-02-2010

H 2 1/2"

H 3"

H 4"

H 5"

H 6"

W Left

W Right

W

S Sliding gear

S Sliding gear

S Sliding gear

G Glass Tempeted glass 12'-0" x 8'-0'

G Glass 5mm thick clear glass

Glass 6mm thick clear glass

G Glass 6.3mm thick laminated clear glass

G Glass Sand blast glass 6mm thick one side

G Glass Pencil edgge

P Plywood doors Ordinary/MR 2'-3"

P Plywood doors Ordinary/BR 2'-3'

P Plywood doors Teak one side MR 2'-3"

P Plywood doors Teak one side BR 2'-3"

P Plywood doors Teak two side MR 2'-3"

P Plywood doors Teak two side BR 2'-3'

P Plywood doors

P Plywood doors Ordinary/MR 2'-6"

P Plywood doors Ordinary/BR 2'-6'

P Plywood doors Teak one side MR 2'-6"

P Plywood doors Teak one side BR 2'-6"

P Plywood doors Teak two side MR 2'-6"

P Plywood doors Teak two side BR 2'-6'

P Plywood doors

Hasps & Staples Metal

Hasps & Staples Metal

Hasps & Staples Metal

Hasps & Staples Metal

Hasps & Staples Metal

Window Fasterners Metal

Window Fasterners Metal

Window Rings Metal

Page 640: New BSR 16-02-2010

P Plywood doors Ordinary/MR 2'-9"

P Plywood doors Ordinary/BR 2'-9'

P Plywood doors Teak one side MR 2'-9"

P Plywood doors Teak one side BR 2'-9"

P Plywood doors Teak two side MR 2'-9"

P Plywood doors Teak two side BR 2'-9'

P Plywood doors

P Plywood doors Ordinary/MR 3'-0"

P Plywood doors Ordinary/BR 3'-0'

P Plywood doors Teak one side MR 3'-0"

P Plywood doors Teak one side BR 3'-0"

P Plywood doors Teak two side MR 3'-0"

P Plywood doors Teak two side BR 3'-0'

P Plywood doors

P Plywood doors Ordinary/MR 3'-6"

P Plywood doors Ordinary/BR 3'-6'

P Plywood doors Teak one side MR 3'-6"

P Plywood doors Teak one side BR 3'-6"

P Plywood doors Teak two side MR 3'-6"

P Plywood doors Teak two side BR 3'-6'

F Fibre Window

D Finish dooor 3'-6" x 7'-0" Jack

D Finish dooor 3'-6" x 7'-0" Mahogani

D

D Roller door Zn/Al

D Roller door

D Roller door Moter

D

Page 641: New BSR 16-02-2010

Remarks Unit Currencet price DateOther Remark

Doors windows materila

No 8.35

No 5.58

No

No 250.00 29/12/2008

No 490.00 13/10/2008

No 435.00 29/12/2008

No 550.00

No 2,600.00 13/10/2008

No 1,800.00 29/12/2008

No 185.00 4/3/2009

No 195.00 4/3/2009

No 305.00 4/3/2009

No 415.00 4/3/2009

No 520.00 4/3/2009

No 550.00 4/3/2009

No 52.00 4/3/2009

Powder coated finish-Metco Gold 1 No 104.00 8/3/2009

1 No 138.25 8/3/2009

1 No 152.75 8/3/2009

1 No 168.75 8/3/2009

1 No 180.25 8/3/2009

1 No 325.50 8/3/2009

1 No 364.00 8/3/2009

1 No 410.00 8/3/2009

pair 1,100.00

pair

pair 360.00

pair 275.00

Page 642: New BSR 16-02-2010

Indian No 180.00 29/12/2008

Powder coated finish-Metco Gold 1 No 49.00 8/3/2009

1 No 65.00 8/3/2009

1 No 77.75 8/3/2009

1 No 93.25 8/3/2009

1 No 101.00 8/3/2009

1 No 126.75 8/3/2009

1 No 181.75 8/3/2009

1 No 190.75 8/3/2009

1 No 227.75 8/3/2009

1 No 271.25 8/3/2009

1 No 286.75 8/3/2009

1 No 358.50 8/3/2009

Powder coated finish-Metco Gold 1 No 109.50 8/3/2009

1 No 126.50 8/3/2009

1 No 165.25 8/3/2009

1 No 248.00 8/3/2009

1 No 274.50 8/3/2009

1 No 309.00 8/3/2009

1 No 523.75 8/3/2009

1 No 571.50 8/3/2009

No

Powder coated finish-Metco Gold 1 No 190.75 8/3/2009

1 No 2,910.00

2,900.00

Page 643: New BSR 16-02-2010

Powder coated finish-Metco Gold 1 No 50.75 8/3/2009

1 No 58.50 8/3/2009

1 No 109.00 8/3/2009

1 No 119.00 8/3/2009

1 No 216.00 8/3/2009

Powder coated finish-Metco Gold 1 No 102.00 8/3/2009

1 No 102.00 8/3/2009

Powder coated finish-Metco Gold 1 No 69.00 8/3/2009

11 3,360.00 15/10/2008

11 2,670.00 15/10/2008

8 2,170.00 15/10/2008

Sq.ft 450.00 4842

without VAT Sq.ft 75.00 3/3/2009 Asoka glass

with VAT Sq.ft 100.00 27/4/2009

without VAT Sq.ft 280.00 3/3/2009 Asoka glass

Sand blast glass 6mm thick one side Sq.ft 215.00 11/12/2008

L.ft 70.00 11/12/2008

Nos 3,950.00 8/3/2009

Nos 4,100.00 8/3/2009

Nos 4,100.00 15/02/2007

Nos 4,250.00 15/02/2007

Nos 5,100.00 15/02/2007

Nos 5,250.00 15/02/2007

Nos 4,000.00 8/3/2009

Nos 4,150.00 8/3/2009

Nos 4,250.00 15/02/2007

Nos 4,400.00 15/02/2007

Nos 5,200.00 15/02/2007

Nos 5,350.00 15/02/2007

Page 644: New BSR 16-02-2010

Nos 4,125.00 8/3/2009

Nos 4,275.00 8/3/2009

Nos 4,350.00 15/02/2007

Nos 4,500.00 15/02/2007

Nos 5,250.00 15/02/2007

Nos 5,400.00 15/02/2007

Nos 4,725.00 8/3/2009

Nos 4,875.00 8/3/2009

Nos 4,700.00 15/02/2007

Nos 4,850.00 15/02/2007

Nos 5,650.00 15/02/2007

Nos 5,800.00 15/02/2007

Nos 4,850.00 8/3/2009

Nos 5,000.00 8/3/2009

Nos 4,800.00 15/02/2007

Nos 4,950.00 15/02/2007

Nos 5,750.00 15/02/2007

Nos 5,900.00 15/02/2007

1 Sq.ft 1200.00-3000.00 8/3/2009

Nos 20,000.00 8/3/2009

Nos 14,500.00 8/3/2009

Sq.ft 700.00 21/04/2009

16' 0" x 8' 0" Nos 30,000.00 21/04/2009

Nos 35,000.00 21/04/2009

Page 645: New BSR 16-02-2010

Telephone Price Date

Doors windows materila

Page 646: New BSR 16-02-2010

190.00 13/10/2008

20.00

Page 647: New BSR 16-02-2010

0112-314820-2

90.00 3/3/2009

0112-314820-2

2,800.00 15/02/2007

2,950.00 15/02/2007

2,900.00 15/02/2007

3,050.00 15/02/2007

Page 648: New BSR 16-02-2010

3,100.00 15/02/2007

3,250.00 15/02/2007

3,600.00 15/02/2007

3,750.00 15/02/2007

3,850.00 15/02/2007

4,050.00 15/02/2007

Page 649: New BSR 16-02-2010

Code Category Description

Painting Items

Pentalite Emulsion Paints

P Painting Items Emulsion paint

P Painting Items Emulsion paint

P Painting Items Emulsion paint -CIC

P Painting Items Emulsion paint

P Painting Items Emulsion paint

P Painting Items Emulsion paint

P Painting Items Eanemal paint

P Painting Items wood paint

P Painting Items Aluminium paint

P Painting Items Roof paint

P Painting Items Aluminium sealer

P Painting Items Alkali Resistant plaster primer

P Painting Items G.I. Adhession promoter

P Painting Items Q/D Zinc phosphate red primer

P Painting Items Q/D MIO paint silver Grey

P Painting Items Q/D Metal primer Zinc phospate yellow / block

P Painting Items crack bridging wall primer

P Painting Items Colour enhancing wall primer

Painting Items Q/D P/U floor paint

Painting Items Epoxy paint white

Painting Items Blackboard paint

Painting Items Epoxy floor paint

Painting Items Bathroom paint

Painting Items Heat resistance paint

Painting Items Masonary sealer

Painting Items Weathersshield texture base

Painting Items Interior texture base

Painting Items Acrylic wall filler

Painting Items Acrylic wall putty

Painting Items Flexible filler

Painting Items Masonary water repellant

Painting Items Super grip filler

Painting Items Master palette emulsion ( dark colours)

Painting Items Master palette emulsion ( light colours)

Index

Page 650: New BSR 16-02-2010

Painting Items Master palette weathershield ( dark colours)

Painting Items Master palette weathershield ( light colours)

Painting Items Master palette gloss ( dark colours)

Painting Items Master palette gloss ( light colours)

Painting Items Anicorrsive paint

Painting Items Anicorrsive paint

Painting Items Polyurethane varnish -Gloss

Painting Items Polyurethane varnish -Matt

Painting Items Coach finish varnish - gloss

Painting Items Coach finish varnish - matt

Painting Items Exterior varnish - gloss

Painting Items Exterior varnish - matt

Painting Items Parquet varnish

Painting Items Teak oil

Painting Items Woodfinish gloss lacquer

Painting Items Woodfinish stain

Painting Items Sanding sealer concentrate

Painting Items Sanding sealer rosewood

Painting Items woodfiller ( clear)

Painting Items Wood sheen ( Mshogany , Teak , Walnut, Ebony, Pine)

Painting Items Woodstain ( Mshogany , Teak , Walnut, Jackwood )

Painting Items Thinner 850-8

Painting Items Epoxy thinner 850-761

Painting Items Mineral turpentine

Painting Items Parquet varnish thinner

Painting Items Enamel paint

Painting Items sand paper

Painting Items Brush

Painting Items Brush

Painting Items Brush

Painting Items Brush

Painting Items Brush

Painting Items Brush

Painting Items Brush

Painting Items Brush

Painting Items Roller Brush

Painting Items Oil primer

Painting Items Oil primer

Page 651: New BSR 16-02-2010

Painting Items Oil primer

Painting Items Oil primer

Painting Items Filler

Painting Items Filler

Painting Items Filler

Painting Items Filler

Painting Items Enamal paint

Painting Items Enamal paint

Painting Items Enamal paint

Painting Items Enamal paint

Painting Items Thinner (Autocare N/C Super)

Painting Items Thinner (Autocare N/C GP)

Painting Items Thinner (Autocare GP)

Painting Items Thinner (Asian Paint Epoxy)

Painting Items Thinner (Asian Paint Mineral Turpentine)

Painting Items Thinner (Metacare Stoving Thinner 050)

Painting Items Thinner (Metacare Stoving Thinner CCS)

Painting Items Thinner (Autocare Acrylic Thinner)

Wood preservitive

Wood preservitive

Wood primer

Wood primer

Wood primer

Wall primer

Wall primer

Wood stain

Wood stain

Wood stain

Wood finish stain

Wood finish stain

Wood finish stain

Wood finish stainSteel primer

Totalcoat

Painting Water base

Painting Spray paint

Wall putty 28Kg bag

Painting ItemsPainting ItemsPainting ItemsPainting ItemsPainting ItemsPainting ItemsPainting ItemsPainting ItemsPainting ItemsPainting ItemsPainting ItemsPainting ItemsPainting ItemsPainting ItemsPainting ItemsPainting Items

Page 652: New BSR 16-02-2010

Remarks Unit Currencet price Date Other Remark

Painting Items

11/8/2008 CIC price list -11th Aug 2008

White & all colours Ltr 550.00 16/02/2010

Brilllian white Ltr 700.00

weathershield all colour Ltr 750.00 16/02/2010

Dulux gloss finish Ltr

White & all colours Ltr 768.00

Brilllian white Ltr 780.00

Dulux egshell finish ( Blac Ltr 857.00

Stain wood Ltr 1,029.00

bright aluminium Ltr 844.00

Roofshied (water base ) all Ltr 879.00

Aluminium paint Ltr 723.00

Ltr 805.00

Ltr 494.00

Ltr 928.00

Ltr 1,074.00

Ltr

Ltr 955.00

Ltr 851.00

Ltr 884.00

Ltr

Ltr

Ltr 1,085.00

Ltr 892.00

Ltr 1,619.00

Ltr 560.00

Ltr 339.00

Ltr 328.25

Ltr 416.00

Ltr 631.00

Ltr 758.00

Ltr 564.50

400 gram 182.00

Ltr 705.00

Ltr 648.00

Page 653: New BSR 16-02-2010

Ltr 1,077.00

Ltr 1,017.00

Ltr 916.00

Ltr 818.00

Black, red, Oxide, Brown Ltr 586.00

Grey , Green Ltr 601.00

Ltr 797.00

Ltr 879.00

Ltr 697.00

Ltr 767.00

Ltr 895.00

Ltr 1,191.00

Ltr 867.00

Ltr 472.75

Ltr 980.00

Ltr 980.00

Ltr 1,069.00

Ltr 1,156.00

Ltr

Wood sheen ( Mshogany , Teak , Walnut, Ebony, Pine) Ltr 781.00

Ltr 845.00

Ltr

Ltr 260.00

Ltr 432.75

Ltr 262.75

Ltr 351.00

Enamel paint Ltr 622.00

Nos 42.50

1/2" 100.00 8/3/2009

3/4" 115.00 8/3/2009

1" 145.00 8/3/2009

1 1/2" 185.00 8/3/2009

2" 280.00 8/3/2009

2 1/2" 325.00 8/3/2009

3" 400.00 8/3/2009

6" 595.00 8/3/2009

9" 595.00 8/4/2009

Page 654: New BSR 16-02-2010

10 Ltr Bucut 2,844.00

4 Ltr Bucut 1,138.00

1 Ltr Ltr 337.00

Ltr 525.00

Permoglaze Enamel

Eggshell Finish 4 Ltr 2,168.00

Matt Finish 4 Ltr 2,071.00

1 Ltr 553.00

4 Ltr 2,184.00 8/3/2009

4 Ltr 1,511.00 8/3/2009

4 Ltr 1,280.80 8/3/2009

4 Ltr 2,499.00 8/3/2009

4 Ltr 1,607.00 8/3/2009

4 Ltr 1,468.00 8/3/2009

Normal 4 Ltr 1,352.00 8/3/2009

4 Ltr 2,268.00 8/3/2009

1 Ltr 242.50 5/8/2008

Asian paints Aluminium wo 4 Ltr 2,077.00

1 Ltr 555.00

0.5 Ltr 301.00

1 312.75

4 Ltr 2,300.00 575

300 ml 230.00

4 Ltr 2,906.00

1 Ltr 795.00

500 ml 432.00

1 Ltr 973.00 8/3/2009

Bucut 28 kg 2,800.00 8/3/2009

Sq.ft 88.00 8/3/2009

Sq.ft 88.00 8/3/2009

bag 2,100.00

Page 655: New BSR 16-02-2010

Telephone Price Date

Painting Items

Page 656: New BSR 16-02-2010

450.00

Page 657: New BSR 16-02-2010

167.50 9/2/2005

Page 658: New BSR 16-02-2010

Code Category Description Remarks Unit Currencet price

Waterproofing material

Waterproofing material Febmix iLtr

Waterproofing material M.C. 31 1Ltr

Waterproofing material DPC tar bitumen gal 530.00

Waterproofing material shell fintkote type 3 Ltr 231.00

Waterproofing material shell fintkote type 5 Ltr 242.00

W Water Proofing 875.00

W Water Proofing Barralastic Without Screed 1Sq.ft 96.00

1 m2

Index

Page 659: New BSR 16-02-2010

Date Other RemarkTelephone Price Date

Waterproofing material

###

27.25

26/04/2009

Page 660: New BSR 16-02-2010

Code Category Description Remarks

Floor / wall / Ceiling finishing material

Colour cement Red super dark

Colour cement Dark brown

Colour cement Black special

Colour cement Briliant blue extra

Colour cement Green tennis court

Colour cement White cement

Colour cement White cement

T Tile 6" x 6"T Tile 8" x 8"T Tile 12" x 12"T wall tile 6" x 6"T wall tile 8" x12"T wall tile 8" x 8"T wall tile 12" x 12"T

T wall tile 200mm wide Boder tileT

T

T Tile Slate tile 1'-0' 1'-0"T

T Concrete paving slab 12" x12"T Concrete paving slab 6" x 6"T Concrete paving slab 16" x16"T Concrete paving slab 300x300x50mm Natural

Colour

Natural ( with R/F )

T Tile Mosaic tileT

T Tile Terracota tile 8" x 8"T Tile Terracota tile 1'-0" x 1'-0"T

T Tile Cement Tile 1'-0" x 1'-0"Tile 16"x16"

Index

Page 661: New BSR 16-02-2010

Tile 12" x12" StaircaseTile 16" x16"Tile 12" x12" bathroom floor

T Tile 12" x12" Bathroom wallTile

G Granite Blue fal

G Granite Shiva Gold

G Granite Green Galaxy

G Granite Natural stone 4" x8"

G Granite Natural stone 12" x6"

G

Rough granite "Mirisgal" 1'-0" x1'-0"

Rough granite Coble stone 9" x 5"Rough granite Rubble stone (1'0"x1'0" )

Rough granite Pebbles (50 Kg)

T Tile grout

Terrazzo chips

Titanium

C Construction grout 25Kg sack

P External Paving tile Including labour cost

Adhesive glue

Interlocking Paving With Quary Dust

C Ceiling sheet 3.2mm superflex sheet 4'-0" x 4'-0"

C Ceiling sheet 6mm superflex sheet 8'-0" x 4'-0"

C

C Ceiling sheet 9mm Gypsum sheet 4'-0" x 4'-0"

C Ceiling sheet 12mm Gypsum sheet 4'-0" x 4'-0"

C Ceiling sheet Asbestos sheet 4'-0" x4'-0"

C

C Ceiling sheet 1 1/2"x1 1/2" cove moulding

C Ceiling sheet 1/2"x1/2" beading

C

T Lumumidella plank 6" thick width ( with planing )

Page 662: New BSR 16-02-2010

Ceiling finishes

Ceiling finishes15mm thick

Ceiling finishes4.5mm thick

Concealed ceiling with bulk head system using " Euro frame" suspended fames work

Mineral fiber ceiling system with 600x600mm frame work

Cement finber board / Moisture resistant 600x600x4.5mm thick

Page 663: New BSR 16-02-2010

Unit Currencet price Date Other Remark Telephone Price

Floor / wall / Ceiling finishing material

kg 456.00 9/8/2008 Mascons Ltd 2325561-3

kg 589.25 9/8/2008 Mascons Ltd

kg 493.25 9/8/2008 Mascons Ltd

kg 640.50 9/8/2008 Mascons Ltd

kg 547.25 9/8/2008 Mascons Ltd

kg 33.80 9/8/2008 Mascons Ltd

bag 1,300.00

80.00 1/6/2009

150.00 1/6/2009 138/= to 173/=

Nos 210.00

Nos 78.75 9/8/2008 Mascons Ltd with VAT

Nos 37.00

Nos 250.00 12/12/2008

Nr 88.00 15/102/2010 SMA holdings

Nr 123.00 15/102/2010

Nr 147.00 15/102/2010

Sq.ft 750.00

nos 28.00 25/03/2009

nos 60.00 25/03/2009

nos 180.00 1/6/2009

Sq.ft 160.00 40,277.00

Page 664: New BSR 16-02-2010

Sq.ft 145.00 40,277.00

Sq.ft 132.00 40,277.00

Sq.ft 140.00 40,277.00

Sq.ft 104.00

Sq.ft 2,650.00 12/8/2008

Sq.ft 975.00 12/8/2008

Sq.ft 1,700.00 12/8/2008

Nos 83.00 12/8/2008

Nos 274.00 12/8/2008

Nos 350.00 20/03/2009

Nos 200.00

Sq.ft 3,000.00

50 kg 7,500.00

kg 155.00

Cwt 950.00

kg 525.00 12/4/2009

25Kg sack ###

Sq.ft 185.00 8/3/2009

Sq.ft 100.00 8/4/2009

Sq.ft 165.00 9/11/2009 011-2796003

Pavex(Pvt)Ltd

Sheet 400.00 24/10/2008

Sheet 1,840.00 12/4/2009

Sheet 1,175.00 26/4/2009

Sheet 1,350.00 26/4/2009

Nos 380.00 15/2/2010 255.55

Sq.ft 56.00 5/8/2008 NAM timber Tel 2818800

Page 665: New BSR 16-02-2010

m2 3,775.00 3/11/2008 Access ( Rate without VAT)

m2 2,000.00 3/11/2008 Access ( Rate without VAT)

m2 2,167.00 3/11/2008 Access ( Rate without VAT)

Page 666: New BSR 16-02-2010

Date

Page 667: New BSR 16-02-2010

Code Category Description Remarks

Plumbing material

P PVC pipe 20mm -1/2" Type 1000

P PVC pipe 25mm - 3/4" Type 1000

P PVC pipe 32mm - 1" Type 1000

P PVC pipe 40mm - 11/4" Type 1000

P PVC pipe 50mm - 11/2" Type 1000

P PVC pipe 63mm - 2" Type 1000

P PVC pipe 75mm - 2 1/2" Type 1000

P PVC pipe 90mm - 3" Type1000

P PVC pipe 110mm - 4" Type1000

P PVC pipe 140mm - 5" Type1000

P PVC pipe 160mm - 6" Type1000

P PVC pipe 225mm - 8" Type1000

P PVC pipe 280mm - 10" Type 1000

P PVC pipe 315mm - 12" Type 1000

P PVC pipe 32mm - 1" Type 600

P PVC pipe 40mm - 11/4" Type 600

P PVC pipe 50mm - 11/2" Type 600

P PVC pipe 63mm - 2" Type 600

P PVC pipe 75mm - 2 1/2" Type 600

P PVC pipe 90mm - 3" Type 600

P PVC pipe 110mm - 4" Type 600

P PVC pipe 140mm - 5" Type 600

P PVC pipe 160mm - 6" Type 600

P PVC pipe 225mm - 8" Type 600

P PVC pipe 280mm - 10" Type 600

P PVC pipe 315mm - 12" Type 600

P PVC pipe 50mm - 11/2" Type 400

P PVC pipe 63mm - 2" Type 400

P PVC pipe 75mm - 2 1/2" Type 400

P PVC pipe 90mm - 3" Type 400

P PVC pipe 160mm - 6" Type 400

P PVC pipe 225mm - 8" Type 400

P PVC pipe 280mm - 10" Type 400

P PVC pipe 315mm - 12" Type 400

Index

Page 668: New BSR 16-02-2010

P PVC fittings - clip 20mm -1/2"

P PVC fittings - clip 25mm - 3/4"

P PVC fittings - clip 32mm - 1"

P PVC fittings - clip 40mm - 11/4"

P PVC fittings - clip 50mm - 11/2"

P PVC fittings - clip 63mm - 2"

P PVC fittings - clip 75mm - 2 1/2"

P PVC fittings - clip 90mm - 3"

P PVC fittings - clip 110mm - 4"

P PVC fittings - cap 20mm -1/2"

P PVC fittings - cap 25mm - 3/4"

P PVC fittings - cap 32mm - 1"

P PVC fittings - cap 40mm - 11/4"

P PVC fittings - cap 50mm - 11/2"

P PVC fittings - cap 63mm - 2"

P PVC fittings - cap 75mm - 2 1/2"

P PVC fittings - cap 90mm - 3"

P PVC fittings - cap 110mm - 4"

P PVC fittings - elbow 20mm -1/2"

P PVC fittings - elbow 25mm - 3/4"

P PVC fittings - elbow 32mm - 1"

P PVC fittings - elbow 40mm - 11/4"

P PVC fittings - elbow 50mm - 11/2"

P PVC fittings - elbow 63mm - 2"

P PVC fittings - elbow 75mm - 2 1/2"

P PVC fittings - elbow 90mm - 3"

P PVC fittings - elbow 110mm - 4"

P PVC fittings - equal tee 20mm -1/2"

P PVC fittings - equal tee 25mm - 3/4"

P PVC fittings - equal tee 32mm - 1"

P PVC fittings - equal tee 40mm - 11/4"

P PVC fittings - equal tee 50mm - 11/2"

P PVC fittings - equal tee 63mm - 2"

P PVC fittings - equal tee 75mm - 2 1/2"

P PVC fittings - equal tee 90mm - 3"

P PVC fittings - equal tee 110mm - 4"

P PVC fittings - faucet socket 20mm -1/2"

P PVC fittings - faucet socket 25mm - 3/4"

P PVC fittings - faucet socket 32mm - 1"

P PVC fittings - faucet socket 40mm - 11/4"

P PVC fittings - faucet socket 50mm - 11/2"

P PVC fittings - faucet socket 63mm - 2"

Page 669: New BSR 16-02-2010

P PVC fittings - faucet socket 75mm - 2 1/2"

P PVC fittings - faucet socket 90mm - 3"

P PVC fittings - faucet socket 110mm - 4"

P PVC fittings - bend 20mm -1/2"

P PVC fittings - bend 25mm - 3/4"

P PVC fittings - bend 32mm - 1"

P PVC fittings - bend 40mm - 11/4"

P PVC fittings - bend 50mm - 11/2"

P PVC fittings - bend 63mm - 2"

P PVC fittings - bend 75mm - 2 1/2"

P PVC fittings - bend 90mm - 3"

P PVC fittings - bend 110mm - 4"

P PVC fittings - socket 20mm -1/2"

P PVC fittings - socket 25mm - 3/4"

P PVC fittings - socket 32mm - 1"

P PVC fittings - socket 40mm - 11/4"

P PVC fittings - socket 50mm - 11/2"

P PVC fittings - socket 63mm - 2"

P PVC fittings - socket 75mm - 2 1/2"

P PVC fittings - socket 90mm - 3"

P PVC fittings - socket 110mm - 4"

P PVC fittings - valve socket 20mm -1/2"

P PVC fittings - valve socket 25mm - 3/4"

P PVC fittings - valve socket 32mm - 1"

P PVC fittings - valve socket 40mm - 11/4"

P PVC fittings - valve socket 50mm - 11/2"

P PVC fittings - valve socket 63mm - 2"

P PVC fittings - valve socket 75mm - 2 1/2"

P PVC fittings - valve socket 90mm - 3"

P PVC fittings - valve socket 110mm - 4"

P PVC conduit pipe 18mm 5/8"

P PVC conduit pipe 20mm 3/4"

P PVC conduit pipe 25mm 1"

P PVC conduit pipe 30mm 1 1/4"

P PVC conduit pipe 40mm 11/2"

P PVC conduit pipe 50mm 2"

P PVC conduit pipe 90mm T 1000

P PVC conduit pipe 110mm T 1000

PVC conduit fittings - bend 18 mm

Page 670: New BSR 16-02-2010

PVC conduit fittings - bend 20 mm

PVC conduit fittings - bend 25 mm

PVC conduit fittings - bend 30 mm

PVC conduit fittings - bend 40 mm

PVC conduit fittings - bend 50 mm

PVC conduit fittings - socket 18 mm

PVC conduit fittings - socket 20 mm

PVC conduit fittings - socket 25 mm

PVC conduit fittings - socket 30 mm

PVC conduit fittings - socket 40 mm

PVC conduit fittings - socket 50 mm

PVC conduit fittings - saddle 18 mm

PVC conduit fittings - saddle 20 mm

PVC conduit fittings - saddle 25 mm

PVC conduit fittings - saddle 30 mm

PVC conduit fittings - saddle 40 mm

PVC conduit fittings - saddle 50 mm

Roof plumbing - gutter Square Gutter

Roof plumbing - gutter Half Round Gutter

Roof plumbing - gutter fittings Running Head

Roof plumbing - gutter fittings Gutter Joiner

Roof plumbing - gutter fittings Mitre Joiner

Roof plumbing - gutter fittings End Cap

Roof plumbing - gutter fittings Gutter Box

Roof plumbing - gutter fittings Gutter Bracket-A

Roof plumbing - gutter fittings Gutter Bracket-B

Roof plumbing - down pipe Down Pipe

Roof plumbing - down pipe fittings Down Spout Elbow

Roof plumbing - down pipe fittings Down Spout Joiner

Roof plumbing - down pipe fittings Down Spout Clip

New Rain Water Gutter System

Roof plumbing - gutter Square Gutter (Brown)

Roof plumbing - gutter Half Round Gutter (Brown)

Gutter & Down Spout Fittings

Roof plumbing - gutter fittings Running Head

Roof plumbing - gutter fittings Gutter Joiner

Roof plumbing - gutter fittings Mitre Joiner (Outer)

Page 671: New BSR 16-02-2010

Roof plumbing - gutter fittings Mitre Joiner (Inner)

Roof plumbing - gutter fittings End Cap

Roof plumbing - gutter fittings Gutter Box (200x200x200mm)

Roof plumbing - gutter fittings Gutter Bracket (Inner)

Roof plumbing - gutter fittings Gutter Bracket (Outer)

Roof plumbing - gutter fittings DP Elbow

Roof plumbing - gutter fittings DP Angle Elbow

Roof plumbing - gutter fittings DP Joiner

Roof plumbing - gutter fittings DP Clip

Roof plumbing - gutter fittings DP Conveyor

Roof plumbing - gutter fittings DP "Y"

Roof plumbing - gutter fittings DP Tee

Roof plumbing - gutter fittings Gutter Box Connector

Reducing fittings - reducing socket 25x20mm

Reducing fittings - reducing socket 32x20mm

Reducing fittings - reducing socket 32x25mm

Reducing fittings - reducing socket 40x20mm

Reducing fittings - reducing socket 40x25mm

Reducing fittings - reducing socket 40x32mm

Reducing fittings - reducing socket 50x20mm

Reducing fittings - reducing socket 50x25mm

Reducing fittings - reducing socket 50x32mm

Reducing fittings - reducing socket 50x40mm

Reducing fittings - reducing socket 63x20mm

Reducing fittings - reducing socket 63x25mm

Reducing fittings - reducing socket 63x32mm

Reducing fittings - reducing socket 63x40mm

Reducing fittings - reducing socket 63x50mm

Reducing fittings - reducing tee 25x20mm

Reducing fittings - reducing tee 32x20mm

Reducing fittings - reducing tee 32x25mm

Reducing fittings - reducing tee 40x20mm

Reducing fittings - reducing tee 40x25mm

Reducing fittings - reducing tee 40x32mm

Reducing fittings - reducing tee 50x20mm

Reducing fittings - reducing tee 50x25mm

Reducing fittings - reducing tee 50x32mm

Reducing fittings - reducing tee 50x40mm

Reducing fittings - reducing tee 63x20mm

Reducing fittings - reducing tee 63x25mm

Reducing fittings - reducing tee 63x32mm

Reducing fittings - reducing tee 63x40mm

Reducing fittings - reducing tee 63x50mm

Page 672: New BSR 16-02-2010

H Hot water pipes CPVC Pipe 1/4" ( 10mm)

H Hot water pipes CPVC Pipe 1/2" ( 15mm)

H Hot water pipes CPVC Pipe 3/4" ( 20mm)

Fittings

Hot water - fittings CPVC Coupling 1/2" (15mm)

Hot water - fittings CPVC Coupling 3/4" (20mm)

Hot water - fittings CPVC Threded Male Adaptor 1/2" (15mm)

Hot water - fittings CPVC Threded Male Adaptor 3/4" (20mm)

Hot water - fittings CPVC Threded Female Adaptor 1/2" (15mm)

Hot water - fittings CPVC Threded Female Adaptor 3/4" (20mm)

Hot water - fittings Brass Threded Male Adaptor 1/2" (15mm)

Hot water - fittings Brass Threded Male Adaptor 3/4" (20mm)

Hot water - fittings Brass Threded Female Adaptor 1/2" (15mm)

Hot water - fittings Brass Threded Female Adaptor 3/4" (20mm)

Hot water - fittings Brass EPT Elbow 1/2" (15mm)

Hot water - fittings Brass EPT Elbow 3/4" (20mm)

Hot water - fittings Brass EPT Tee 3/4"x1/2" (20x15mm)

Hot water - fittings Brass Coupling 3/4"x1/2" (20x15mm)

Hot water - fittings CPVC Reducer Coupling 3/4"x1/2" (20x15mm

Hot water - fittings CPVC Union 1/2" (15mm)

Hot water - fittings CPVC Union 3/4" (20mm)

Hot water - fittings CPVC Elbow 1/2" 45D (15mm)

Hot water - fittings CPVC Elbow 3/4" 45D (20mm)

Hot water - fittings CPVC Cap 1/2" (15mm)

Hot water - fittings CPVC Cap 3/4" (20mm)

Hot water - fittings CPVC Elbow 1/2" (15mm)

Hot water - fittings CPVC Elbow 3/4" (20mm)

Hot water - fittings CPVC Tee 1/2" (15mm)

Hot water - fittings CPVC Tee 3/4" (20mm)

Hot water - fittings CPVC Reducer Bush 3/4"x1/2" (20x15mm)

Hot water - fittings CPVC Reducer Tee 3/4"x1/2" (20x15mm)

Adhesive Solution Adhesive Solution - 50ml

Adhesive Solution Adhesive Solution - 118ml

P Compact Ball Valve 20 mm diameterP Compact Ball Valve 25 mm diameterP Compact Ball Valve 32 mm diameterP Compact Ball Valve 40 mm diameterP Compact Ball Valve 50 mm diameterP Compact Ball Valve 63 mm diameter

National PVC water tank

P Water tank 350Ltr

P Water tank 500Ltr

Page 673: New BSR 16-02-2010

P Water tank 1000Ltr

P Water tank 2000Ltr

P S-Lon Water Tank (vertical)

P Water tank 300Ltr Watermaate

P Water tank 500Ltr Watermaate

P Water tank 1000Ltr Watermaate

P Water tank 2000Ltr Watermaate

P Water tank 350Ltr PE Plus

P Water tank 500Ltr PE Plus

P Water tank 750Ltr PE Plus

P Water tank 1000Ltr PE Plus

P Water tank 1500Ltr PE Plus

P Water tank 2000Ltr PE Plus

P Water tank 5000Ltr PE Plus

P Water tank 500Ltr White Layer

P Water tank 750Ltr White Layer

P Water tank 1000Ltr White Layer

P Water tank 1500Ltr White Layer

P Water tank 2000Ltr White Layer

P Water tank 10000Ltr Solco

P ANTON Water Tank (Vertical)

P Water tank 300Ltr

P Water tank 500Ltr

P Water tank 1000Ltr

P Water tank 1500Ltr

P Water tank 2000Ltr

Stainless steel water tank

P Water tank - Stainless steel 500Ltr

P Water tank - Stainless steel 850Ltr

P Water tank - Stainless steel 1250Ltr

S Water tank - Stainless steel 75LS Water tank - Stainless steel 100LS Water tank - Stainless steel 150LS Water tank - Stainless steel 200LS Water tank - Stainless steel 300LS Water tank - Stainless steel 450L

Solar panel 75L

100L

Page 674: New BSR 16-02-2010

150L

200L

300L

450L

H Hume pipe 3" dia 8' long

H Hume pipe 3" dia 8' long

H Hume pipe 4" dia 6' long

H Hume pipe 4" dia 8' long

H Hume pipe 9" dia 8' long

H Hume pipe 9" dia 4' long

H Hume pipe 12'' dia 8' long

H Hume pipe 12" dia 4' long

H Hume pipe 15" dia 8' long

H Hume pipe 15" dia 4' long

H Hume pipe 18' dia 8' long

H Hume pipe 18" dia 4' long

H Hume pipe 24" dia 8' long

H Hume pipe 24" dia 4' long

H Hume pipe 30" dia 8' long

H Hume pipe 30" dia 4' long

H Hume pipe 36" dia 8' long

H Hume pipe 36" dia 4' long

H Hume pipe 48" dia 8' long

H Hume pipe 48" dia 4' long

H Hume pipe 60" dia 8' long

S Septic tanks 10 Person 24'

S Septic tanks 15 Person 30"

S Septic tanks 25 person 36'

S Septic tanks 35 person 42"

S Septic tanks 50 person 48"

S Septic tanks 60 person 54'

S Septic tanks 75 person 60"

S Septic tanks 125 person 72'

S 10 Person 4'-0" x 8'-0"

S

S Septic tanks 4' 6" dia 8' 0" long

S

S

S Soakage pit 24" x4'

S Soakage pit 30" x4'

S Soakage pit 30" x4'

S Soakage pit 42" x4'

S Soakage pit 48" x4'

S Soakage pit 54" x4'

Page 675: New BSR 16-02-2010

S Soakage pit 60" x4'

S Soakage pit 72" x4'

B Brass item 0.5" Brass Gate Valve -English

B Brass item 0.5" Brass stops -English

B Brass item 0.5" C/P Stop -Cobra

B Brass item 1/2" Brass bib tap English

S

S

B Ball Cock 1"spain

B

S Solvent cement 25 GramsS Solvent cement 50 GramsS Solvent cement 75 GramsS Solvent cement 90 GramsS Solvent cement 250 GramsS Solvent cement 500 GramsS Solvent cement 1000 GramsS

S Stainless steel Bottle trap

S

S

S Stainless steel Gully cover

S

S Stainless steel shower Good Quality

S

S

H Hand bidet spray

H

T Towel Rail Cromium Plated 2' 0"

T

T Toilet accessories Cromium Plated

T

M Mirrors Mirror

M Pencil Edge

M Hole making

M Screws

M

F Flexible hose 16"

F

A Angle Valve

A

B Ball valve Pegler

Page 676: New BSR 16-02-2010

Ball valve 1/2" S -Lon

Ball valve 3/4"

Ball valve 1"

Ball valve 11/4"

Ball valve 11/2"

Ball valve 2"

Ball valve 3"

Ball valve

Ball valve

Cupper gutters

Sanitary fittings

S Sanitary fittings water closetS Sanitary fittings vanity basinS Sanitary fittings under counter basinS Sanitary fittings

S Sanitary fittings Urinals U.KS Sanitary fittings U.KS Sanitary fittings wash basin-Pedestal MalaysiaS Sanitary fittings Squatin panS Sanitary fittings Squatin panS Sanitary fittings Squatin panS

T Taps

T Taps

T Taps

T Taps Dual handle kitchen mixer tapT Taps

T Taps

T Taps

T Taps Garden tapT

TT Tap mixture tapT

S Shower

S Shower

Dual handle Lavatory mixer tap

Single lever Lavatory mixer tap

Single lever Lavatory mixer tap

Sigle handle kitchen mixer tapSigle handle kitchen mixer tapSigle handle kitchen mixer tap

Wall mounted single hadle bath mixer

Page 677: New BSR 16-02-2010

S Shower

S New Eurosmart basin mixer Grohe

S New Eurosmart concealed bathGrohe

S Concealed body bath Grohe

S Relaxa head shower buo Grohe

S Lineare basin mixer Grohe

S Lineare bidet mixer Grohe

S Silver metalic bidet spray Grohe

S Coasta sink mixer Grohe

S New Eurostyle sink mixer Grohe

S mintaa sink mixer Grohe

S Angle valve Grohe

S Angle valve Grohe

Page 678: New BSR 16-02-2010

Unit Currencet price Date Other Remark Telephone Price

Plumbing material

4m (13ft) 156.00 1.12.2008 39.00 194.00

4m (13ft) 429.00 1.12.2008 107.25 429.00

4m (13ft) 640.00 1.12.2008 160.00 640.00

4m (13ft) 948.00 1.12.2008 237.00 948.00

4m (13ft) 1,366.00 1.12.2008 341.50 1,366.00

4m (13ft) 2,305.00 1.12.2008 576.25 2,305.00

4m (13ft) 4,720.00 1.12.2008 1180.00 4,720.00

6m (20ft) 8,556.00 1.12.2008 1426.00 8,556.00

6m (20ft) 12,792.00 1.12.2008 12,792.00

6m (20ft) 21,192.00 1.12.2008 21,192.00

6m (20ft) 26,628.00 1.12.2008 26,628.00

6m (20ft) 51,957.00 1.12.2008 51,957.00

6m (20ft) 80,199.00 1.12.2008 80,199.00

6m (20ft) 101,853.00 1.12.2008 ###

4m (13ft) 272.00 1.12.2008 68.00 272.00

4m (13ft) 663.00 1.12.2008 165.75 663.00

4m (13ft) 886.00 1.12.2008 221.50 886.00

4m (13ft) 1,468.00 1.12.2008 367.00 1,468.00

4m (13ft) 2,898.00 1.12.2008 724.50 2,898.00

6m (20ft) 5,493.00 1.12.2008 915.50 5,493.00

6m (20ft) 8,046.00 1.12.2008 8,046.00

6m (20ft) 12,891.00 1.12.2008 12,891.00

6m (20ft) 16,788.00 1.12.2008 16,788.00

6m (20ft) 32,913.00 1.12.2008 32,913.00

6m (20ft) 50,619.00 1.12.2008 50,619.00

6m (20ft) 64,524.00 1.12.2008 64,524.00

4m (13ft) 628.00 1.12.2008 157.00 628.00

4m (13ft) 1,141.00 1.12.2008 285.25 1,141.00

4m (13ft) 1,836.00 1.12.2008 459.00 1,836.00

6m (20ft) 3,735.00 1.12.2008 622.50 3,735.00

6m (20ft) 11,640.00 1.12.2008 11,640.00

6m (20ft) 23,145.00 1.12.2008 23,145.00

6m (20ft) 34,896.00 1.12.2008 34,896.00

6m (20ft) 44,466.00 1.12.2008 44,466.00

Page 679: New BSR 16-02-2010

Nos 16.00 1.12.2008 16.00

Nos 17.00 1.12.2008 17.00

Nos 16.00 1.12.2008 18.00

Nos 21.00 1.12.2008 21.00

Nos 26.00 1.12.2008 26.00

Nos 27.00 1.12.2008 27.00

Nos 66.00 1.12.2008 66.00

Nos 81.00 1.12.2008 81.00

Nos 139.00 1.12.2008 139.00

Nos 19.00 1.12.2008 19.00

Nos 23.00 1.12.2008 23.00

Nos 31.00 1.12.2008 31.00

Nos 43.00 1.12.2008 43.00

Nos 63.00 1.12.2008 63.00

Nos 90.00 1.12.2008 90.00

Nos 255.00 1.12.2008 255.00

Nos 359.00 1.12.2008 359.00

Nos 422.00 1.12.2008 422.00

Nos 15.00 1.12.2008 15.00

Nos 27.00 1.12.2008 27.00

Nos 40.00 1.12.2008 40.00

Nos 66.00 1.12.2008 66.00

Nos 111.00 1.12.2008 111.00

Nos 187.00 1.12.2008 187.00

Nos 404.00 1.12.2008 404.00

Nos 683.00 1.12.2008 683.00

Nos 756.00 1.12.2008 756.00

Nos 20.00 1.12.2008 20.00

Nos 36.00 1.12.2008 36.00

Nos 55.00 1.12.2008 55.00

Nos 90.00 1.12.2008 90.00

Nos 156.00 1.12.2008 156.00

Nos 238.00 1.12.2008 238.00

Nos 395.00 1.12.2008 395.00

Nos 903.00 1.12.2008 903.00

Nos 1,394.00 1.12.2008 1,394.00

Nos 20.00 1.12.2008 20.00

Nos 28.00 1.12.2008 28.00

Nos 36.00 1.12.2008 36.00

Nos 67.00 1.12.2008 67.00

Nos 92.00 1.12.2008 92.00

Nos 143.00 1.12.2008 143.00

Page 680: New BSR 16-02-2010

Nos 284.00 1.12.2008 264.00

Nos 404.00 1.12.2008 404.00

Nos 906.00 1.12.2008 906.00

Nos 26.00 1.12.2008 26.00

Nos 36.00 1.12.2008 36.00

Nos 51.00 1.12.2008 51.00

Nos 111.00 1.12.2008 111.00

Nos 178.00 1.12.2008 178.00

Nos 288.00 1.12.2008 288.00

Nos 824.00 1.12.2008 824.00

Nos 1,378.00 1.12.2008 1,378.00

Nos 1,746.00 1.12.2008 1,746.00

Nos 16.00 1.12.2008 16.00

Nos 23.00 1.12.2008 23.00

Nos 34.00 1.12.2008 34.00

Nos 51.00 1.12.2008 51.00

Nos 78.00 1.12.2008 78.00

Nos 125.00 1.12.2008 125.00

Nos 308.00 1.12.2008 308.00

Nos 453.00 1.12.2008 453.00

Nos 727.00 1.12.2008 727.00

Nos 20.00 1.12.2008 20.00

Nos 28.00 1.12.2008 28.00

Nos 32.00 1.12.2008 32.00

Nos 60.00 1.12.2008 60.00

Nos 83.00 1.12.2008 83.00

Nos 138.00 1.12.2008 138.00

Nos 373.00 1.12.2008 373.00

Nos 578.00 1.12.2008 578.00

Nos 906.00 1.12.2008 906.00

4m (13ft) 81.00 1.12.2008 94.00

4m (13ft) 121.00 1.12.2008 134.00

4m (13ft) 167.00 1.12.2008 184.00

4m (13ft) 483.00 1.12.2008 483.00

4m (13ft) 686.00 1.12.2008 686.00

4m (13ft) 786.00 1.12.2008 786.00

6m (20ft)

6m (20ft)

Nos 16.00 1.12.2008 16.00

Page 681: New BSR 16-02-2010

Nos 20.00 1.12.2008 20.00

Nos 24.00 1.12.2008 24.00

Nos 41.00 1.12.2008 41.00

Nos 60.00 1.12.2008 60.00

Nos 85.00 1.12.2008 85.00

Nos 6.00 1.12.2008 6.00

Nos 7.00 1.12.2008 7.00

Nos 7.00 1.12.2008 7.00

Nos 20.00 1.12.2008 20.00

Nos 24.00 1.12.2008 24.00

Nos 38.00 1.12.2008 38.00

Nos 11.00 1.12.2008 11.00

Nos 11.00 1.12.2008 11.00

Nos 11.00 1.12.2008 11.00

Nos 12.00 1.12.2008 12.00

Nos 13.00 1.12.2008 13.00

Nos 17.00 1.12.2008 17.00

3.65m (12ft) 809.00 1.12.2008 934.00

Nos 233.00 1.12.2008 233.00

Nos 101.00 1.12.2008 101.00

Nos 328.00 1.12.2008 328.00

Nos 84.00 1.12.2008 84.00

Nos 554.00 1.12.2008 554.00

Nos 44.00 1.12.2008 44.00

Nos 20.00 1.12.2008 20.00

3.65m (12ft) 788.00 1.12.2008 788.00

Nos 142.00 1.12.2008 142.00

Nos 105.00 1.12.2008 105.00

Nos 22.00 1.12.2008 22.00

1,467.00 11.08.2008

972.00 11.08.2008

Nos 233.00 1.12.2008 264.00

Nos 101.00 1.12.2008 114.00

Nos 328.00 1.12.2008 384.00

Page 682: New BSR 16-02-2010

Nos 328.00 1.12.2008 384.00

Nos 84.00 1.12.2008 98.00

Nos 554.00 1.12.2008 708.00

Nos 44.00 1.12.2008 48.00

Nos 20.00 1.12.2008 60.00

Nos 168.00 11.08.2008 168.00

Nos 168.00 11.08.2008 168.00

Nos 118.00 11.08.2008 118.00

Nos 28.00 11.08.2008 28.00

Nos 64.00 11.08.2008 64.00

Nos 330.00 11.08.2008 330.00

Nos 240.00 11.08.2008 240.00

Nos 72.00 11.08.2008 72.00

Nos 22.00 1.12.2008 22.00

Nos 27.00 1.12.2008 27.00

Nos 34.00 1.12.2008 34.00

Nos 44.00 1.12.2008 44.00

Nos 50.00 1.12.2008 50.00

Nos 57.00 1.12.2008 58.00

Nos 59.00 1.12.2008 59.00

Nos 68.00 1.12.2008 68.00

Nos 81.00 1.12.2008 81.00

Nos 84.00 1.12.2008 84.00

Nos 99.00 1.12.2008 99.00

Nos 103.00 1.12.2008 103.00

Nos 107.00 1.12.2008 107.00

Nos 110.00 1.12.2008 110.00

Nos 115.00 1.12.2008 115.00

Nos 38.00 1.12.2008 38.00

Nos 50.00 1.12.2008 50.00

Nos 56.00 1.12.2008 56.00

Nos 66.00 1.12.2008 66.00

Nos 86.00 1.12.2008 86.00

Nos 90.00 1.12.2008 90.00

Nos 102.00 1.12.2008 102.00

Nos 119.00 1.12.2008 119.00

Nos 128.00 1.12.2008 128.00

Nos 146.00 1.12.2008 146.00

Nos 228.00 1.12.2008 228.00

Nos 235.00 1.12.2008 235.00

Nos 236.00 1.12.2008 236.00

Nos 238.00 1.12.2008 238.00

Nos 246.00 1.12.2008 246.00

Page 683: New BSR 16-02-2010

3 m 840.00 27.04.2009

3 m 870.00 27.04.2009 690.00

3 m 861.00 11.08.2008

Nos 35.00 11.08.2008

Nos 65.00 11.08.2008

Nos 45.00 11.08.2008

Nos 80.00 11.08.2008

Nos 65.00 11.08.2008

Nos 105.00 11.08.2008

Nos 450.00 11.08.2008

Nos 580.00 11.08.2008

Nos 450.00 11.08.2008

Nos 590.00 11.08.2008

Nos 195.00 11.08.2008

Nos 240.00 11.08.2008

Nos 275.00 11.08.2008

Nos 260.00 11.08.2008

Nos 70.00 11.08.2008

Nos 540.00 11.08.2008

Nos 795.00 11.08.2008

Nos 60.00 11.08.2008

Nos 100.00 11.08.2008

Nos 30.00 11.08.2008

Nos 50.00 11.08.2008

Nos 50.00 11.08.2008

Nos 100.00 11.08.2008

Nos 65.00 11.08.2008

Nos 145.00 11.08.2008

Nos 35.00 11.08.2008

Nos 125.00 11.08.2008

kg 640.00 11.08.2008

kg 920.00 11.08.2008

Nos 122.00 1.12.2008 122.00

Nos 221.75 1.12.2008 221.00

Nos 237.00 1.12.2008 237.00

Nos 371.75 1.12.2008 371.00

Nos 494.75 1.12.2008 494.00

Nos 789.50 1.12.2008 789.00

Nos 5,065.00

Nos 7,000.00

Page 684: New BSR 16-02-2010

Nos 11,300.00

Nos 20,665.00

Nos 4,775.00 11.08.2008

Nos 5,775.00 11.08.2008

Nos 10,300.00 11.08.2008

Nos 18,700.00 11.08.2008

Nos 5,125.00 11.08.2008

Nos 6,580.00 11.08.2008

Nos 9,800.00 11.08.2008

Nos 12,000.00 11.08.2008

Nos 17,000.00 11.08.2008

Nos 21,450.00 11.08.2008

Nos 50,500.00 11.08.2008

Nos 8,460.00 11.08.2008

Nos 10,900.00 11.08.2008

Nos 13,400.00 11.08.2008

Nos 19,400.00 11.08.2008

Nos 24,700.00 11.08.2008

Nos 84,000.00 11.08.2008

Nos 5,170.00 11.08.2008

Nos 6,940.00 11.08.2008

Nos 12,835.00 11.08.2008

Nos 17,975.00 11.08.2008

Nos 26,200.00 11.08.2008

Nos 19,600.00 11.08.2009

Nos 24,900.00 11.08.2009

Nos 32,900.00 11.08.2009

Nos 55,000.00 11.08.2009

Nos 69,000.00 11.08.2009

Nos 93,000.00 11.08.2009

Nos 115,000.00 11.08.2009

Nos 150,000.00 11.08.2009

Nos 225,000.00 11.08.2009

Nos 68,000.00 15/02/20210

Nos 85,000.00 15/02/20210

Page 685: New BSR 16-02-2010

Nos 106,250.00 15/02/20210

Nos 127,500.00 15/02/20210

Nos 168,300.00 15/02/20210

Nos 242,250.00 15/02/20210

6lft 420.00

8lft 636.00

6lft 510.00

8lft 663.00

8lft 3,200.00 5/7/2007 978.00

4lft 1,800.00 5/7/2007

8lft 3,800.00 5/7/2007 1,275.00

4lft 1,900.00 5/7/2007

8lft 5,000.00 5/7/2007 1,275.00

4lft 2,500.00 5/7/2007

8lft 5,800.00 5/7/2007 1,950.00

4lft 2,900.00 5/7/2007

8lft 7,200.00 5/7/2007 1,950.00

4lft 3,225.00 9/1/2009 Dias concrete -2930763

8lft 8,800.00 5/7/2007 1,950.00

4lft 4,400.00 5/7/2007

8lft 10,800.00 5/7/2007 1,951.00

4lft 6,000.00 9/1/2009 Dias concrete -2930763

8lft 16,900.00 5/7/2007 9,330.00

4lft 8,450.00 5/7/2007

8lft 14,100.00

No 5,100.00

No 69,000.00

No 8,700.00

No 10,500.00

No 25,000.00 13/07/06 13,700.00

No 16,800.00

No 21,930.00

No 29,400.00

No 30,300.00 3/12/2008 Dias concrete -2930763

No 40,975.00 21/04/2009

No 2,130.00

No 2,940.00

No 3,750.00

No 4,830.00

No 6,000.00

No 7,260.00

Page 686: New BSR 16-02-2010

No 8,700.00

No 13,200.00

No 350.00

No 350.00

No 750.00

No 350.00

Nos

25 Grams 57.00 1.12.2008 57.00

50 Grams 108.00 1.12.2008 108.00

75 Grams 142.00 1.12.2008 142.00

250 Grams 451.00 1.12.2008 451.00

500 Grams 874.00 1.12.2008 874.00

1000 Grams 1,720.00 1.12.2008 1,720.00

Nos 2,750.00 21/04/2009

1,350.00 20/03/2009

Nos 1,250.00 21/04/2009

Nos 8,000.00 21/04/2009

Nos 4,000.00 21/04/2009

Nos 2,700.00 21/04/2009

Nos 2,000.00 21/04/2009

Set 7,200.00 21/04/2009

Sq.ft 350.00 21/04/2009

L.ft 45.00 21/04/2009

Nos 50.00 21/04/2009

Nos 25.00 21/04/2009

Nos 325.00 20/03/2009

Nos 750.00 20/03/2009

Nos 1,475.00 20/03/2009

Page 687: New BSR 16-02-2010

Nos 122.00 15/02/20010

Nos 221.00 15/02/20010

Nos 237.00 15/02/20010

Nos 371.00 15/02/20010

Nos 494.00 15/02/20010

Nos 789.00 15/02/20010

Nos 2,070.00 15/02/20010

L.ft 4,500.00

Nos 15,200.00

Nos 5,638.13

Nos 5,006.66

Nos 2,265.00 9/8/2008 Mascons Ltd 2325561-3

Nos 1,380.00

Nos 5,899.50

Nos 862.00

Nos 816.00

Nos 549.00

Nos 2,363.25 9/8/2008 Mascons Ltd

Nos 1,495.00

Nos 1,989.50

Nos 2,386.25

Nos 519.00

Nos 701.50

Nos 1,058.00

Nos 365.00

Nos 1,442.00

Nos 2,202.25 9/8/2008 Mascons Ltd

Page 688: New BSR 16-02-2010

Nr 14,960.00 6/2/2010

Nr 12,950.00 6/2/2010

Nr 12,320.00 6/2/2010

Nr 22,810.00 6/2/2010

Nr 34,510.00 6/2/2010

Nr 34,510.00 6/2/2010

Nr 9,130.00 6/2/2010

Nr 10,570.00 6/2/2010

Nr 21,340.00 6/2/2010

Nr 58,400.00 6/2/2010

Nr 1,850.00 6/2/2010

Nr 1,650.00 6/2/2010

Page 689: New BSR 16-02-2010

Date Price Date

Plumbing material

11.08.2008 168.00

11.08.2008 329.00

11.08.2008 491.00

11.08.2008 726.00

11.08.2008 1,046.50

11.08.2008 1,766.50

11.08.2008 3,652.00

11.08.2008 6,955.00

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008 308.00

11.08.2008 524.00

11.08.2008 718.00

11.08.2008 1,157.00

11.08.2008 2,278.00

11.08.2008 4,464.00

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

Page 690: New BSR 16-02-2010

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008 13.00

11.08.2008 21.00

11.08.2008 34.00

11.08.2008 53.00

11.08.2008 95.00

11.08.2008 150.00

11.08.2008 326.00

11.08.2008 552.00

11.08.2008 610.00

11.08.2008 17.00

11.08.2008 29.00

11.08.2008 47.00

11.08.2008 72.00

11.08.2008 125.00

11.08.2008 192.00

11.08.2008 318.00

11.08.2008 729.00

11.08.2008 1,125.00

11.08.2008 17.00

11.08.2008 22.00

11.08.2008 31.00

11.08.2008 54.00

11.08.2008 74.00

11.08.2008 115.00

Page 691: New BSR 16-02-2010

11.08.2008 213.00

11.08.2008 326.00

11.08.2008 731.00

11.08.2008 22.00

11.08.2008 29.00

11.08.2008 44.00

11.08.2008 89.00

11.08.2008 143.00

11.08.2008 232.00

11.08.2008 664.50

11.08.2008 1,112.50

11.08.2008 1,409.50

11.08.2008 14.00

11.08.2008 19.00

11.08.2008 29.00

11.08.2008 41.00

11.08.2008 62.00

11.08.2008 101.00

11.08.2008 248.50

11.08.2008 365.50

11.08.2008 585.50

11.08.2008 17.00

11.08.2008 22.00

11.08.2008 30.00

11.08.2008 48.00

11.08.2008 67.00

11.08.2008 111.00

11.08.2008 300.50

11.08.2008 466.00

11.08.2008 731.00

11.08.2008 49.00 8/4/2004

11.08.2008 74.80 8/4/2004

11.08.2008 106.00 8/4/2004

11.08.2008 269.00 8/4/2004

11.08.2008 384.00 8/4/2004

11.08.2008 440.00 8/4/2004

10,395.00

11.08.2008 13.25

Page 692: New BSR 16-02-2010

11.08.2008 15.75

11.08.2008 19.50

11.08.2008 33.25

11.08.2008 48.75

11.08.2008 69.00

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

Page 693: New BSR 16-02-2010

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

Page 694: New BSR 16-02-2010

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

11.08.2008

Page 695: New BSR 16-02-2010

420.00

636.00

510.00

663.00

978.00

1,275.00

1,275.00

1,950.00

1,950.00

1,950.00

1,951.00

9,330.00

14,100.00

5,100.00

69,000.00

8,700.00

10,500.00

13,700.00

16,800.00

21,930.00

29,400.00

2,130.00

2,940.00

3,750.00

4,830.00

6,000.00

7,260.00

Page 696: New BSR 16-02-2010

8,700.00

13,200.00

350.00

350.00

750.00

350.00

170.00

11.08.2008 45.50

11.08.2008 87.00

11.08.2008 136.00

11.08.2008 362.50

11.08.2008 703.50

11.08.2008 1,384.75

Page 697: New BSR 16-02-2010

Code Category Description Remarks Unit

Ready Mix Concrete

Q Ready Mix Concrete G40 excl. VAT

Q Ready Mix Concrete G35 excl. VAT

Q Ready Mix Concrete G30

Q Ready Mix Concrete G25

Q Ready Mix Concrete G20

Q Ready Mix Concrete G15

Q Ready Mix Concrete G30

G25

G20

G15

Q Ready Mix Concrete G35

Q Ready Mix Concrete G30

Q Ready Mix Concrete G25

Q Ready Mix Concrete G30

G25

G20

G15

Q Ready Mix Concrete G15 excl. VAT

Q Ready Mix Concrete G40 excl. VAT

Q Ready mix concrete Ready mix concrete grade 25 with VAT 1m3

Q Pump car carging 30m3

Q Ready mix concrete Ready mix concrete grade 20 with VAT 1m3

Q Ready mix concrete Ready mix concrete grade 25 with VAT 1m3

Q Ready mix concrete Ready mix concrete grade 30 with VAT 1m3

excl. VAT & Pumping M³

excl. VAT & Pumping

excl. VAT & Pumping

excl. VAT & Pumping

excl. VAT & Pumping M³

excl. VAT & Pumping excl. VAT & Pumping

excl. VAT & Pumping excl. VAT & Pumping

excl. VAT & Pumping

excl. VAT & Pumping excl. VAT & Pumping

excl. VAT & Pumping excl. VAT & Pumping excl. VAT & Pumping

Index

Page 698: New BSR 16-02-2010

Currencet price Date Other Remark Telephone Price

Ready Mix Concrete

11,175.00 25.09.08 excl. pumping, max 15km transpor 2368494 Thudawe Bros.

10,725.00 25.09.08 excl. pumping, max 15km transpor 2368494 Thudawe Bros.

9,700.00 20/04/2010 2368494 Thudawe Bros.

9,000.00 20/04/2010 2368494 Thudawe Bros.

8,700.00 20/04/2010 2368494 Thudawe Bros.

8,600.00 25.09.08 2368494 Thudawe Bros.

8,950.00 20/04/2010 2522939 Sanken

8,600.00 20/04/2010

8,100.00 20/04/2010

2808835 Maga

2423085 orumix

2807808 LHP

9,650.00 20/04/2010 20m3 plumping charge 5.000.00 4400404 ICC

9,200.00 20/04/2010

8,900.00 20/04/2010

8,000.00 20/04/2010

2375500 Sunbee

2945865 Supermix

8,970.00 22/102007

14,375.00 22/10/2007

9,545.00 3/6/2008

10,005.00 3/6/2008

10,580.00 3/6/2008

30m3 plumping charge 12.000.00 after 30m3 400/= per 1m3

25m3 plumping charge 10.000.00 after 25m3 300/= per 1m3

Page 699: New BSR 16-02-2010

Ready Mix Concrete

Page 700: New BSR 16-02-2010

Code Category Description Remarks Unit

Timber

T Timber Teak 2"x1" timber L.ft

T Timber Teak 2" x 2" timber L.ft

T Timber Teak 2" x 3" timber L.ft

T Timber Teak 3" x 5" timber L.ft

T Timber Teak 5" x 5" timber L.ft

T Timber Teak 7" x 7" timber L.ft

T Timber Balaw 2"x1" timber L.ft

T Timber Balaw 2" x 2" timber L.ft

T Timber Balaw 2" x 4" timber L.ft

T Timber Balaw 2" x 5" timber L.ft

T Timber Balaw 2" x 6" timber L.ft

T Timber Balaw 2" x 7" timber L.ft

T Timber Balaw 2" x 8" timber L.ft

T Timber Balaw 3" x 4" timber L.ft

T Timber Balaw 3" x 5" timber L.ft

T Timber Balaw 3" x 6" timber L.ft

T Timber Balaw 4" x 6" timber L.ft

T Timber Balaw 4" x 8" timber L.ft

T Timber Balaw 1" x 8" timber L.ft

T Timber Balaw 1" x 9" timber L.ft

T Timber Balaw 1" x 10" timber L.ft

T Timber Balaw 1" x 12" timber L.ft

T Timber Balaw 11/4" x 9" timber L.ft

T Timber Balaw 11/4" x 10" timber L.ft

T Timber Balaw 3/4" timber L.ft

T

T Timber Yellow Balaw 1 1/4" thick Sq.ft

T Timber Yellow Balaw 1" thick Sq.ft

T

T Tholang 2"x1" timber L.ft

T Tholang 2" x 2" timber L.ft

T Tholang 2" x 4" timber L.ft

Index

Page 701: New BSR 16-02-2010

T Tholang 2" x 5" timber L.ft

T Tholang 2" x 6" timber L.ft

T Tholang 2" x 7" timber L.ft

T Tholang 2" x 8" timber L.ft

T Tholang 3" x 4" timber L.ft

T Tholang 3" x 5" timber L.ft

T Tholang 3" x 6" timber L.ft

T Tholang 4" x 6" timber L.ft

T Tholang 4" x 8" timber L.ft

T Tholang 1" x 8" timber L.ft

T Tholang 1" x 9" timber L.ft

T Tholang 1" x 10" timber L.ft

T Tholang 1" x 12" timber L.ft

T Tholang 11/4" x 9" timber L.ft

T Tholang 11/4" x 10" timber L.ft

T Kempus 2" x 2" timber L.ft

T Kempus 2" x 3" timber L.ft

T Kempus 2" x 4" timber L.ft

T Kempus 3" x 4" timber L.ft

T Kempus 2" x 6" timber L.ft

T Kempus 3" x 6" timber L.ft

T Altoniya 2" x 2" timber L.ft

T

T Rubber plank 3/4" x7" L.ft

T

T Tuna timber 6' x 3/4" Sq.ft

T

T 1" thick kubuk plank Sq.ft

T

T 11/4" thick teak timber Local teak Sq.ft

T Sq.ft

T

T Balau Balau Cu.ft

T

T Timber Cu.ft

T

T

T Showring Plank 1' 6'' thick planks s.ft

T Showring Plank 2'' x 6'' joist l ft

11/2" thick Mahogani timber plank

Page 702: New BSR 16-02-2010

T Showring Plank 12' 0'' long joist no

T Showring Plank 2'' x 4'' joist l ft

T Showring Plank 4' 0'' long props (2''x4'') no

T

P Plywood sheet 6mm 4'x8' Nos

P Plywood sheet 9mm (Moisture Resistant) 4'x8' Nos

P Plywood sheet 12mm (Moisture Resistant) 4'x8' Nos

P Plywood sheet 15mm (Moisture Resistant) 4'x8' Nos

P Plywood sheet 18mm (Moisture Resistant) 4'x8' Nos

P Plywood sheet 21mm (Moisture Resistant) 4'x8' Nos

P Plywood sheet 25mm (Moisture Resistant) 4'x8' Nos

P Plywood sheet 29mm (Moisture Resistant) 4'x8' Nos

P Plywood sheet 9mm (W.B.P) 4'x8' Nos

P Plywood sheet 12mm (W.B.P) 4'x8' Nos

P Plywood sheet 15mm (W.B.P) 4'x8' Nos

P Plywood sheet 18mm (W.B.P) 4'x8' Nos

P Plywood sheet 21mm (W.B.P) 4'x8' Nos

P Plywood sheet 25mm (W.B.P) 4'x8' Nos

P Plywood sheet 29mm (W.B.P) 4'x8' Nos

V Valance board timber 1" x9" 1 L.ft

F Finish Timber Stairscse Hand Rail 1 L.ft

F Finish Timber with metal Stairscse Hand Rail 1 L.ft

W Wood treatment 2" x 1" L.ft

W Wood treatment 4" x 1" L.ft

W Wood treatment 5" x 1" L.ft

W Wood treatment 6" x 1" L.ft

W Wood treatment 7" x 1" L.ft

W Wood treatment 8" x 1" L.ft

W Wood treatment 9" x 1" L.ft

W Wood treatment 10" x 1" L.ft

W Wood treatment 11" x 1" L.ft

W Wood treatment 12" x 1" L.ft

W Wood treatment 12" x 1 1/4" L.ft

Page 703: New BSR 16-02-2010

W Wood treatment 10" x 1 1/4" L.ft

W Wood treatment 9" x 1 1/4" L.ft

W Wood treatment 8" x 1 1/4" L.ft

W Wood treatment 2" x 2" L.ft

W Wood treatment 2" x 3" L.ft

W Wood treatment 2" x 4" L.ft

W Wood treatment 2" x 5" L.ft

W Wood treatment 2" x 6" L.ft

W Wood treatment 2" x 7" L.ft

W Wood treatment 2" x 8" L.ft

W Wood treatment 2" x 10" L.ft

W Wood treatment 3" x 4" L.ft

W Wood treatment 3" x 5" L.ft

W Wood treatment 3" x 6" L.ft

W Wood treatment 3" x 7" L.ft

W Wood treatment 4" x 4" L.ft

W Wood treatment 4" x 5" L.ft

W Wood treatment 4" x 6" L.ft

W Wood treatment 4" x 8" L.ft

W

W Wood Seasion 1'-0" x 1'-0" x 1'-0" Cu.ft

P Planking charges L.ft

P Planking charges Sq.ft

Page 704: New BSR 16-02-2010

Currencet price Date Other Remark Telephone Price

Timber

375.00

750.00

1,125.00

2,000.00

33.00 5/8/2008 NAM timber Tel 2818800 23.00

55.00 5/8/2008 NAM timber 45.00

135.50 5/8/2008 NAM timber 135.00

171.50 24/01/2008 100.00

214.00 24/01/2008

350.00 24/01/2008

214.00 24/01/2008 106.00

290.00 25/09/2008 NAM timber Tel 2818800 150.00

285.00

458.00 24/01/2008

665.00 24/01/2008

380.00 27/04/2009

292.00 27/04/2009

49.00 26/05/2008

123.50 24/01/2008

Page 705: New BSR 16-02-2010

163.50 24/01/2008 100.00

198.00 24/01/2008

215.00

290.00 24/01/2008

183.00 26/05/2008 106.00

245.00 26/05/2008 150.00

260.00

410.00 24/01/2008

595.00 26/05/2008

150.00

168.75

187.50

225.00

195.00

217.00

28.00 28/02/2008

65.00 28/02/2009 Nadeeka

135.00 28/02/2009

195.00 28/02/2009

195.00 28/02/2009

325.00 28/02/2009

18.00 15/01/08

11.00 30/10/2004 10,646.76 per M3

95.00

450.00 12/8/2008

95.00 20/03/2009

420.00 25/02/2009

3,240.00 5/8/2008

1,980.00

100.00 125.00

165.00

Page 706: New BSR 16-02-2010

780.00

165.00

160.00

725.00 12.08.2008 243.78125

2,675.00 1/1/2009 MACKPLY

3,050.00 1/1/2009 1025.5625 0114400136-137 2,055.00

3,200.00 1/1/2009 1076 mackply @sltnet.lk 2,625.00

3,550.00 1/1/2009 1193.6875 2,010.00

4,000.00 1/1/2009 1345

5,800.00 1/1/2009 1950.25

7,550.00 1/1/2009 2538.6875

2,825.00 1/1/2009

3,250.00 1/1/2009 1092.8125

3,450.00 1/1/2009 1160.0625

3,750.00 1/1/2009 1260.9375

4,125.00 1/1/2009 1387.03125

6,175.00 1/1/2009 2076.34375

8,175.00 1/1/2009 2748.84375

200.00 28/02/2009

1,950.00 8/3/2009

2,200.00 8/3/2009

3.54 8/3/2009

7.09 8/3/2009

8.86 8/3/2009

10.63 8/3/2009

12.40 8/3/2009

14.17 8/3/2009

15.94 8/3/2009

17.72 8/3/2009

19.49 8/3/2009

21.26 8/3/2009

26.57 8/3/2009

Page 707: New BSR 16-02-2010

22.14 8/3/2009

19.92 8/3/2009

17.72 8/3/2009

7.09 8/3/2009

10.63 8/3/2009

14.17 8/3/2009

17.72 8/3/2009

21.26 8/3/2009

24.80 8/3/2009

28.34 8/3/2009

35.43 8/3/2009

21.26 8/3/2009

26.57 8/3/2009

31.89 8/3/2009

37.20 8/3/2009

28.34 8/3/2009

35.43 8/3/2009

42.52 8/3/2009

56.68 8/3/2009

263.00 8/3/2009

10.00 8/3/2009

10.00 8/3/2009

Page 708: New BSR 16-02-2010

Date

23.00

45.00

135.00

100.00

Page 709: New BSR 16-02-2010

0/01/2009

Page 710: New BSR 16-02-2010

Code Category Description Remarks

Tools & Equipment

Z

D Diamond cutting wheel 7"

D 4"

Z

Z

Z

Z

Index

Page 711: New BSR 16-02-2010

Unit Currencet price Date Other Remark

Tools & Equipment

Nos

Nos

Day

Page 712: New BSR 16-02-2010

Telephone Price Date

Tools & Equipment

3,500.00

1,350.00

Page 713: New BSR 16-02-2010

Code Category Description Remarks Unit

Miscellaneous

A Arpifoam 3'x6'x1/4" Sheet

A Arpifoam 3'x6'x1/2" Sheet

A Asphalt Hot application 1ltr

A Angle valve C/P 1/2" German type No

A A/C unit 9000BTU/hr Nos

A A/C unit 12000BTU/hr Nos

A A/C unit 18000BTU/hr Nos

A A/C unit 24000BTU/hr Nos

Staircase Nosing aluminium - natural with VAT- 12' lengths m

Staircase Nosing pvc with VAT - 2.44m lengths m

Water gal

Glass box Nos

A Anti termite tretment 1 Sqr

A Anti termite tretment 1 Sq.ft

Tube Wells For Gardens 30' 0" Nos

For drinking water 100' 0" Nos

1'-0"x 1'-0" glass blocks

Index

Page 714: New BSR 16-02-2010

Currencet price DateOther RemarkTelephone Price Date

Miscellaneous

103.00

838.00

20.00

225.00

42,930.00 15/02/2007

48,800.00 15/02/2007

62,200.00 15/02/2007

82,300.00 15/02/2007

323.35 28/10/2008

350.41 28/10/2008

0.50

1,700.00

1,975.00

13.00 8/3/2009 Terminators

40000.00-35000.00 21/04/2009

130,000.00 21/04/2009

Page 715: New BSR 16-02-2010

Miscellaneous

Page 716: New BSR 16-02-2010

Code Category Description Remarks Unit

Labour / Hire Charges

Labour Mason

Labour Carpenter

Labour Blaksmith

Labour Painter

Labour Plumber

Labour Sk labourLabour Un/sk labourLabour Electricion

Labour Mixer operatorHire Concrete mixture Day

Hire Vibrator Day

Hire Tractor 1 load

Hire Terrazo cut Machine Hire Welding plant Day

Hire JCB Hour

Hire Bracker Day

Index

Page 717: New BSR 16-02-2010

Currencet price Date Other RemarkTelephone Price Date

Labour / Hire Charges

950.00

950.00

950.00

950.00

950.00

950.00

650.00

950.00

950.00

2,300.00 12/10/2007

1,850.00 12/10/2007

850.00 22/10/2007

3,200.00

2,500.00 1/12/2008

2,000.00 30/04/2009

4,500.00 20/07/2009

Page 718: New BSR 16-02-2010

Labour / Hire Charges

Page 719: New BSR 16-02-2010

Orange

OREL SOLUTIONS (PVT) LTD No 49, Sri Jinaratana Road, Colombo 02.

Tel 0114792100/1/100 Fax :0114792253

X-SERIES WIRING ACCESSORIES PRICE LIST

ITEM CODE DESCRIPTION NET VAT

Rs. 12%

1 X05-0110 ONE GANG ONE WAY SWITCH 97.40 11.69 X05-0120 TWO GANG ONE WAY SWITCH 164.35 19.72 X05-0130 THREE GANG ONE WAY SWITCH 235.66 28.28 X05-0140 FOUR GANG ONE WAY SWITCH 312.18 37.46 X05-0150 FIVE GANG ONE WAY SWITCH 446.09 53.53 X05-0210 ONE GANG TWO WAY SWITCH 153.99 18.48 X05-0220 TWO GANG TWO WAY SWITCH 270.44 32.45 X05-0230 THREE GANG TWO WAY SWITCH 405.22 48.63 X05-0240 FOUR GANG TWO WAY SWITCH 540.87 64.90 X05-0250 FIVE GANG TWO WAY SWITCH 607.83 72.94 X05-0260 TUMBLER SWITCH 92.18 11.06 X05-0200 BLANK PLATE W/REMOVERBLE PLUG 82.61 9.91

X05-0270 LIGHT DIMMER 665.22 79.83 X05-0280 FAN SPEED CONTROLLER 665.22 79.83 XF5-1100 X SERIES 4 STEP FAN CONTROLLER 716.52 85.98

X05-1050 5A SWITCHED SOCKET OUTLET 271.31 32.56 X05-1060 5A S/SOCKET OUTLET W/NEON 312.18 37.46 X05-1130 13A SWITCH SOCKET OUTLET 286.96 34.44 X05-1140 13A S/SOCKET OUTLET W/NEON 338.27 40.59 X05-1170 13A TWIN SOCKET OUTLET 588.70 70.64 X05-1150 15A SWITCH SOCKET OUTLET 333.05 39.97 X05-1160 15A S/SOCKET OUTLET W/NEON 399.05 47.89 XAC-2050 5A PLUG TOP 116.52 13.98 XAC-2130 13A PLUG TOP 178.26 21.39

XAC-410L LAMP HOLDER 102.61 12.31 TV / TELEPHONE OUTLETS

X05-1190 75 OHM TELEVISION OUTLET 445.22 53.43 X05-1180 ONE GANG 4 WIRE TELPHON OUTLET 445.22 53.43 X05-1200 8 CON 8WAY TEL SOCKET W/PLATE 1,249.57 149.95

MOUNTING BOX XAC-310S MOUNTING BOX (SINGLE) 35.65 4.28

SPECIAL PURPOSE FLUSH SWITCHES X05-0180 X30 1G 2WAY B/PRESS SWITCH 230.44 27.65 X05-0320 20A DOUBLE POLE SWITCH W/NEON 665.22 79.83 X07-1180 COOKER CONTROL UNIT 2,250.43 270.05

Index

Page 720: New BSR 16-02-2010

X05-1183 4G TRAILING SOCKET OUTLET 1,534.79 184.17

More Details Please Contact Riskhan : 0114792241 or 0773576803. Fax 0114792253

With White or Colour Surround

OS PROJECTS (PVT) LTD No 49, Sri Jinaratana Road, Colombo 02.

Tel 0114792133/108/100 Fax :0114792253

X-2000 WIRING ACCESSORIES PRICE LIST

ITEM CODE DESCRIPTION NET VAT

Rs. 12% SINGLE POLE FLUSH SWITCHES

X07-0110 ONE GANG ONE WAY SWITCH WITH SURROUND 86.91 10.43 X07-0120 TWO GANG ONE WAY SWITCH WITH SURROUND 145.22 17.43 X07-0130 THREE GANG ONE WAY SWITCH WITH SURROUND 213.04 25.56 X07-0140 FOUR GANG ONE WAY SWITCH WITH SURROUND 282.61 33.91 X07-0150 FIVE GANG ONE WAY SWITCH WITH SURROUND 349.57 41.95 X07-0210 ONE GANG TWO WAY SWITCH WITH SURROUND 134.78 16.17 X07-0220 TWO GANG TWO WAY SWITCH WITH SURROUND 245.22 29.43 X07-0230 THREE GANG TWO WAY SWITCH WITH SURROUND 368.70 44.24 X07-0240 FOUR GANG TWO WAY SWITCH WITH SURROUND 491.30 58.96 X07-0200 BLANK PLATE WITH SURROUND 73.91 8.87

LIGHT DIMMERS & FAN SPEED CONTROLLERS

X07-0270 LIGHT DIMMER WITH SURROUND 595.65 71.48 X07-0280 FAN SPEED CONTROLLER WITH SURROUND 595.65 71.48 X07-0300 FAN SPEED CONTROLLER 4 STEP WITH SURROUND 650.43 78.05

SWITCHED SOCKET OUTLETS X07-1050 5A SWITCHED SOCKET OUTLET 245.22 29.43 X07-1130 13A SWITCHED SOCKET OUTLET 260.87 31.30 X07-1150 15A SWITCHED SOCKET OUTLET 300.87 36.10

TV / TELEPHONE OUTLETS X07-1190 TV SOCKET WITH SURROUND 405.22 48.63 X07-1184 TELEPHONE SOCKET WIYH SURROUND 405.22 48.63 X07-1200 8CON 8WAY TELEPHONE SOCKET OUTLET WITH SURROUND -

SPECIAL PURPOSE FLUSH SWITCHES X07-0180 BELL PRESS 204.35 24.52 X07-0190 10A INTERMEDIATE SWITCH 2,455.65 294.68 X07-1170 SHAVER SOCKET 3,426.96 411.24 X07-1180 COOKER CONTROL UNIT 2,250.43 270.05

Page 721: New BSR 16-02-2010

X07-0915 45A DP APPLIANCE SWITCH WITH NEON 1,575.65 189.08 X07-0910 KEY TAG SWITCH 1,841.74 221.01 X07-0320 20A DOUBLE POLE SWITCH WITH NEON 595.65 71.48

More Details Please Contact Lakshitha: 0114792133 or 0773688392. Fax 0114792253

X06 WIRING ACCESSORIES PRICE LIST-GOALD HL

ITEM COAD DISCRIPTIONNET VATRs. 12%

SINGLE POLE FLUSH SWITCHES X06-3110 1GANG 1WAY -FERROUS SILVER HL 683.04 81.96 X06-3120 2GANG 1WAY -FERROUS SILVER HL 787.50 94.50 X06-3030 3GANG 1WAY -FERROUS SILVER HL 787.50 94.50 X06-3140 4GANG 1WAY -FERROUS SILVER HL 866.07 103.93 X06-3150 5GANG 1WAY -FERROUS SILVER HL 945.54 113.46 X06-3210 1GANG 2WAY -FERROUS SILVER HL 735.71 88.29 X06-3220 2 GANG 2WAY -FERROUS SILVER HL 840.18 100.82

LIGHT DIMMERS & FAN SPEED CONTROLLERS

X06-3270 LIGHT DIMMER-FERROUS SILVER HL 1,334.82 160.18 X06-3280 FAN CONTROL-FERROUS SILVER HL 1,334.82 160.18

SWITCHED SOCKET OUTLETS

X06-3050 5A S/SOCKET -FERROUS SILVER HL 645.54 77.46 X06-3130 13A S/SOCKET -FERROUS SILVER HL 787.50 94.50

Page 722: New BSR 16-02-2010

TV / TELEPHONE OUTLETS

X06-3190 TV SOCKET - FERROUS SILVER HL 1,371.43 164.57 X06-3080 X6 Telepho Skt-FERROUS SILVER HL 740.18 88.82

SPECIAL PURPOSE FLUSH SWITCHES X06-3180 BELL PRESS - FERROUS SILVER HL 566.96 68.04

X06-3320 DOUBLE POLE-FERROUS SILVER HL 840.18 100.82

More Details Please Contact Lakshitha: 0114792133 or 0773688392. Fax 0114792253

OS PROJECTS (PVT) LTD No 49, Sri Jinaratana Road, Colombo 02.

Tel 0114792131/100 Fax :0114792128

ORANGE ALPHA & SIGMA PRICE LIST ORANGE ALPHA

XMA-106C 6A 1POLE MCB Type C 179.14 21.50 XMA-110C 10A 1POLE MCB Type C 179.14 21.50 XMA-116C 16A 1POLE MCB Type C 179.14 21.50 XMA-120C 20A 1POLE MCB Type C 179.14 21.50 XMA-132C 32A 1POLE MCB Type C 179.14 21.50 XRA-240Y 40A 30mA 2POLE RCD 1,611.31 193.36 XIS-240A 40A 2POLE ISOLATOR 399.14 47.90

ORANGE SIGMA XMS-106C 6A 1 POLE MCB TYPE C - SIGMA (With 5Years Warraty) 302.61 36.31 XMS-110C 10A 1 POLE MCB TYPE C- SIGMA ( do) 302.61 36.31 XMS-116C 16A 1 POLE MCB TYPE C - SIGMA (do) 302.61 36.31 XMS-120C 20A 1 POLE MCB TYPE C - SIGMA (do) 302.61 36.31 XMS-132C 32A 1 POLE MCB TYPE C - SIGMA (do) 302.61 36.31 XMS-140C 40A 1 POLE MCB TYPE C - SIGMA (do) 343.48 41.22 XMS-206C 6A 2 POLE MCB TYPE C - SIGMA (do) 578.27 69.39 XMS-210C 10A 2 POLE MCB TYPE C - SIGMA (do) 578.27 69.39 XMS-216C 16A 2 POLE MCB TYPE C - SIGMA (do) 578.27 69.39 XMS-220C 20A 2 POLE MCB TYPE C - SIGMA (do) 578.27 69.39 XMS-232C 32A 2 POLE MCB TYPE C - SIGMA (do) 578.27 69.39 XMS-240C 40A 2 POLE MCB TYPE C - SIGMA (do) 660.00 79.20 XMS-263C 63A 2 POLE MCB TYPE C - SIGMA (do) 660.00 79.20

Page 723: New BSR 16-02-2010

XMS-306C 6A 3 POLE MCB TYPE C - SIGMA (do) 906.09 108.73 XMS-310C 10A 3 POLE MCB TYPE C - SIGMA (do) 906.09 108.73 XMS-316C 16A 3 POLE MCB TYPE C - SIGMA (do) 906.09 108.73 XMS-320C 20A 3 POLE MCB TYPE C - SIGMA (do) 906.09 108.73 XMS-332C 32A 3 POLE MCB TYPE C - SIGMA (do) 906.09 108.73 XMS-340C 40A 3 POLE MCB TYPE C - SIGMA (do) 941.74 113.01 XMS-363C 63A 3 POLE MCB TYPE C - SIGMA (do) 1,002.61 120.31 XMS-406C 6A 4 POLE MCB TYPE C - SIGMA (do) 1,151.31 138.16 XMS-410C 10A 4 POLE MCB TYPE C - SIGMA (do) 1,151.31 138.16 XMS-416C 16A 4 POLE MCB TYPE C - SIGMA (do) 1,151.31 138.16 XMS-420C 20A 4 POLE MCB TYPE C - SIGMA (do) 1,151.31 138.16 XMS-432C 32A 4 POLE MCB TYPE C - SIGMA (do) 1,151.31 138.16 XMS-440C 40A 4 POLE MCB TYPE C - SIGMA (do) 1,213.05 145.57 XMS-463C 63A 4 POLE MCB TYPE C - SIGMA (do) 1,330.44 159.65

RCD SIGMA XRS-240Y 40A 30mA 2 POLE RCD - SIGMA ( with 5 Years warranty) 2,148.70 257.84 XRS-240Z 40A 100mA 2 POLE RCD - SIGMA ( do) 2,327.83 279.34 XRS-240Y 63A 30mA 2 POLE RCD - SIGMA ( do) 2,302.61 276.31 XRS-240Z 63A 100mA 2 POLE RCD - SIGMA ( do) 2,358.27 282.99 XRS-240Y 40A 30mA 4 POLE RCD - SIGMA ( do) 3,100.00 372.00 XRS-240Z 40A 100mA 4 POLE RCD - SIGMA ( do) 3,222.61 386.71 XRS-240Y 63A 30mA 4 POLE RCD - SIGMA ( do) 3,401.74 408.21

XIS-240A 40A 2 POLE ISOLATOR - SIGMA ( With 5 Years Warranty) 640.00 76.80 XIS-263A 63A 2POLE ISOLATER -SIGMA (do) 757.40 90.89 XIS-340A 40A 3POLE ISOLATER -SIGMA (do) 1,064.35 127.72 XIS-363A 63A 3POLE ISOLATER -SIGMA (do) 1,151.31 138.16 XIS-440A 40A 4POLE ISOLATER -SIGMA (do) 1,213.05 145.57 XIS-463A 63A 4POLE ISOLATER -SIGMA (do) 1,330.44 159.65

Prices are subjected to change without prior notice5 Years Warranty For Sigma Products & 1 Year Warranty For Alpha RCD

More Details Please Contact Lakshitha Morawaka: 0114792133 or 0773688392. Fax 0114792253

OS PROJECTS (PVT) LTD No 49, Sri Jinaratana Road, Colombo 02.

Tel 0114792133/108/100 Fax :0114792253

ORANGE COMPACT FLUORESCENT LAMPS (CFL.s) ZT000310 ORANGE CFL 5W (Day Light / Pin Type) 265.22 31.83 XCU-P07D ORANGE CFL 7W (Day Light / Pin Type) 265.22 31.83 XCU-P09D ORANGE CFL 9W (Day Light / Pin Type) 265.22 31.83 XCU-P11D ORANGE CFL 11W (Day Light / Pin Type) 265.22 31.83 XCU-P15D ORANGE CFL 15W (Day Light / Pin Type) 265.22 31.83 XCU-P20D ORANGE CFL 20W (Day Light / Pin Type) 321.74 38.61

Page 724: New BSR 16-02-2010

XCU-P05W ORANGE CFL 5W (Warm White / Pin Type) 265.22 31.83 XCU-P09W ORANGE CFL 9W (Warm White / Pin Type) 265.22 31.83 XCU-P11W ORANGE CFL 11W (Warm White / Pin Type) 265.22 31.83 XCU-P15W ORANGE CFL 15W (Warm White / Pin Type) 265.22 31.83 XCU-P20W ORANGE CFL 20W (Warm White / Pin Type) 321.74 38.61

ZT000311 ORANGE CFL 5W (Day Light / Srew Type) 265.22 31.83 XCU-S09D ORANGE CFL 9W (Day Light / Srew Type) 265.22 31.83 XCU-S11D ORANGE CFL 11W (Day Light / Srew Type) 265.22 31.83 XCU-S15D ORANGE CFL 15W (Day Light / Srew Type) 265.22 31.83 XCU-S20D ORANGE CFL 20W (Day Light / Srew Type) 321.74 38.61

XCU-S05D ORANGE CFL 9W (Warm White / Srew Type) 265.22 31.83 XCU-S09W ORANGE CFL 9W (Warm White / Srew Type) 265.22 31.83 XCU-S11W ORANGE CFL 11W (Warm White / Srew Type) 265.22 31.83 XCU-S15W ORANGE CFL 15W (Warm White / Srew Type) 265.22 31.83 XCU-S20W ORANGE CFL 20W (Warm White / Srew Type) 321.74 38.61(Warranty : 18 Month)

ORANGE SPIRAL CFL XCS-P07D ORANGE SPIRAL CFL 7W (Day Light / Pin Type) 308.70 37.04 XCS-P11D ORANGE SPIRAL CFL 11W (Day Light / Pin Type) 308.70 37.04 XCS-P15D ORANGE SPIRAL CFL 15W (Day Light / Pin Type) 308.70 37.04 XCS-P20D ORANGE SPIRAL CFL 20W (Day Light / Pin Type) 391.70 47.00 XCS-P25D ORANGE SPIRAL CFL 25W (Day Light / Pin Type) 413.04 49.56 XCS-S07D ORANGE SPIRAL CFL 7W (Day Light / Srew Type) 308.70 37.04 XCS-S11D ORANGE SPIRAL CFL11W (Day Light / Srew Type) 308.70 37.04 XCS-S15D ORANGE SPIRAL CFL15W (Day Light /SrewType) 308.70 37.04 XCS-S20D ORANGE SPIRAL CFL 20W (Day Light / Srew Type) 391.30 46.96

XCS-S25D ORANGE SPIRAL CFL 25W (Day Light / Srew Type) 413.04 49.56XCS-P07W ORANGE SPIRAL CFL 7W (Warm White / Pin Type) 308.70 37.04XCS-P11W ORANGE SPIRAL CFL 11W ( Warm White/ Pin Type) 308.70 37.04XCS-P15W ORANGE SPIRAL CFL 15W ( Warm White/ Pin Type) 308.70 37.04XCS-P20W ORANGE SPIRAL CFL 20W ( Warm White/ Pin Type) 391.30 46.96XCS-S07W ORANGE SPIRAL CFL 7W (Warm White / Screw Type) 308.70 37.04XCS-S11W ORANGE SPIRAL CFL 11W (Warm White / Screw Type) 308.70 37.04XCS-S15W ORANGE SPIRAL CFL 15W (Warm White / Screw Type) 308.70 37.04XCS-S11W ORANGE SPIRAL CFL 20W (Warm White / Screw Type) 391.30 46.96

Warranty : 12 Month ORANGE FLOURESCENT TUBES

XTL-018D FLUORESCENT TUBE 2FEET - DAYLIGHT 73.91 8.87 XTL-036D FLUORESCENT TUBE 4FEET - DAYLIGHT 73.91 8.87

ORANGE GLS XG1-025C 25W GLS BULBS (Clear /Pin Type) 55.36 6.64 XG1-040C 40W GLS BULBS (Clear /Pin Type) 55.36 6.64 XG1-060C 60W GLS BULBS (Clear /Pin Type) 55.36 6.64 XG1-075C 75W GLS BULBS (Clear /Pin Type) 55.36 6.64 XG1-100C 100W GLS BULBS (Clear /Pin Type) 55.36 6.64

Page 725: New BSR 16-02-2010

XG2-025C 25W GLS BULBS (Clear /Screw Type) 55.36 6.64 XG2-040C 40W GLS BULBS (Clear /ScrewType) 55.36 6.64 XG2-060C 60W GLS BULBS (Clear /Screw Type) 55.36 6.64 XG2-075C 75W GLS BULBS (Clear /Screw Type) 55.36 6.64 XG2-100C 100W GLS BULBS (Clear /Pin Type) 55.36 6.64

More Details Please Contact Lakshitha: 0114792133 or 0773688392. Fax 0114792253

OREL SOLUTIONS (PVT) LTD No 49, Sri Jinaratana Road, Colombo 02.

Tel 0114792133 Fax :0114792253

CABLE PRICE LIST Item Description Imp Size mm Size

PVC Cable XT-01113-B-RD-4 1/1.13mm S/C 100m Red 1/0.044 1

XT-01113-B-RD-1/1.13mmS/C 50m Red 1/0.044 1 XT-01113-B-BK-4 1/1.13mm S/C 100m Black 1/0.044 1

XT-01113-B-BK-1/1.13mmS/C 50m Red 1/0.044 1 XT-07053-B-RD-4 7/0.50mm S/C100m Red 3/0.036 1.5 XT-07053-B-BK-4 7/0.50mm S/C100m Black 3/0.036 1.5 XT-07053-C-MC-4 7/0.50mm T/ Flat 100m 3/0.036 1.5 XT-07067-B-RD-4 7/0.67mm S/C100m Red 7/0.029 2.5 XT-07067-B-BK-4 7/0.67mm S/C100m Black 7/0.029 2.5 XT-07067-C-MC-4 7/0.67mm T/ F 100m 7/0.029 2.5 XT-07067-P-MC-4 7/0.67 mm Green 100m 7/0.029 2.5 XT-07067-P-MC-2 7/0.67 mm Green 50m 7/0.029 2.5 XT-07085-B-RD-4 7/0.85 mm S/C100m Red 7/0.036 4 XT-07085-B-BK-4 7/0.85 mm S/C100m Black 7/0.036 4 XT-07085-C-MC-4 7/0.85 mm T/ F 100m 7/0.036 4 XT-07104-B-RD-4 7/1.04mm S/C 100m Red 7/0.044 6 XT-07104-B-BK-4 7/1.04mm S/C 100m Black 7/0.044 6 XT-07104-C-MC-4 7/1.04mm T/ F 100m 7/0.044 6 XT-07104-C-MC-2 7/1.04mm T/ F 50m 7/0.044 6 XT-07135-B-RD-4 7/1.35mm S/C 100m Red 7/0.052 10

Page 726: New BSR 16-02-2010

XT-07135-B-BK-4 7/1.35mm S/C 100m Black 7/0.052 10 XT-07135-C-MC-4 7/1.35mm T/ F 100m 7/0.052 10 XT-07170-B-RD-4 7/1.70mmS/C 100m Red 7/0.064 16 XT-07170-B-BK-4 7/1.70mmS/C 100m Black 7/0.064 16 XT-07170-C-MC-4 7/1.70mm T/ F 100m 7/0.064 16

XLPE INSULATED CABLES (Cu/XLPE/PVC)

XT-07214-B-BK-7/2.14mm S/C 100m Red 19/0.044 25XT-07214-B-RD-7/2.14mm S/C 100m Red 19/0.044 25

XT-19135-B-BK-4 19/1.35mm S/C 100m Black 19/0.052 25 XT-19135-B-RD-4 19/1.35mm S/C 100m Red 19/0.052 25

XT-19153-B-RD-19/1.53mm S/C 100m Red 19/0.064 35XT-19153-B-BK-19/1.53mm S/C 100m Black 19/0.064 35XT-19178-B-RD-19/1.78mm S/C 100m Red 19/0.073 50XT-19178-B-BK-19/1.78mm S/C 100m Black 19/0.073 50XT-19214-B-RD-19/2.14mm S/C 100m Red 19/0.083 70XT-19214-B-BK-19/2.14mm S/C 100m Black 19/0.083 70XT-19252-B-RD-19/2.52mm S/C 100m Red 37/0.072 95XT-19252-B-BK-19/2.52mm S/C 100m Black 37/0.072 95XT-37178-B-RD-37/1.78mm S/C 100m Red 37/0.072 95XT-37178-B-BK-37/1.78mm S/C 100m Black 37/0.072 95XT-37203-B-RD-37/2.03mm S/C 100m Red 37/0.083 120XT-37203-B-BK-37/2.03mm S/C 100m Black 37/0.083 120XT-37225-B-RD-37/2.25mm S/C 100m Red 37/0.093 150XT-37225-B-BK-37/2.25mm S/C 100m Black 37/0.093 150XT-37252-B-RD-37/2.52mm S/C 100m Red 37/0.103 185XT-37252-B-BK-37/2.52mm S/C 100m Black 37/0.103 185XT-61225-B-RD-61/2.25mm S/C 100m Red 61/0.093 240XT-61225-B-BK-61/2.25mm S/C 100m Black 61/0.093 240XT-61252-B-RD-61/2.52mm S/C 100m Red 61/0.103 300XT-61252-B-BK-61/2.52mm S/C 100m Black 61/0.103 300XT-61285-B-RD-61/2.85mm S/C 100m Red 400XT-61285-B-BK-61/2.85mm S/C 100m Black 400XT-61320-B-RD-61/3.20mm S/C 100m Red 91/0.103 500XT-61320-B-BK-61/3.20mm S/C 100m Black 91/0.103 500

Page 727: New BSR 16-02-2010

Orange

OREL SOLUTIONS (PVT) LTD No 49, Sri Jinaratana Road, Colombo 02.

Tel 0114792100/1/100 Fax :0114792253

X-SERIES WIRING ACCESSORIES PRICE LIST GROSS

Rs.

1 109.09 184.07 263.94 349.64 499.62 172.47 302.89 453.85 605.77 680.77 103.24 92.52

745.05 745.05 802.50

303.87 349.64 321.40 378.86 659.34 373.02 446.94 130.50 199.65 114.92

TV / TELEPHONE OUTLETS 498.65 498.65 1,399.52

MOUNTING BOX 39.93

SPECIAL PURPOSE FLUSH SWITCHES 258.09 745.05 2,520.48

Page 728: New BSR 16-02-2010

1,718.96

More Details Please Contact Riskhan : 0114792241 or 0773576803. Fax 0114792253

OS PROJECTS (PVT) LTD No 49, Sri Jinaratana Road, Colombo 02.

Tel 0114792133/108/100 Fax :0114792253

X-2000 WIRING ACCESSORIES PRICE LIST GROSS

Rs. SINGLE POLE FLUSH SWITCHES

97.34

162.65

238.60

316.52

391.52

150.95

274.65 412.94 550.26 82.78

LIGHT DIMMERS & FAN SPEED CONTROLLERS

667.13

667.13

728.48

SWITCHED SOCKET OUTLETS

274.65

292.17

336.97

TV / TELEPHONE OUTLETS

453.85

453.85

-

SPECIAL PURPOSE FLUSH SWITCHES 228.87

2,750.33

3,838.20

2,520.48

Page 729: New BSR 16-02-2010

1,764.73

2,062.75

667.13

More Details Please Contact Lakshitha: 0114792133 or 0773688392. Fax 0114792253

X06 WIRING ACCESSORIES PRICE LIST-GOALD HLGROSS

Rs.

SINGLE POLE FLUSH SWITCHES 765.00 882.00 882.00 970.00

### 824.00 941.00

LIGHT DIMMERS & FAN SPEED CONTROLLERS

######

SWITCHED SOCKET OUTLETS

723.00 882.00

Page 730: New BSR 16-02-2010

TV / TELEPHONE OUTLETS

### 829.00

SPECIAL PURPOSE FLUSH SWITCHES 635.00 941.00

More Details Please Contact Lakshitha: 0114792133 or 0773688392. Fax 0114792253

OS PROJECTS (PVT) LTD No 49, Sri Jinaratana Road, Colombo 02.

Tel 0114792131/100 Fax :0114792128

ORANGE ALPHA & SIGMA PRICE LIST ORANGE ALPHA

200.64 200.64 200.64 200.64 200.64 1,804.67 447.04

ORANGE SIGMA 338.92 338.92 338.92 338.92 338.92 384.70 647.66 647.66 647.66 647.66 647.66 739.20 739.20

Page 731: New BSR 16-02-2010

1,014.82 1,014.82 1,014.82 1,014.82 1,014.82 725.00 800.00 925.00 925.00 925.00 925.00 925.00 975.00 1,000.00

RCD SIGMA 2,406.54 2,607.17 2,578.92 2,641.26 3,472.00 3,609.32 3,809.95

716.80 848.29 1,192.07 1,289.47 1,358.62 1,490.09

Prices are subjected to change without prior notice5 Years Warranty For Sigma Products & 1 Year Warranty For Alpha RCD

More Details Please Contact Lakshitha Morawaka: 0114792133 or 0773688392. Fax 0114792253

OS PROJECTS (PVT) LTD No 49, Sri Jinaratana Road, Colombo 02.

Tel 0114792133/108/100 Fax :0114792253

ORANGE COMPACT FLUORESCENT LAMPS (CFL.s) 297.05 297.05 297.05 297.05 297.05 360.35

Page 732: New BSR 16-02-2010

297.05 297.05 297.05 297.05 360.35

297.05 297.05 297.05 297.05 360.35

297.05 297.05 297.05 297.05 360.35

345.74 345.74 345.74 438.70 462.60 345.74 345.74 345.74 438.26 462.60 345.74 345.74 345.74 438.26 345.74 345.74 345.74 438.26

82.78 82.78

62.00 62.00 62.00 62.00 62.00

Page 733: New BSR 16-02-2010

62.00 62.00 62.00 62.00 62.00

More Details Please Contact Lakshitha: 0114792133 or 0773688392. Fax 0114792253

OREL SOLUTIONS (PVT) LTD No 49, Sri Jinaratana Road, Colombo 02.

Tel 0114792133 Fax :0114792253

CABLE PRICE LIST Amp Net Vat Gross Price

12 1,286.96 154.44 1441.4012 643.48 77.22 720.7012 1,286.96 154.44 1441.4012 643.48 77.22 720.7014 2,803.48 336.42 3139.9014 2,803.48 336.42 3139.9014 5,337.39 640.49 5977.8817 4144.57 497.35 4641.9217 4144.57 497.35 4641.9217 7776.96 933.24 8710.2017 3733.48 448.02 4181.5017 1866.74 224.01 2090.7529 6476.30 777.16 7253.4629 6476.30 777.16 7253.4629 12245.00 1469.40 13714.4037 9407.83 1128.94 10536.7737 9407.83 1128.94 10536.7737 16800.65 2016.08 18816.7337 8400.33 1008.04 9408.3751 15506.74 1860.81 17367.55

Page 734: New BSR 16-02-2010

51 15506.74 1860.81 17367.5551 27859.57 3343.15 31202.7266 23647.61 2837.71 26485.3266 23647.61 2837.71 26485.3266 42065.65 5047.88 47113.53

87 38372.61 5755.89 44128.5087 38372.61 5755.89 44128.5087 40805.43 6120.81 46926.2487 40805.43 6120.81 46926.24

106 52720.22 7908.03 60628.25106 52720.22 7908.03 60628.25125 64918.04 9737.71 74655.75125 64918.04 9737.71 74655.75160 107078.04 16061.71 123139.75160 107078.04 16061.71 123139.75195 134411.96 20161.79 154573.75195 134411.96 20161.79 154573.75195 139567.39 20935.11 160502.50195 139567.39 20935.11 160502.50220 186181.96 27927.29 214109.25220 186181.96 27927.29 214109.25260 211581.74 31737.26 243319.00260 211581.74 31737.26 243319.00295 264396.30 39659.45 304055.75295 264396.30 39659.45 304055.75360 391300.87 58695.13 449996.00360 391300.87 58695.13 449996.00410 500218.70 75032.81 575251.51410 500218.70 75032.81 575251.51457 612135.43 91820.31 703955.74457 612135.43 91820.31 703955.74520 790783.04 118617.46 909400.50520 790783.04 118617.46 909400.50

Page 735: New BSR 16-02-2010

HabourFenders & Bollards

#Description Unit Qty Rate Amount

1

m 3 1,500.00 4,500.00

2 Mild steel D-shackle 12mm nr 1 175.00 175.00

3m 1.8 16,666.67 30,000.00

Mild steel chain links with 16mm wire (available in 3m lengths)

Rubber Fender (1800mm length - IRHD 65)

Index

Page 736: New BSR 16-02-2010

Habour

Page 737: New BSR 16-02-2010

Habour

Contact Mr. Chaminda Williams0773 667665

# Description Rate Unit

Notes:Micro partitining systemsiutable for both internal & external wallscan build with the rigiform+mesh panels to any spansupply & installation done by micro

13200 sq.ft.

2450 sq.ft.

Per unit floor area to complete including all foundation work, structure, finishing as with normal brick wall.

Per unit wall area including plaster and painted finish as with normal brick wall

Index

Page 738: New BSR 16-02-2010

Habour

Page 739: New BSR 16-02-2010

LABOUR RATES

Code Category Description Remarks Unit

Labour Rate

1 Labour Rate Foundation excavation Cube

2 Labour Rate Earth filling around foundation Cube

3 Labour Rate 2" thick lean concrete Sq.ft

4 Labour Rate 3" thick lean concrete Sq.ft

5 Labour Rate 4" thick lean concrete Sq.ft

6 Labour Rate Column base 3'-0" 3'-0" Nos

7 Labour Rate Column base 6" thick Sq.ft

8 Labour Rate Column base 9" thick Sq.ft

9 Labour Rate Column base 12" thick Sq.ft

10 Labour Rate Rubble foundation Cu.ft

11 Labour Rate DPC 1'-0" with (Two coat tar) L.ft

12 Labour Rate 9" thick brick wall Sq.ft

13 Labour Rate 41/2" thick brick wall Sq.ft

14 Labour Rate 8" thick block wall Sq.ft

15 Labour Rate 6" thick block wall Sq.ft

16 Labour Rate 4" thick block wall Sq.ft

17 Labour Rate Column 9" x 9" L.ft

18 Labour Rate Column 12" x 12" L.ft

19 Labour Rate Lintol 41/2" X 6" L.ft

20 Labour Rate Lintol 4" X 6" L.ft

21 Labour Rate Lintol 9" X 6" L.ft

22 Labour Rate Beam 9" x 9" L.ft

23 Labour Rate Beam 9" x 12" L.ft

24 Labour Rate Beam 9" x 15" L.ft

25 Labour Rate Beam 9" x 18" L.ft

26 Labour Rate 41/2" thick slab -Conc., R/F & formwork Sq.ft

27 Labour Rate Stair case Sq.ft

28 Labour Rate Smooth plaster Sq.ft

29 Labour Rate Rough plaster Sq.ft

30 Labour Rate Soffit plaster Sq.ft

31 Labour Rate Smooth plaster in sides of column & beam Sq.ft

32 Labour Rate Rough plaster in sides of column & beam Sq.ft

33 Labour Rate Floor concrete 3" Sqr

34 Labour Rate Cement rendering- smooth Sq.ft

35 Labour Rate Cement rendering- rough Sq.ft

36 Labour Rate Skirting - cement L.ft

Index

Page 740: New BSR 16-02-2010

37 Labour Rate Floor tile 1' 6" x 1' 6" Sq.ft

38 Labour Rate Wall tile Sq.ft

39 Labour Rate Skirting - tile L.ft

40 Labour Rate Plinth plaster Sq.ft

41 Labour Rate Internal painting Sqr

42 Labour Rate External painting Sqr

43 Labour Rate Putty & paint Sqr

44 Labour Rate Door frame fix Nos

45 Labour Rate Window - large Nos

46 Labour Rate Window Nos

47 Labour Rate Polishing Sqr

48 Labour Rate weather gard L.ft

49 Labour Rate Ridge tile L.ft

50 Labour Rate Concrete drain with plastering Sq.ft

51 Labour Rate Manhole (2' x 2' x 2') Nos

52 Labour Rate Terazzo Sq.ft

53 Labour Rate Titanium - normal Sq.ft

54 Labour Rate Titanium - colour Sq.ft

55 Labour Rate Fixing marble with adhensive Sq.ft

56 Labour Rate Fixing tile 1'-0" x 1'-0" Sq.ft

57 Labour Rate Assorted dressed stone Sq.ft

58 Labour Rate Glass mosaic Tile Sq.ft

Labour Rate Mason

Labour Rate Labour

Page 741: New BSR 16-02-2010

Currencet price Date Other Remark Telephon Price Date Price

Labour Rate

2,000.00 23/11/2009 1,500.00 12/1/2009

800.00 23/11/2009 1,000.00 12/1/2009

25.00 23/11/2009

30.00 23/11/2009 25.00 12/1/2009

35.00 10/11/2009

2,400.00 12/1/2009

65.00 23/11/2009

70.00 23/11/2009

75.00 23/11/2009

42.00 23/11/2009 30.00 12/1/2009

20.00 23/11/2009 15.00 12/1/2009

45.00 23/11/2009 42.00 10/11/2009 38.00

30.00 23/11/2009 35.00 10/11/2009 25.00

32.00 23/11/2009 35.00 10/11/2009

28.00 23/11/2009 30.00 10/11/2009

25.00 23/11/2009 25.00 10/11/2009

95.00 23/11/2009 85.00 12/1/2009

110.00 12/1/2009

55.00 12/1/2009

50.00 23/11/2009

55.00 23/11/2009 65.00 12/1/2009

100.00 23/11/2009 80.00 12/1/2009

110.00 23/11/2009 95.00 12/1/2009

120.00 23/11/2009

125.00 23/11/2009

70.00 23/11/2009 85.00 12/1/2009

160.00 23/11/2009

20.00 23/11/2009 20.00 8/3/2009 20.00

18.00 23/11/2009 18.00 8/3/2009 18.00

27.00 23/11/2009 28.00 8/3/2009 28.00

45.00 23/11/2009

40.00 23/11/2009

2,500.00 12/1/2009

30.00 23/11/2009 21.00 12/1/2009

20.00 23/11/2009

30.00 23/11/2009 28.00 12/1/2009

Page 742: New BSR 16-02-2010

35.00 23/11/2009 37.50 8/3/2009 30.00

45.00 23/11/2009 40.00 8/3/2009 45.00

40.00 23/11/2009

30.00 23/11/2009

1,200.00 8/3/2009

1,000.00 8/3/2009

2,000.00 8/3/2009

600.00 23/11/2009 500.00 8/3/2009

850.00 23/11/2009

600.00 8/3/2009

3,500.00 8/3/2009

60.00 23/11/2009

55.00 23/11/2009

70.00 23/11/2009

3,000.00 23/11/2009

270.00 1/6/2009

220.00 1/6/2009

250.00 1/6/2009

125.00 1/6/2009

35.00 1/6/2009

40.00 1/6/2009

50.00 1/6/2009

1,250.00 8/3/2009 950.00

850.00 8/3/2009 650.00

Page 743: New BSR 16-02-2010

Date Price Date

8/3/2009 28.00 12/1/2009

8/3/2009 24.00 12/1/2009

12/1/2009

12/1/2009

12/1/2009

Page 744: New BSR 16-02-2010

12/1/2009

12/1/2009

Page 745: New BSR 16-02-2010

HOSPITAL EQUEPMENT

Code Category Description Remarks Unit

Paitient Beds NrDelivery beds NrExamination beds NrPaitient Trolley NrDrug Trolley NrDressing Trolley NrWheel chair NrWard screen NrSaline stand NrBed side cupboard NrOxygen cylinder stand

Index

Page 746: New BSR 16-02-2010

Currencet price Date Other Remark Telephone Price

25,000.00 26/05/2010 Biomed International (Pvt) Ltd 2576104 /2577226 300,000.00 26/05/2010 25,000.00 26/05/2010 25,000.00 26/05/2010 30,000.00 26/05/2010 30,000.00 26/05/2010

26/05/2010 25,000.00 26/05/2010 12,500.00 26/05/2010 15,000.00 26/05/2010 15,000.00 26/05/2010

Page 747: New BSR 16-02-2010

Date Price Date Price Date

Page 748: New BSR 16-02-2010

Discription Nos Length Width Height Qty

3.1.21

Assume 10 L,ft

MaterialConcrete for pergolasWastage 10%Reinforcement Y 10

Painting two coats weather shield emulsion paint

Labour

Cost for 10 L.ftO/H % Profit 18%

Cost for 1 L.ftCost for 1 m

assume 10 m2

Material6mm double sided 'Macfoil ' screws and nailswastage 5%Transport 7%

LabourunskilledTools 3%

Total cost O/H % Profit 18%

Casting and fixing in position 6"x 2 1/2" R.C pergolas reinforced with 02 nos.Y 10 bars and R6 links at 6" centres all complete Rate shall include for prepare and apply two coats weather shield emulsion paint of approved quality and colour .

Supply and lay 6mm double sided 'Macfoil ' aluminium foil as directed.

Page 749: New BSR 16-02-2010

Cost for 10m2Cost for 1m2

6.10

Assume 10 L.ft

MaterialHalf round tileCementSandTransport 10%

LabourSkilledUn skilledTools 3%

Cost for 10 L.ft

O/H % Profit 18%

Cost for 1 L.ftCost for 1 m

14.02

14.03

Supply and lay two layers of half round tiles as coping over walls/boundary walls complete as per drawing .

Single sash white powder coated aluminium louvred door complete as per type D6 , Size 750x2400mm

White powder coated aluminium window with glazed and louvred panels complete as per type W2 ,Size 600x1500mm

Page 750: New BSR 16-02-2010

14.03

Material

36mm dia GI frame18mm GI horizontal members GI Hinges 3" x 5"Locking divice

LabourTools 3%

Total cost

Add O/H & Profit 18%

Cost for I DoorCost for I m2

14.04

14.05

14.06

14.07

14.08

Mild steel grille door complete as per type G1 Size 1500x2400mm

Mild steel grille door complete as per type G2 Size 900x2400mm

Mild steel grille door complete as per type G3 Size 1237x1800mm

Mild steel grille door complete as per type G4 Size 4000 x 2875mm

Mild steel grille door complete as per type G5 Size 4200 x 2875mm

Mild steel grille door complete as per type G6 Size 600 x 750 mm

Page 751: New BSR 16-02-2010

14.09

15.01

Material100mm thick brick wall 4 0.60 2.10 5.04 75mm thick RCC shelves 9 0.92 0.60 4.97 Formwork 18 0.92 0.60 9.94 BRC mesh 9 0.92 0.60 4.97 50 x 50mm timber frame 10 2.10 21.00

5 0.92 4.60 Plywood doors 5 5.00 Brick wall & shelves plastering 8 0.60 2.10 10.08

18 0.92 0.60 9.94 Brick wall & shelves painting 8 0.60 2.10 10.08

18 0.92 0.60 9.94 Plywood doors painting 10 0.92 2.10 19.32 Self closing hinges 10 10.00

Total costO/H % Profit 18%

15.02

Material100mm thick brick wall 2 0.30 2.40 1.44

3 0.30 1.05 0.94 75mm thick RCC shelves 22 0.30 0.70 4.62

1 3.50 0.60 2.10 Formwork 44 0.30 0.70 9.24

2 3.50 0.60 4.20 BRC mesh 22 0.30 0.70 4.62

1 3.50 0.60 2.10

Mild steel grille door complete as per type G7 Size 1500 x 1500 mm

Built in R.C.C. concrete storage unit with shelves 75mm thick 5000x600 mm and 5000x300 mm with 16mm thick plywood doors with a painted finish and self closing hinges and lock in store room complete as per drawing .

Built in R.C.C. concrete storage unit with shelves 75mm thick 5000x600 mm and 5000x300 mm with 16mm thick plywood doors with a painted finish and self closing hinges and lock in study room complete as per drawing .

Page 752: New BSR 16-02-2010

50 x 50mm timber frame 8 0.75 6.00 Plywood doors 2 0.75 0.75 1.13 Brick wall & shelves plastering 4 0.30 2.40 2.88

6 0.30 1.05 1.89 44 0.30 0.70 9.24

Brick wall & shelves painting 4 0.30 2.40 2.88 6 0.30 1.05 1.89

44 0.30 0.70 9.24 Plywood doors painting 2 0.75 0.75 1.13 Cut & polish concrete 1 3.50 0.60 2.10 Self closing hinges 4 4.00

Total costO/H % Profit 18%

15.04 Material75mm thick RCC shelves 1 5.00 0.60 3.00

8 0.60 0.90 4.32 6 2.40 0.60 8.64 1 5.00 0.60 3.00 1 2.70 0.60 1.62 1 5.00 1.14 5.70

Formwork 2 5.00 0.60 6.00 16 0.60 0.90 8.64 12 2.40 0.60 17.28

2 5.00 0.60 6.00 2 2.70 0.60 3.23 2 5.00 1.14 11.40

BRC mesh 1 5.00 0.60 3.00 8 0.60 0.90 4.32 6 2.40 0.60 8.64 1 5.00 0.60 3.00 1 2.70 0.60 1.62 1 5.00 1.14 5.70

Plywood doors 5.00 0.75 3.75 5.00 2.40 12.00

10 0.90 0.60 5.40 10 0.30 0.90 2.70

Built in R.C.C Work Tops,shelves and granite slab over work top /shelves , internal shelf of timber,drawers and cupboards doors in pantry all complete as per drawing .

Page 753: New BSR 16-02-2010

10 0.30 0.60 1.80

Brick wall & shelves plastering 2 5.00 0.60 6.00 16 0.60 0.90 8.64 12 2.40 0.60 17.28

2 5.00 0.60 6.00 2 2.70 0.60 3.23 2 5.00 1.14 11.40

Brick wall & shelves painting 2 5.00 0.60 6.00 16 0.60 0.90 8.64 12 2.40 0.60 17.28

2 5.00 0.60 6.00 2 2.70 0.60 3.23 2 5.00 1.14 11.40

Plywood doors painting 2 5.00 0.75 7.50 2 5.00 2.40 24.00

20 0.90 0.60 10.80 20 0.30 0.90 5.40 20 0.30 0.60 3.60

Granite 5.00 0.60 3.00 5.00 1.14 5.70 0.98 0.90 0.88

Self closing hinges 4 4.00

Total costO/H % Profit 18%

15.05

MaterialConcrete 4.90 0.95 0.30 1.40

2.40 0.25 0.70 0.42

Formwork 1 4.90 0.30 1.47 2 0.95 0.30 0.57 2 2.40 0.70 3.36 2 0.70 0.25 0.35

BRC mesh 4.90 0.95 4.66 2.40 0.25 0.60

Built in seat / table with cut & polished cement finish in living room complete as per drawing .

Page 754: New BSR 16-02-2010

Cut & Polish 2 2.40 0.70 3.36 2 0.80 1.25 2.00

100mm deep cushion 2 2.40 0.70 3.36

Rough granite 2 0.30 1.25 0.75

Total costO/H % Profit 18%

15.06

75mm thick RCC shelves 5 2.58 0.60 7.73 1 0.52 0.60 0.31

13 0.90 0.60 7.02 3 0.96 0.60 1.72 2 1.13 0.60 1.36 3 2.16 0.60 3.89 5 0.90 0.60 2.70

Formwork 10 2.58 0.60 15.45 2 0.52 0.60 0.62

26 0.90 0.60 14.04 6 0.96 0.60 3.44 4 1.13 0.60 2.72 6 2.16 0.60 7.79

10 0.90 0.60 5.40

BRC mesh 5 2.58 0.60 7.73 1 0.52 0.60 0.31

13 0.90 0.60 7.02 3 0.96 0.60 1.72 2 1.13 0.60 1.36 3 2.16 0.60 3.89 5 0.90 0.60 2.70

Cut & Polish 5 2.58 0.60 7.73 1 0.52 0.60 0.31

13 0.90 0.60 7.02 3 0.96 0.60 1.72

Built in R.C.C Work Tops , shelves and cut and polished cement finished over work tops / shelves ,internal shelf of timber,drawers and cupboards doors in kitchen all complete as per drawing .

Page 755: New BSR 16-02-2010

2 1.13 0.60 1.36 3 2.16 0.60 3.89 5 0.90 0.60 2.70

Plywood doors and drawers 3 0.96 0.60 1.72 6 0.96 0.15 0.86 6 0.60 0.15 0.54

Plywood doors and drawers painting 6 0.96 0.60 3.44 12 0.96 0.15 1.72 12 0.60 0.15 1.08

Total costO/H % Profit 18%

15.07 1.88 1.80

Mass Concrete 1.88 1.80 0.23 0.76 1.80 0.80 0.15 0.22

Formwork 2 1.88 0.23 0.86 2 1.80 0.23 0.83 1 1.80 0.80 1.44 2 0.80 0.15 0.24 1 1.80 0.15 0.27

BRC mesh 1.80 0.15 0.27 0.15 0.80 0.12

Total costO/H % Profit 18%

15.08

Concrete ledge 1 0.68 0.60 0.41

Formwork 1 0.68 0.60 0.41 2 0.68 0.08 0.10 2 0.60 0.08 0.09

BRC Mesh 0.68 0.60 0.00

Cut & polish 1 0.68 0.60 0.41

Built in R.C.C. concrete bed 1875x1800 mm in bed room 01 complete as per drawing .

Built in R.C.C.concrete ledge 600x675 mm in bed room 01 complete as per drawing .

Page 756: New BSR 16-02-2010

2 0.68 0.08 0.10 2 0.60 0.08 0.09

Total costO/H % Profit 18%

15.09

75mm thick RCC shelves 1 1.38 0.60 0.83 4 1.20 0.60 2.88 2 0.60 0.60 0.72 3 2.40 0.60 4.32

Formwork 2 1.38 0.60 1.65 8 1.20 0.60 5.76 4 0.60 0.60 1.44 6 2.40 0.60 8.64

BRC Mesh 1 1.38 0.60 0.83 4 1.20 0.60 2.88 2 0.60 0.60 0.72 3 2.40 0.60 4.32

Cut & polish 2 1.38 0.60 1.65 8 1.20 0.60 5.76 4 0.60 0.60 1.44 6 2.40 0.60 8.64

Plywood door 2.40 1.20 2.88

Plywood door painting 2 2.40 1.20 5.76

Total costO/H % Profit 18%

15.10 1.95 1.80

Mass Concrete 1.95 1.80 0.23 0.79 1.80 0.80 0.15 0.22

Formwork 2 1.95 0.23 0.90 2 1.80 0.23 0.83

Built in R.C.C.concrete dressing table/storage 2700x600 mm with cement rendered with cupboard doors in bed room 01 complete as per drawing .

Built in R.C.C. concrete bed 1950x1800 mm in bed room 01 complete as per drawing .

Page 757: New BSR 16-02-2010

1 1.80 0.80 1.44 2 0.80 0.15 0.24 1 1.80 0.15 0.27

BRC Mesh 1.80 0.15 0.27 0.15 0.80 0.12

Total costO/H % Profit 18%

15.13

75mm thick RCC shelves 8 0.68 0.68 3.68 3 1.05 0.60 1.89 4 2.40 0.60 5.76

Formwork 16 0.68 0.68 7.37 6 1.05 0.60 3.78 8 2.40 0.60 11.52

BRC mesh 8 0.68 0.68 3.68 3 1.05 0.60 1.89 4 2.40 0.60 5.76

Cut & polish 16 0.68 0.68 7.37 6 1.05 0.60 3.78 8 2.40 0.60 11.52

Ply wood doors 2 1.60 0.68 2.18

Ply wood doors painting 4 1.60 0.68 4.36

Total costO/H % Profit 18%

15.14 75mm thick RCC shelves 10 0.60 0.60 3.60

4 2.40 0.60 5.76

Built in R.C.C.concrete dressing table 2713x675 mm with cement rendered in master bed room complete as per drawing .

Built in R.C.C.concrete cupboard and open shelfs 3000x2400mm high in master bed room complete as per drawing .

Page 758: New BSR 16-02-2010

2 1.44 0.60 1.73

Formwork 20 0.60 0.60 7.20 8 2.40 0.60 11.52 4 1.44 0.60 3.46

BRC Mesh 10 0.60 0.60 3.60 4 2.40 0.60 5.76 2 1.44 0.60 1.73

Cut & polish 20 0.60 0.60 7.20 8 2.40 0.60 11.52 4 1.44 0.60 3.46

Ply wood doors 2 2.40 0.68 3.27

Ply wood doors painting 4 2.40 0.68 6.55

Total costO/H % Profit 18%

15.15

75mm thick RCC shelves 5 1.70 0.60 5.09 3 2.40 0.60 4.32

Formwork 10 1.70 0.60 10.17 6 2.40 0.60 8.64

BRC Mesh 5 1.70 0.60 5.09 3 2.40 0.60 4.32

Cut & polish 10 1.70 0.60 10.17 6 2.40 0.60 8.64

Ply wood doors 2 2.40 0.81 3.89

Ply wood doors painting 4 2.40 0.81 7.78

Total costO/H % Profit 18%

Built in R.C.C.concrete cupboard 1695x600 mm with cement rendered in master bed room complete as per drawing .

Page 759: New BSR 16-02-2010

15.22

75mm thick RCC shelves 1 3.00 0.60 1.80 3 0.75 0.60 1.35

Formwork 2 3.00 0.60 3.60 6 0.75 0.60 2.70

BRC Mesh 1 3.00 0.60 1.80 3 0.75 0.60 1.35

Cut & polish 2 3.00 0.60 3.60 6 0.75 0.60 2.70

Ply wood doors 2 0.75 0.80 1.20

Ply wood doors painting 4 0.75 0.80 2.40

Total costO/H % Profit 18%

15.23

75mm thick RCC shelves 5 1.16 0.60 3.49 2 2.40 0.60 2.88

Formwork 10 1.16 0.60 6.98 4 2.40 0.60 5.76

BRC Mesh 5 1.16 0.60 3.49 2 2.40 0.60 2.88

Cut & polish 10 1.16 0.60 6.98 4 2.40 0.60 5.76

Ply wood door and drawers 1 2.40 1.16 2.78 4 1.16 0.60 2.78 8 1.16 0.15 1.39 8 0.60 0.15 0.72

Ply wood doors painting 2 2.40 1.16 5.57 8 1.16 0.60 5.57

16 1.16 0.15 2.78 16 0.60 0.15 1.44

Built in R.C.C.concrete table 3000x600mm in bed room 02 complete as per drawing .

Built in R.C.C.concrete cupboard with 1163x2400mm including timber doors & drawers in bed room 02 complete as per drawing .

Page 760: New BSR 16-02-2010

Total costO/H % Profit 18%

15.25

Brick base 2 1.91 0.28 1.05

75mm thick RCC concrete 1.91 0.90 1.72

Formwork 1 1.91 0.90 1.72 2 1.91 0.08 0.29 2 0.90 0.08 0.14

BRC Mesh 1.91 0.90 1.72

Cut & polish 1.91 0.90 1.72

Total costO/H % Profit 18%

15.26

75mm thick RCC concrete 2 2.71 0.60 3.25 1 1.36 0.60 0.81 5 0.90 0.60 2.70

Formwork 4 2.71 0.60 6.51 2 1.36 0.60 1.63

10 0.90 0.60 5.40

BRC Mesh 2 2.71 0.60 3.25 1 1.36 0.60 0.81 5 0.90 0.60 2.70

Cut & polish 4 2.71 0.60 6.51 2 1.36 0.60 1.63

10 0.90 0.60 5.40

Ply wood doors 2 0.90 0.68 1.22

Built in R.C.C. concrete bed 1913x600 mm in staff room complete as per drawing .

Built in R.C.C. concrete work top & open shelves 75mm thick 2712x600x900mm high , granite top and plywood doors with high gloss finish PU paint of approved colour complete as per drawing .

Page 761: New BSR 16-02-2010

Ply wood doors painting 4 0.90 0.68 2.44

Granite Tile 1 2.71 0.60 1.63

Total costO/H % Profit 18%

Supply and fix cement grill 1m2

Material

1'-0" x1'-0" cement grilCementSandTranspoort

Labour

MasonUn/ Sk

Tools

O/H % Profit 18%

Page 762: New BSR 16-02-2010

Total Qty Unit Rate

1.10 Cu.ft 200.00 220.00

3.76 Kg 112.00 421.56 1.02 Kg 112.00 113.82

12.50 sq.ft 50.00 625.00

280.00

1,660.38 298.87

1,959.25

195.92 642.63

10.00 m2 191.00 1,910.00 150.00 103.00 144.20

0.10 day 650.00 65.00 1.95

2,374.15 427.35

Page 763: New BSR 16-02-2010

2,801.50 280.15

44.00 Nos 18.00 792.00 0.01 bag 785.00 7.85 0.02 Cube 7,000.00 140.00 939.85

93.99

0.10 Day 950.00 95.00 0.10 Day 650.00 65.00 160.00

4.80

1,198.64

215.75 1,414.39

141.44 463.92

1.00 10,760.00 1.80 19,368.00

1.00 10,760.00 0.90 9,684.00

Page 764: New BSR 16-02-2010

1.50 2.40 3.60

18.90 L.ft 165.79 3,133.42 37.50 L.ft 77.63 2,911.18

4.00 Nos 510.00 2,040.00 1.00 Nos 1,500.00 1,500.00 9,584.61

2,000.00 60.00 2,060.00

11,644.61

2,096.03

13,740.63 3,816.84

0.90 2.40 2.16

8,244.38

1.24 1.80 2.23

8,498.58

4.00 2.88 11.50

43,893.69

4.20 2.88 12.08

46,088.38

0.60 0.75 0.45

Page 765: New BSR 16-02-2010

1,717.58

1.50 1.50 2.25

8,587.90

5.04 m2 1,200.00 6,048.00 4.97 m2 1,100.00 5,464.80 9.94 m2 715.00 7,104.24 4.97 m2 450.00 2,235.60

25.60 m 180.00 4,608.00 5.00 Nos 4,725.00 23,625.00

20.02 m2 580.00 11,609.28

20.02 m2 340.00 6,805.44 19.32 m2 800.00 15,456.00 10.00 Nos 250.00 2,500.00

85,456.36 15,382.14

100,838.50

2.39 m2 1,200.00 2,862.00

6.72 m2 1,100.00 7,392.00

13.44 m2 715.00 9,609.60

6.72 m2 450.00 3,024.00

Page 766: New BSR 16-02-2010

6.00 m 180.00 1,080.00 1.13 m2 2,500.00 2,812.50

14.01 m2 580.00 8,125.80

14.01 m2 340.00 4,763.40 1.13 m2 800.00 900.00 2.10 m2 1,350.00 2,835.00 4.00 Nos 250.00 1,000.00

44,404.30 7,992.77

52,397.07

26.28 m2 1,100.00 28,904.70

52.55 m2 715.00 37,576.11

26.28 m2 450.00 11,824.65

Page 767: New BSR 16-02-2010

25.65 m2 2,500.00 64,125.00

52.55 m2 580.00 30,481.32

52.55 m2 340.00 17,868.36

51.30 m2 800.00 41,040.00

9.58 m2 8,000.00 76,620.00

4.00 Nos 250.00 1,000.00

309,440.14 55,699.23

365,139.37

1.82 m3 12,245.00 22,243.04

5.75 m2 715.00 4,111.25

5.26 m2 450.00 2,364.75

Page 768: New BSR 16-02-2010

5.36 m2 1,350.00 7,236.00

3.36 m2

0.75 m2 8,000.00 6,000.00

41,955.04 7,551.91

49,506.95

24.73 m2 1,100.00 27,198.60

49.45 m2 715.00 35,358.18

24.73 m2 450.00 11,126.70

Page 769: New BSR 16-02-2010

24.73 m2 1,350.00 33,380.10

3.12 m2 2,500.00 7,796.25

6.24 m2 800.00 4,989.60

119,849.43 21,572.90

141,422.33

0.98 m3 12,245.00 11,943.47

3.64 m2 715.00 2,602.96

0.39 m2 450.00 175.50

14,721.92 2,649.95

17,371.87

0.41 m2 1,100.00 445.50

0.60 m2 715.00 429.00

1.01 m2 450.00 452.25

Page 770: New BSR 16-02-2010

0.60 m2 1,350.00 810.00

2,136.75 384.62

2,521.37

8.75 m2 1,100.00 9,621.48

17.49 m2 715.00 12,507.92

8.75 m2 450.00 3,936.06

17.49 m2 1,350.00 23,616.36

2.88 m2 2,500.00 7,200.00

5.76 m2 800.00 4,608.00

61,489.82 11,068.17 72,557.99

1.01 m3 12,245.00 12,315.41

Page 771: New BSR 16-02-2010

3.68 m2 715.00 2,627.63

0.39 m2 450.00 175.50

15,118.53 2,721.34

17,839.87

11.33 m2 1,100.00 12,466.08

22.67 m2 715.00 16,205.90

11.33 m2 450.00 5,099.76

22.67 m2 1,350.00 30,598.56

2.18 m2 2,500.00 5,456.00

4.36 m2 800.00 3,491.84

73,318.14 13,197.27 86,515.41

Page 772: New BSR 16-02-2010

11.09 m2 1,100.00 12,196.80

22.18 m2 715.00 15,855.84

11.09 m2 450.00 4,989.60

22.18 m2 1,350.00 29,937.60

3.27 m2 2,500.00 8,184.00

6.55 m2 800.00 5,237.76

76,401.60 13,752.29 90,153.89

9.41 m2 1,100.00 10,345.50

18.81 m2 715.00 13,449.15

9.41 m2 450.00 4,232.25

18.81 m2 1,350.00 25,393.50

3.89 m2 2,500.00 9,720.00

7.78 m2 800.00 6,220.80

69,361.20 12,485.02 81,846.22

Page 773: New BSR 16-02-2010

3.15 m2 1,100.00 3,465.00

6.30 m2 715.00 4,504.50

3.15 m2 450.00 1,417.50

6.30 m2 1,350.00 8,505.00

1.20 m2 2,500.00 3,000.00

2.40 m2 800.00 1,920.00

22,812.00 4,106.16

26,918.16

6.37 m2 1,100.00 7,005.90

12.74 m2 715.00 9,107.67

6.37 m2 450.00 2,866.05

12.74 m2 1,350.00 17,196.30

7.68 m2 2,500.00 19,200.00

15.36 m2 800.00 12,288.00

Page 774: New BSR 16-02-2010

67,663.92 12,179.51 79,843.43

1.05 m2 1,800.00 1,893.87

1.72 m2 1,100.00 1,890.90

2.14 m2 715.00 1,530.46

1.72 m2 450.00 773.55

1.72 m2 1,350.00 2,320.65

8,409.43 1,513.70 9,923.12

6.77 m2 1,100.00 7,444.80

13.54 m2 715.00 9,678.24

6.77 m2 450.00 3,045.60

13.54 m2 1,350.00 18,273.60

1.22 m2 2,500.00 3,051.00

Page 775: New BSR 16-02-2010

2.44 m2 800.00 1,952.64

1.63 m2 8,000.00 13,017.60

56,463.48 10,163.43 66,626.91

11.00 Nos 75.00 825.00 0.50 Bag 785.00 392.50 0.05 Cube 7,000.00 350.00

78.38

1.00 Day 950.00 950.00 0.50 Day 650.00 325.00 1,275.00

38.25

1,391.63 250.49

1,642.12