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s.no description unit price
fanlight catches nos 50.00
" dia pvc elbows/bend/socket no 9.25
" dia. PVC TEES no 7.00
" dia TEE no 12.00
" dia. PVC elbows/bend/socket no 12.25
1" dia. PVC elbows/bend/socket no 18.25
1" dia. PVC TEES no 20.00
1" dia. PVC elbows/bend/socket no 37.00
1" dia. PVC TEE no 30.00
1" dia. PVC elbows/bend/socket no 60.00
1"dia. PVC TEE no 52.00
2" dia. PVC TEE no 80.00
2" dia. PVC elbows/bend/socket no 126.00
2" dia. PVC elbows/bend/socket no 305.00
2" dia. PVC TEE no 146.00
3" dia. PVC elbows/bend/socket no 510.00
3" dia. PVC tees no 335.00
acid gal 200.00
anticorrosive ltr 230.00
asbestos corrugated sheet sq.ft 26.00
asbestos flat sheet sq.ft 15.00
beading x l.ft 1.50
beading 1x halmilla l.ft 10.00
bidet no b
binding wire 16 BWG lbs 35.00
bitumen gal 75.00
blacksmith days 550.00
blasting powder lbs 300.00
blue ozs 10.00
boiled lime cwts 350.00
bolt 16mm, 18" long nos 75.00
brackets no
Brass bolt 4" nos 45.00
brass nails 1 kg 100.00
brass panel pin doz 5.00brass screw 1 doz 35.00
brass screw 4" nos 12.00
brass screws nos 1.25
brass screws doz 1.75
brass screws 1" no 2.35
brass screws 1" no 3.75
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brick work 4 sq
bricks nos 2.80
brush 2" nos 167.00
brush 3" nos 210.00
brush 6" nos 403.00
But hinges 5x2 brass nos 87.50
C.I.cistern with 1 flush pipe chain nos 1550.00
C.I.pipe 4" l.ft 155.00
C.I.pipe 4" l.ft 155.00
carpenter days 600.00
Casement fasteners nos 40.00
Casement stays nos 40.00
cement cwts 485.00
cement block 16x8x4 nos 30.00
cement block 16x8x8 nos 45.00
cistern no
clay tile nos 11.00
clip and nail for " pvc nos 6.75
clip and nail for " pvc nos 8.00
clip and nail for 1" pvc nos 10.75
clip and nail for 1" pvc nos 14.50
clip and nail for 1" pvc nos 20.50
clip and nail for 2" pvc nos 29.75
clip and nail for 3" pvc nos 132.75
clip nos 25.00
clout nails " lbs 50.00coir brush 6" nos 40.00
coloured pigment lb 150.00
colouring powder lb 150.00
concrete 1 2 4 cube 14965.33
concrete 1 3 6 (1) cube 12233.33
cotton waste lb 12.50
cove moulding halmilla 2x2 l.ft 35.00
cover slab no 300.00
d d t powded lbs 100.00
Door closer(hydraulic) nos 1650.00dowels M.S. 5/8" nos 15.00
Draw rings nos 15.00
earth cube 600.00
elbow no b
emulsion lit 312.50
enamel ltr 380.00
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end cap no 38.00
eves gutter length no 425.00
EW pipe 4" no 80.00
excavation cube b
fibre/plastic plug nos 2.00
fibre/plastic plug with 4" screw nos 7.00
firewood lbs 3.00
flannel cloth yrds 65.00
floor brush nos 150.00
fuse l.ft 7.50
G.I.grating 4" nos 15.00
G.I.Sheet 8x4( 18BWG) nos 2200.00
glass pane 1/8" sq.ft 30.00
glazed tile 6x6 nos 15.00
glazier sq.ft 30.00
gutter brackets no 20.00
gutter joiner no 43.00
half round tile sq 5.00
iron screws kg
iron screws 3" nos 3.00
joiner no 43.00
jumper steel lbs 125.00
Jute Hessian sq.ft 3.50
L iron brackets nos 55.00
labour days 400.00
lead lb 150.00low level suite complete nos 4500.00
lunumidella ceiling planks sq.ft 27.00
mason days 600.00
metal 2" cube 2000.00
metal cube 3200.00
metal 1 cube 2900.00
metal 1 cube 2600.00
mitre bend no b
mixture days 1200.00
Mortice lock with screws nos 600.00mould oil lit 35.00
nails 2" kg 100.00
painter days 275.00
planks 1" sq.ft 110.00
plumber days 275.00
plywood sash 6'9"x2'9" nos 1400.00
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pressed tile 8x8 nos 15.00
primer for wall lit 377.00
props 2x4 l.ft 25.00
pvc 3" pipe,1000 type l.ft 170.00
pvc gutter head no 105.00
pvc pipe l.ft 7.10
pvc pipe l.ft 12.50
pvc pipe 1" l.ft 18.75
pvc pipe 1" l.ft 28.50
pvc pipe 1" l.ft 42.50
pvc pipe 2" l.ft 72.00
pvc pipe 3" l.ft 170.00
pvc pipe 3 l.ft 80.00
pvc straps no
rawl plugs no 2.00
reeper 2x1 l.ft 10.00
rendering 1 2 sq
ridge tile nos 25.00
ridges 3'8" long pair 250.00
Rim lock with screws nos 300.00
roofing screws or bolt nos 3.00
roofing screws and washers nos 3.50
rubble 6-9 cube 1650.00
S.W. gulley 4" nos 450.00
salt lb 10.00
sand cube 4000.00sand paper nos 17.50
shoe no 60.00
Sink 24x15x7 nos 1750.00
sk/labour days 550.00
slaked lime cwts 300.00
socket 1" nos 12.00
socket 3" nos 170.00
soldering lead lb 250.00
solvent cement gms 1.20
spreader nospur stone nos 25.00
squatting pan with trap nos 750.00
stop cock nos 250.00
tap nos 250.00
tapered wooden plug nos 25.00
tarnap gal 125.00
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Tee hinges 6"x12" pair 50.00
terpentine/thinner lit 100.00
terrazzo tiles 12x12 nos 75.00
Timber cu.ft 1100.00
timber 2x2 l.ft 25.00
timber 4x3 class I cu.ft 1100.00
timber base plates sq.ft 45.00
timber battens 2x1 class 1 l.ft 10.00
timber bearers 4x2 class 1 l.ft 55.00
timber bearers 4x2 class 2 l.ft 35.00
Timber cl 1 cu.ft 1100.00
timber class 11 2x1 l.ft 3.50
timber class11 cu.ft 625.00
timber class11 2x2 l.ft 12.00
timber joists 4x2 class 2 cu.ft 625.00
timber ledgers 2x2 l.ft 12.00
timber planks ", class 1 sq.ft 90.00
timber planks 1", class 1 sq.ft 110.00
timber planks 1 class1 sq.ft 140.00
timber planks 1", class 2 sq.ft 45.00
timber planks 1", class 2 sq.ft 45.00
timber plug no 5.00
timber plug 6x6x2 no 48.00
timber purlin cu.ft 1100.00
timber runners 4x2 cu.ft 1100.00
timber sash 3x1 sq.ft 180.00timber strips2x l.ft 4.00
timber wedges nos 6.00
tinker days 325.00
Tor steel cwts 2500.00
Tower / skeleton brass bolts nos 100.00
urinal no 1650.00
Varnish lit 400.00
vibrator days 1500.00
wash basin nos 2800.00
waste plug and chain nos 150.00water gal 0.30
wax polish lb 125.00
white cement kg 35.00
wire brush nos 65.00
wire cut bricks nos 8.75
wire nail kg 100.00
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wire nail 1 lb 50.00
wire nail 2" long lb 50.00
wire nail 6" long lb 50.00
wire nails lb 50.00
wood preservative ltr 115.00
wood primer ltr 105.00
wooden plug no 15.00
yarn lbs 35.00
yellow ochre lb 10.00
Mild steel cwts 1600.00
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1Removing top soil to a depth not exceeding
6" & depositi ng as directed withi n site
sq 400.00
per sqare
consider an area of 10.00 sqrs
ie, 5.00 cubes of excavation
Labour days 10.00 400.00 4000.00
rate per sqr 400.00
2Excavation over si te to reduce level in any
materi al except rock requir ing blasting
including depositi ng and levell ing as
dir ected upto a distance not exceeding 30ft
cube 650.00
per cube
Labour days 1.63 400.00 650.00
rate per sqr 650.00
3Excavation in tr enches for wal ls/columnpits in soft/ loose soil f rom 0-5ft deep and
deposi ting excavated material to a distance
not exceeding 30ft . (earth work support to
be paid separately).
cube 400.00
per cube
Labour days 1.00 400.00 400.00
400.00
4Excavation in tr enches for wal ls/column
pits in ordinary soil fr om 0-5ft deep and
deposi ting excavated material to a distance
not exceeding 30ft .
cube 900.00
per cube
Labour days 2.25 400.00 900.00
900.00
5Excavation in tr enches for wal ls/column
pits in hard dense soil f rom 0-5ft deep and
deposi ting excavated material to a distance
not exceeding 30ft .
cube 1400.00
per cube
Labour days 3.50 400.00 1400.00
1400.00
Construction-BSR 7
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6Excavation in tr enches for wal ls/column
pits in mud/wet soil fr om 0-5ft deep and
deposi ting excavated material to a distance
not exceeding 30ft . (earthwork and
dewatering paid for separately)
cube 2400.00
per cube
Labour days 3.00 400.00 1200.00
1200.00
7Excavation in tr enches for wal ls/column
pits in soft distintegrated rock (not requi ri ng
blasting) up to a depth of 5f t and deposit ing
excavated materi al to a distance not
exceeding 30ft .
cube 1000.00
per cube
Labour days 2.50 400.00 1000.00
1000.00
8Excavation in tr enches for wal ls/column
pits in hard rock requir ing blasting up to adepth of 5ft and deposit ing excavated
materi al to a distance not exceeding 30ft .
cube 1860.00
per cube
mateials
blasting powder lbs 0.75 300.00 225.00
fuse l.ft 10.00 7.50 75.00
jumper steel lbs 1.00 125.00 125.00
fuel and gorge(20%) 85.00
Labour
Labour days 2.00 400.00 800.00
sk/labour days 1.00 550.00 550.00
1860.00
9Benching rock in foundation in 3" -6"
steps.(Bl asting prohibited)
sq.ft 123.13
per 10.00 sq ft
drilling,chipping and wedging
sk/labour days 1.50 550.00 825.00
steel, fuel forge(25%) 206.25
collecting and deposing
Labour days 0.50 400.00 200.00
per 10.00 sq ft 1231.25
per sq.ft 123.13
Construction-BSR 8
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10Anti -termi te treatment on excavated
foundation and compacted soil under fl oors
sq 1806.00
per sqare
materials
d d t powded lbs 16.00 100.00 1600.00
water gal 20.00 0.30 6.00
Labour days 0.50 400.00 200.00
1806.00
11Earthwork-backfi ll ing & compacting with
selected earth available at site
cube 400.00
Backfilling to trenches with selected earth
available at site
per cube
Labour days 1.00 400.00 400.00
12Backfi ll ing to trenches with imported
material
cube 1090.00
per cubeearth delivered at site cube 1.00 600.00 600.00
Allow for compaction 15% 90.00
filling and compacting
Labour days 1.00 400.00 400.00
1090.00
13F il li ng under fl oors including levell ing
wateri ng and compacting in 3" layers with
avail able and selected earth at site
cube 800.00
per cube
Labour days 2.00 400.00 800.00
14F il li ng under fl oors including levell ing
wateri ng and compacting in 3" layers with
imported selected earth at site
cube 1490.00
per cube
earth delivered at site cube 1.00 600.00 600.00
Allow for compaction 15% 90.00
Labour days 2.00 400.00 800.00
1490.00
Construction-BSR 9
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15Cutti ng tur f sods loading to hand cards and
transporting upto 30 yards laying and
wateri ng for 30 days .(Royalty for tur f
pegging and transport beond 30 yards paid
separately)
sq 1818.00
per sqare
Cutting turf sods loading and transporting
ti site and unloading
Labour days 2.50 400.00 1000.00
laying turf rods at site
Labour days 0.50 400.00 200.00
Watering for 30 days
Labour days 1.50 400.00 600.00
water gal 60.00 0.30 18.00
1818.00
16 Earth work support (open planking ) in
trenches upto a depth of 5ft
sq 3114.06
consider trench 15ft long 3ft wide and 5ftdepth open planking to both faces
total area-2/15'x5'=150sq.ft
per 150sq.ft
materials
timber class11(4 use) cu.ft 17.50 156.25 2734.38
Add 5% for wedges 136.72
carpenter days 1.00 600.00 600.00
Labour days 3.00 400.00 1200.00
total per 150 sq.ft 4671.09
rate per sq 3114.06
17 Earth work support (close planking ) in
trenches upto a depth of 5ft
sq 4747.92
consider trench 15ft long 3ft wide and 5ft
height open planking to both faces
total area of planking-2/15'x5'=150sq.ft
per 150sq.ft
materials
timber class11(4 use) cu.ft 30.00 156.25 4687.50
Add 5% for wedges 234.38
carpenter days 1.00 600.00 600.00
Labour days 4.00 400.00 1600.00
total per 150 sq.ft 7121.88
rate per sq 4747.92
Construction-BSR 10
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18 Earth work support (close planking ) in
deep excavation in trenches upto 15ft
depth
sq 5290.28
consider trench of length of 15'width
5'6"at top, 3'6" at bottom
then area supported is 2/15'x15'=450 sq.ft
timber class11(4 use) cu.ft 100.00 156.25 15625.00
Add 5% for wedges 781.25
carpenter days 3.00 600.00 1800.00
Labour days 14.00 400.00 5600.00
total per 450 sq.ft 23806.25
rate per sq 5290.28
19 Mixing concrete 1 3 6 (1") cube 12233.33
per cube
materials
cement cwts 13.00 485.00 6305.00
sand cube 0.53 4000.00 2120.00metal 1 cube 0.92 2600.00 2392.00
mixture days 0.33 1200.00 400.00
water gal 110.00 0.30 33.00
sk/labour days 0.33 550.00 183.33
Labour days 2.00 400.00 800.00
12233.33
20 Mixing concrete 1 2 5 (1") cube 13213.33
per cube
materials
cement cwts 14.00 485.00 6790.00
sand cube 0.60 4000.00 2400.00
metal 1 cube 0.90 2900.00 2610.00
mixture days 0.33 1200.00 400.00
water gal 100.00 0.30 30.00
sk/labour days 0.33 550.00 183.33
Labour days 2.00 400.00 800.00
13213.33
21M ixing concrete 1 2 4 ( " ) cube 14965.33
cement cwts 18.00 485.00 8730.00
sand cube 0.50 4000.00 2000.00
metal cube 0.88 3200.00 2816.00
mixture days 0.33 1200.00 400.00
water gal 120.00 0.30 36.00sk/labour days 0.33 550.00 183.33
Labour days 2.00 400.00 800.00
14965.33
Construction-BSR 11
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22M ixing concrete 1 1 3 ( " ) cube 16887.33
cement cwts 23.00 485.00 11155.00
sand cube 0.42 4000.00 1680.00
metal cube 0.82 3200.00 2624.00
mixture days 0.33 1200.00 400.00
water gal 150.00 0.30 45.00
sk/labour days 0.33 550.00 183.33
Labour days 2.00 400.00 800.00
16887.33
23M ixing concrete 1 1 2 ( " ) cube 21310.33
cement cwts 31.00 485.00 15035.00
sand cube 0.44 4000.00 1760.00
metal cube 0.96 3200.00 3072.00
mixture days 0.33 1200.00 400.00
water gal 200.00 0.30 60.00
sk/labour days 0.33 550.00 183.33
Labour days 2.00 400.00 800.00
21310.33
242" thick cement concrete 1 3 6(1) screed
in foundation at depts not exceeding 5'-0"
sq 2511.53
per square
materials
concrete 1 3 6 cube 0.17 12233.33 2038.89
Add 10% for wastage 203.89
sk/labour days 0.13 550.00 68.75
Labour days 0.50 400.00 200.00
2511.53
253" thick cement concrete 1 3 6(1) screed
in foundation at depts not exceeding 5'-0"
sq 3732.92
per square
materials
concrete 1 3 6 cube 0.25 12233.33 3058.33
Add 10% for wastage 305.83
sk/labour days 0.13 550.00 68.75
Labour days 0.75 400.00 300.00
3732.92
Construction-BSR 12
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266" thi ck cement concrete 1 2 4( ) fl oor
(mass concr ete)
sq 8691.80
per square
materials
concrete 1 2 4 cube 0.50 14965.33 7482.67
Add 5% for wastage 374.13
sk/labour days 0.50 550.00 275.00
Labour days 1.25 400.00 500.00
water gal 200.00 0.30 60.00
8691.80
27Cement concrete 1 2 4( ) in 4" x6
column in ground fl oor
24895.33
consider 24 nos columns each 4"x6"x10'
ie .45 cubes
per .45 cubes
materials
concrete 1 2 4 cube 0.45 14965.33 6734.40
Add 10% for wastagevibrator days 1.00 1500.00 1500.00
Labour
mason days 1.00 600.00 600.00
carpenter days 0.00 600.00 0.00
Labour days 3.00 400.00 1200.00
sk/labour(vibrator) days 1.00 550.00 550.00
curing
Jute Hessian sq.ft 105.00 3.50 367.50
water gal 170.00 0.30 51.00
Labour days 0.50 400.00 200.00
total for .45 cubes 11202.90
per cube 24895.33
Construction-BSR 13
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28Cement concrete in 6" x6" column in
ground floor 1 2 4( )
cube 24680.89
consider 18 no columns 6"x6" each 10'
high. Ie 0.45cubes
per .45 cubes
materials
concrete 1 2 4 cube 0.45 14965.33 6734.40
Add 10% for wastage
vibrator days 1.00 1500.00 1500.00
Labour
mason days 1.00 600.00 600.00
carpenter
sk/labour(vibrator) days 1.00 550.00 550.00
Labour days 3.00 400.00 1200.00
curing
Jute Hessian sq.ft 80.00 3.50 280.00
water gal 140.00 0.30 42.00
Labour days 0.50 400.00 200.00total for .45 cubes 11106.40
per cube 24680.89
29Cement concrete in 9x9 column i n ground
floor 1 2 4( )
cube 24498.67
consider 8 no 9"x9" column each 10' high
.ie .45 cubes
per .45 cubes
materials
concrete 1 2 4 cube 0.45 14965.33 6734.40
vibrator days 1.00 1500.00 1500.00
Labour
mason days 1.00 600.00 600.00
sk/labour(vibrator) days 1.00 550.00 550.00
Labour days 3.00 400.00 1200.00
curing
Jute Hessian sq.ft 60.00 3.50 210.00
water gal 100.00 0.30 30.00
Labour days 0.50 400.00 200.00
total for .45 cubes 11024.40
per cube 24498.67
Construction-BSR 14
8/12/2019 Imperial BSR
15/193
30Cement concrete in 12x12 column i n
ground floor 1 2 4 9( )
cube 23405.33
consider 5 no. columns 12"x12" each 10'
high
per .50 cubes
materials
concrete 1 2 4 cube 0.50 14965.33 7482.67
Jute Hessian sq.ft 40.00 3.50 140.00
vibrator days 1.00 1500.00 1500.00
water gal 100.00 0.30 30.00
Labour
mason days 1.00 600.00 600.00
carpenter days 1.00 0.00 0.00
sk/labour(vibrator) days 1.00 550.00 550.00
Labour days 3.00 400.00 1200.00
curing
Labour days 0.50 400.00 200.00total for .50 cubes 11702.67
rate per cube 23405.33
31Cement concrete in 13x13 column in
ground floor(1 2 4 ( ))
cube 20970.24
consider 4no. Columns 13x13 each 10'
high . I.e. 0.51 cube
materials
concrete 1 2 4 cube 0.51 14965.33 7632.32
vibrator days 1.00 1500.00 1500.00
Labour
mason days 0.50 600.00 300.00
sk/labour(vibrator) days 0.50 550.00 275.00
Labour days 1.50 400.00 600.00
curing
Jute Hessian sq.ft 45.00 3.50 157.50
water gal 100.00 0.30 30.00
Labour days 0.50 400.00 200.00
total for 0.51 cube 10694.82
rate per cube 20970.24
Construction-BSR 15
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16/193
32Cement concrete 6x6 beam upto 1st floor
level (1 2 4 ( ))
cube 25153.11
consider 180 ft of beam 6"x6" . Ie. 0.45
cubes
per 0.45 cube
materials
concrete 1 2 4 cube 0.45 14965.33 6734.40
vibrator days 1.00 1500.00 1500.00
Labour
mason days 1.00 600.00 600.00
sk/labour(vibrator) days 1.00 550.00 550.00
Labour days 4.00 400.00 1600.00
curing
Jute Hessian sq.ft 23.00 3.50 80.50
water gal 180.00 0.30 54.00
Labour days 0.50 400.00 200.00rate per 0.45 cube 11318.90
rate per cube 25153.11
33Cement concrete 9x6 beam upto 1st floor
level
cube 25133.11
consider 120ft 9x6 beam . Ie. 0.45 cubes
per 0.45 cube
materials
concrete 1 2 4 cube 0.45 14965.33 6734.40
vibrator days 1.00 1500.00 1500.00
Labour
mason days 1.00 600.00 600.00
sk/labour(vibrator) days 1.00 550.00 550.00
Labour days 4.00 400.00 1600.00
curing
Jute Hessian sq.ft 23.00 3.50 80.50
water gal 150.00 0.30 45.00
Labour days 0.50 400.00 200.00
total for 0.45 cube 11309.90
rate per cube 25133.11
Construction-BSR 16
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17/193
34 Cement concrete 9x9 beam upto 1st floor
level
cube 25400.89
consider 80ft length of 9x9 beam. Ie. 0.45
cubes
per 0.45 cube
materials
concrete 1 2 4 cube 0.45 14965.33 6734.40
vibrator days 1.00 1500.00 1500.00
Labour
mason days 1.00 600.00 600.00
sk/labour(vibrator) days 1.00 550.00 550.00
Labour days 4.00 400.00 1600.00
curing
Jute Hessian sq.ft 60.00 3.50 210.00
water gal 120.00 0.30 36.00
Labour days 0.50 400.00 200.00total for 0.45 cube 11430.40
rate per cube 25400.89
355" thi ck R.C.C. f loor sl ab i n 1st f loor sq 19879.33
consider 5" thick slab 10'x12'. Volume of
concrete 50.00 cu.ft
per 0.50 cube
materials
concrete 1 2 4 cube 0.50 14965.33 7482.67
vibrator days 0.50 1500.00 750.00
Labour
mason days 0.50 600.00 300.00
sk/labour(vibrator) days 0.50 550.00 275.00
Labour days 2.00 400.00 800.00
curing
Jute Hessian sq.ft 30.00 3.50 105.00
water gal 90.00 0.30 27.00
Labour days 0.50 400.00 200.00
total for 0.50 cube 9939.67
rate per cube 19879.33
Construction-BSR 17
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18/193
36 6" thick R.C.C. floor slab in 1st floor sq 19844.33
consider 10'x10' panel=50cu.ft
materials
concrete 1 2 4 cube 0.50 14965.33 7482.67
vibrator days 0.50 1500.00 750.00
Labour
mason days 0.50 600.00 300.00
sk/labour(vibrator) days 0.50 550.00 275.00
Labour days 2.00 400.00 800.00
curing
Jute Hessian sq.ft 25.00 3.50 87.50
water gal 90.00 0.30 27.00
Labour days 0.50 400.00 200.00
total for 0.50 cube 9922.17
rate per cube 19844.33
37Cement concrete in 4" x6 l in tols in groundfloor
l.ft 48.25
consider 240 l.ft , ie. 45 cu.ft
materials
concrete 1 2 4 cube 0.45 14965.33 6734.40
vibrator days 1.00 1500.00 1500.00
Labour
mason days 1.00 600.00 600.00
sk/labour(vibrator) days 1.00 550.00 550.00
Labour days 4.00 400.00 1600.00
curing
Jute Hessian sq.ft 105.00 3.50 367.50
water gal 90.00 0.30 27.00
Labour days 0.50 400.00 200.00
total per 240.0 l.ft 11578.90
rate per l.ft 48.25
Construction-BSR 18
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38Cement concrete in 9x9 li ntols in ground
floor
l.ft 142.77
consider 80 ft of liintol , ie. 45 cu.ft
concrete
materials
concrete 1 2 4 cube 0.45 14965.33 6734.40
vibrator days 1.00 1500.00 1500.00
Labour
mason days 1.00 600.00 600.00
sk/labour(vibrator) days 1.00 550.00 550.00
Labour days 4.00 400.00 1600.00
curing
Jute Hessian sq.ft 60.00 3.50 210.00
water gal 90.00 0.30 27.00
Labour days 0.50 400.00 200.00
total per 80 ft 11421.40per ft 142.77
39 Cement concrete in 9x12 lintols in ground
floor
l.ft 190.07
consider 60 ft of liintol , ie. 45 cu.ft
concrete
materials
concrete 1 2 4 cube 0.45 14965.33 6734.40
vibrator days 1.00 1500.00 1500.00
Labour
mason days 1.00 600.00 600.00
sk/labour(vibrator) days 1.00 550.00 550.00
Labour days 4.00 400.00 1600.00
curing
Jute Hessian sq.ft 55.00 3.50 192.50
water gal 90.00 0.30 27.00
Labour days 0.50 400.00 200.00
total per 60 ft 11403.90
per ft 190.07
Construction-BSR 19
8/12/2019 Imperial BSR
20/193
40 Cement concrete in12x15 lintols in ground
floor
l.ft 315.32
consider 36 ft of liintol , ie. 45 cu.ft
concrete
materials
concrete cube 0.45 14965.33 6734.40
vibrator days 1.00 1500.00 1500.00
Labour 0.00
mason days 1.00 600.00 600.00
sk/labour(vibrator) days 1.00 550.00 550.00
Labour days 4.00 400.00 1600.00
curing
Jute Hessian sq.ft 40.00 3.50 140.00
water gal 90.00 0.30 27.00
Labour days 0.50 400.00 200.00
total per 36 ft 11351.40per ft 315.32
Construction-BSR 20
8/12/2019 Imperial BSR
21/193
41Sawn timber formwork to 9x9 cement
concrete column i n ground floor
sq. 4588.95
per sq ft
consider column length of 5ft, contact area-
15.0 sq ft
a) making mould
1) materials
1" tk , class2, timber sq.ft 18.15 45.00 816.75
2x2 class 2 timber in yokes l.ft 17.10 12.00 205.20
2x1 class2 timber battens l.ft 16.12 3.50 56.42
wire nails lbs 1.50 50.00 75.00
2) fabricating
carpenter days 0.50 0.00 0.00
Labour days 0.50 400.00 200.00
total cost for 4 use 1353.37
per use 338.34
b) assembling
materialsbolt 16mm, 18" long ( 20 use) nos 12.00 75.00 45.00
mould oil lit 0.50 35.00 17.50
props 2x4 ( 10 use) l.ft 35.00 25.00 87.50
Labour
carpenter days 0.25 0.00 0.00
Labour days 0.25 400.00 100.00
cost of assembling per use 250.00
c) dismantling cleaning and repairing (per
use)
carpenter days 0.25 0.00 0.00
Labour days 0.25 400.00 100.00
cost of assembling per use 100.00total cost for per use(15.0 sq.ft) ie. (a+b+c) 688.34
rate per sq 4588.95
Construction-BSR 21
8/12/2019 Imperial BSR
22/193
42Sawn timber f ormwork for concrete beam in
ground floor
sq 7202.76
consider 9x12 beam of 20ft long . Contact
area 55sq.ft
a) making mould
timber planks 1" class 2 sq.ft 60.00 45.00 2700.00
timber battens 2x1 class 2 l.ft 24.00 3.50 84.00
timber ledgers 2x2 class 2 l.ft 45.00 12.00 540.00
timber bearers 4x2, class 2 l.ft 30.00 35.00 1050.00
wire nails lbs 2.00 50.00 100.00
Labour
carpenter days 1.50 0.00 0.00
Labour days 2.00 400.00 800.00
total cost of mould 5274.00
assuming 4 use, cost per use 1318.50
Add 10% for repairs 131.85
cost per use 1450.35
b) assemblingmaterials
4x2 verical props class 2 l.ft 110.00 35.00 3850.00
bracing 2x2, class 2 l.ft 80.00 12.00 960.00
base plate 1" timber, class 2 sq.ft 6.00 45.00 270.00
wedges nos 22.00 6.00 132.00
5212.00
cost of materials for assembling . Assuming
an average of 6 uses . Cost of materials per
use
868.67
c) labour and sundries
Labourcarpenter days 1.00 0.00 0.00
Labour days 2.00 400.00 800.00
mould oil gal 0.50 35.00 17.50
wirenail lbs 0.50 50.00 25.00
cost per use 842.50
d) dismantling and cleaning
Labour
carpenter days 0.50 0.00 0.00
Labour days 2.00 400.00 800.00
cost of labour for dismantling per use 800.00
total cost for making the mould assembling
aligning dismantling and cleaning for 55 sq ft
per use(a+b+c+d)
3961.52
rate per sq 7202.76
Construction-BSR 22
8/12/2019 Imperial BSR
23/193
43 Sawn timber formwork for underside of
first floor slab
sq 5861.00
consider a slab of dimensions 20ftx10ft.
Contact area = 2.0 sq
a) making panels
materials
timber planks 1", class 2 sq.ft 220.00 45.00 9900.00
timber runners 4x2, class 2 cu.ft 121.00 35.00 4235.00
wire nails lbs 4.00 50.00 200.00
Labour
carpenter days 3.00 0.00 0.00
Labour days 3.00 400.00 1200.00
total cost of making panels 15535.00
assuming 4 uses cost per use 3883.75
add 20% for repairs 776.75
total cost of panels per use 4660.50
b) assembling
materials4x2 vertical timber props l.ft 690.00 35.00 24150.00
timber 2x2 l.ft 66.00 12.00 792.00
timber wedges nos 122.00 6.00 732.00
timber base plates sq.ft 33.00 45.00 1485.00
cost of materials for assembling 27159.00
assuming 6 uses , cost of materials for
assembling per use
4526.50
c) labour and sundries for assembling
carpenter days 1.00 0.00 0.00
Labour days 4.00 400.00 1600.00
mould oil gal 1.00 35.00 35.00
wire nails lbs 2.00 50.00 100.00total cost per use for assembling 1735.00
d) dismantling and cleaning
Labour
carpenter days 0.50 0.00 0.00
Labour days 2.00 400.00 800.00
total cost for dismantling per use 800.00
total cost for assembling per use for 2.0 sq
.(a+b+c+d)
11722.00
rate per sq 5861.00
Construction-BSR 23
8/12/2019 Imperial BSR
24/193
44 Tor steel reinforcement to lintols slab
beams or columns bent to shape laid in
position and tied with G I wire as directed
cwts 3920.63
materials
Tor steel including transport to site cwts 1.00 2500.00 2500.00
wastage 15% 375.00
binding wire 16 BWG lbs 1.50 35.00 52.50
add 1.5% of steel cost for spacers or chairs 43.13
blacksmith days 1.00 550.00 550.00
Labour days 1.00 400.00 400.00
3920.63
45 Brick work in cement sand 1:5 in
foundation upto D P C
cube 10648.00
per cube
materials
bricks nos 1450.00 2.80 4060.00
wastage 5% 203.00cement cwts 4.00 485.00 1940.00
sand cube 0.25 4000.00 1000.00
water gal 150.00 0.30 45.00
Labour
mason days 3.00 600.00 1800.00
Labour days 4.00 400.00 1600.00
10648.00
46 Brick work in cement sand 1:8 in
foundation upto D P C
cube 10339.67
per cube
materials
bricks nos 1450.00 2.80 4060.00
wastage 5% 203.00
cement cwts 2.33 485.00 1131.67
sand cube 0.38 4000.00 1500.00
water gal 150.00 0.30 45.00
Labour
mason days 3.00 600.00 1800.00
Labour days 4.00 400.00 1600.00
10339.67
Construction-BSR 24
8/12/2019 Imperial BSR
25/193
47 Brick work in cement sand 1:5 in 4 thick
walls in ground floor
sq 4447.50
per sq
materials
bricks nos 550.00 2.80 1540.00
wastage 5% 77.00
cement cwts 1.30 485.00 630.50
sand cube 0.10 4000.00 400.00
water gal 50.00 0.30 15.00
Labour
mason days 1.50 600.00 900.00
Labour days 2.00 400.00 800.00
scaffolding 5% 85.00
4447.50
489" thick bri ck wall cement sand 1:5 in
ground floor
sq 8429.60
per sq
materialsbricks nos 1090.00 2.80 3052.00
wastage 5% 152.60
cement cwts 3.00 485.00 1455.00
sand cube 0.20 4000.00 800.00
water gal 115.00 0.30 34.50
Labour
mason days 2.25 600.00 1350.00
Labour days 3.75 400.00 1500.00
scaffolding 3% 85.50
8429.60
49 Brick work 13 thick in cement sand 1:5
in superstructure in ground floor
sq 12611.70
per sq
materials
bricks nos 1630.00 2.80 4564.00
wastage 5% 228.20
cement cwts 4.50 485.00 2182.50
sand cube 0.30 4000.00 1200.00
water gal 170.00 0.30 51.00
Labour
mason days 3.50 600.00 2100.00
Labour days 5.50 400.00 2200.00
scaffolding 2% 86.0012611.70
Construction-BSR 25
8/12/2019 Imperial BSR
26/193
50 9" thick brick wall cement sand 1:8 in
superstructure in ground floor
sq 7914.35
per sq(.75cubes)
materials
bricks nos 1090.00 2.80 3052.00
wastage 5% 152.60
cement cwts 1.75 485.00 848.75
sand cube 0.30 4000.00 1200.00
water gal 115.00 0.30 34.50
Labour
mason days 2.25 600.00 1350.00
Labour days 3.00 400.00 1200.00
scaffolding 3% 76.50
7914.35
51 4 thick brick wall (wirecut) in cement
sand 1:5 in ground floor
sq 7604.75
(facing to brick work measured separately)
per sq
materials
wire cut bricks nos 550.00 8.75 4812.50
wastage 2% 96.25
cement cwts 1.20 485.00 582.00
sand cube 0.08 4000.00 320.00
water gal 30.00 0.30 9.00
Labour
mason days 1.50 600.00 900.00
Labour days 2.00 400.00 800.00
scaffolding 5% 85.00
7604.75
52 9" thick in cement and sand 1:5 with wire
cut brick
sq 14726.00
(facing to brick work measured separately)
per sq
materials
wire cut bricks nos 1080.00 8.75 9450.00
wastage 4% 378.00
cement cwts 2.50 485.00 1212.50
sand cube 0.18 4000.00 720.00
water gal 100.00 0.30 30.00Labour
mason days 2.25 600.00 1350.00
Labour days 3.75 400.00 1500.00
scaffolding 3% 85.50
14726.00
Construction-BSR 26
8/12/2019 Imperial BSR
27/193
53 13 thick brick wall (wire cut) in cement
sand 1:5 in ground floor
cube 22484.25
(facing to brick work measured separately)
per sq
materials
wire cut bricks nos 1630.00 8.75 14262.50
wastage 2% 285.25
cement cwts 4.50 485.00 2182.50
sand cube 0.30 4000.00 1200.00
water gal 50.00 0.30 15.00
Labour
mason days 3.75 600.00 2250.00
Labour days 5.50 400.00 2200.00
scaffolding 2% 89.00
22484.25
54 Extra over for facing including raised
pointing 1/8" thick in cement sand 1:1mixture in ground floor
sq 4705.50
per sq
materials
cement cwts 0.50 485.00 242.50
sand cube 0.01 4000.00 40.00
acid gal 0.10 200.00 20.00
water gal 10.00 0.30 3.00
Labour
mason days 5.00 600.00 3000.00
Labour days 3.50 400.00 1400.00
4705.50
553" thick f loor paved in cement mortor 2:5
in ground floor
sq 3765.50
per sq
materials
bricks nos 350.00 2.80 980.00
cement cwts 1.20 485.00 582.00
sand cube 0.11 4000.00 440.00
water gal 45.00 0.30 13.50
Labour
mason days 1.25 600.00 750.00
Labour days 2.50 400.00 1000.00
3765.50
Construction-BSR 27
8/12/2019 Imperial BSR
28/193
56Steps 1'-1" x0' -6" in bri ck in cement and
sand 1:5 with " thi ck cement and sand 1:2
rendering including necessary excavation
l.ft 128.30
per 10 l.ft
materials
bricks nos 120.00 2.80 336.00
cement cwts 0.50 485.00 242.50
sand cube 0.05 4000.00 200.00
water gal 15.00 0.30 4.50
Labour
mason days 0.50 600.00 300.00
Labour days 0.50 400.00 200.00
rate per 10 l.ft 1283.00
rate per l.ft 128.30
57Br ick drains in cement sand 1:5 , 9" wide
and 6-9" average depth including cement
rendering " thick 1:2 to exposed feceswith 1'-6" ramp in cluding necessary
excavation
l.ft 223.60
per 10 l.ft
materials
bricks nos 140.00 2.80 392.00
cement cwts 0.80 485.00 388.00
sand cube 0.05 4000.00 200.00
water gal 20.00 0.30 6.00
Labour
mason days 1.25 600.00 750.00
Labour days 1.25 400.00 500.00
rate per 10 l.ft 2236.00
rate per l.ft 223.60
Construction-BSR 28
8/12/2019 Imperial BSR
29/193
58 Brick drains in cement sand 1:5 , 9" wide
and 6-9" average depth including cement
rendering " thick 1:2 to exposed feces
with 1'-6" without ramp including
necessary excavation
l.ft 191.20
per 10 l.ft
materials
bricks nos 110.00 2.80 308.00
cement cwts 0.70 485.00 339.50
sand cube 0.04 4000.00 160.00
water gal 15.00 0.30 4.50
Labour
mason days 1.00 600.00 600.00
Labour days 1.25 400.00 500.00
rate per 10 l.ft 1912.00
rate per l.ft 191.20
59 8" thick hollow blocks in cement and sand
mortor 1:5 in ground floor (cavitiesunfilled)
sq 7852.75
per sq
10x10 area ( size of each block 16x8x8)
materials
hollow cement block 16x8x8 nos 112.00 45.00 5040.00
wastage 5% 252.00
cement cwts 0.75 485.00 363.75
sand cube 0.06 4000.00 240.00
Labour
mason days 1.50 600.00 900.00
Labour days 2.50 400.00 1000.00
scaffolding 3% 57.007852.75
60 4" thick hollow block masonry in cement
and sand mortor 1"5 with cavities unfilled
sq 5312.00
per sq
10x10 area ( size of each block 16x8x4)
materials
cement block 16x8x4 nos 112.00 30.00 3360.00
wastage 5% 168.00
cement cwts 0.40 485.00 194.00
sand cube 0.03 4000.00 120.00Labour
mason days 1.00 600.00 600.00
Labour days 2.00 400.00 800.00
scaffolding 5% 70.00
5312.00
Construction-BSR 29
8/12/2019 Imperial BSR
30/193
61 Random rubble masonry in cement mortor
1:5 in foundation
cube 10600.00
per cube (14" tk)
materials
rubble 6-9 cube 1.30 1650.00 2145.00
cement cwts 5.00 485.00 2425.00
sand cube 0.30 4000.00 1200.00
water gal 100.00 0.30 30.00
Labour
mason days 4.00 600.00 2400.00
Labour days 6.00 400.00 2400.00
10600.00
62 Random rubble masonry in cement mortor
1:5 in superstructure
cube 11465.00
per cube (14" tk)
materials
rubble 6-9 cube 1.30 1650.00 2145.00
cement cwts 5.00 485.00 2425.00sand cube 0.30 4000.00 1200.00
water gal 100.00 0.30 30.00
Labour
mason days 4.50 600.00 2700.00
Labour days 7.00 400.00 2800.00
scaffolding 3% 165.00
11465.00
63 Pressed floor tiles bedded in cement
mortor 1:2 and pointing in neat cement in
ground floor
sq.ft 8723.75
per sq
materials
pressed tile 8x8 nos 225.00 15.00 3375.00
wastage 5% 168.75
cement cwts 1.25 485.00 606.25
sand cube 0.07 4000.00 280.00
wax polish lb 0.25 125.00 31.25
coloured pigment lb 0.25 150.00 37.50
cotton waste lb 2.00 12.50 25.00
Labour
mason days 4.00 600.00 2400.00
Labour days 4.00 400.00 1600.00
Labour for polishing days 0.50 400.00 200.008723.75
64Glazed til e fixed to walls including bedding
in cement motor 1:2 and raking in ground
f loor .(special s measured separately)
sq.ft 12387.50
per sq
Construction-BSR 30
8/12/2019 Imperial BSR
31/193
materials
glazed tile 6x6 nos 400.00 15.00 6000.00
wastage 10% 600.00
cement cwts 2.50 485.00 1212.50
sand cube 0.11 4000.00 440.00
white cement kg 1.00 35.00 35.00
Labour
mason days 4.00 600.00 2400.00
Labour days 4.00 400.00 1600.00
Labour for cleaning days 0.25 400.00 100.00
12387.50
65Terr azzo fl oor ti les on " thi ck cement and
sand 1:2 in ground floor
sq.ft 12948.75
per sq
materials
terrazzo tiles 12x12 nos 100.00 75.00 7500.00
wastage 5% 375.00
cement cwts 1.25 485.00 606.25sand cube 0.07 4000.00 280.00
coloured pigment lb 2.00 150.00 300.00
wax polish lb 0.50 125.00 62.50
cotton waste lb 2.00 12.50 25.00
Labour
mason days 4.00 600.00 2400.00
Labour days 3.00 400.00 1200.00
Labour for polishing days 0.50 400.00 200.00
12948.75
Construction-BSR 31
8/12/2019 Imperial BSR
32/193
66Timber frame work for calicut pattern til e
hip roof in single storey buil ding consisting
of wal l pl ate beam r idge plate raf ters etc..
(Preservative treatment to be measured
separately)
sq 9383.33
per 6.0 sq
materials
Timber class 1 cu.ft 34.00 1100.00 37400.00
wastage 10% 3740.00
reeper 2x1 class 1 l.ft 660.00 10.00 6600.00
wastage 10% 660.00
wire nail 6" long lb 8.00 50.00 400.00
wire nail 2" long lb 2.00 50.00 100.00
Labour
carpenter days 7.00 600.00 4200.00
Labour days 8.00 400.00 3200.00
total for 6 sq 56300.00
per sq 9383.3367Roof coveri ng wi th cali cut pattern clay til es
in single storeyed buil ding
sq 24375.00
(timber frame work and ridge covering
measured separately)
per 6.0 sq
materials
clay tile nos 750.00 11.00 8250.00
Labour
carpenter days 3.00 600.00 1800.00
Labour days 3.00 400.00 1200.00
total for 6 sq 11250.00
per sq 1875.00
68Timber fr ame work f or corr ugated asbestos
asheet roof i n single storeyed bui ldi ng
sq 5203.47
per 3.6 sq
materials
timber purlin cu.ft 13.25 1100.00 14575.00
wastage 10% 1457.50
Labour
carpenter days 2.50 600.00 1500.00
Labour days 3.00 400.00 1200.00
per 3.6 sq 18732.50per sq 5203.47
Construction-BSR 32
8/12/2019 Imperial BSR
33/193
69Roof covering wi th cor rugated asbestos
sheet (timber fr ame work and ri dge
coveri ng measur ed separately )
sq 3492.22
per 3.6 sq
materials
asbestos corrugated sheet sq.ft 420.00 26.00 10920.00
roofing screws and washers nos 72.00 3.50 252.00
Labour
carpenter days 1.00 600.00 600.00
Labour days 2.00 400.00 800.00
per 3.6 sq 12572.00
per sq 3492.22
70One layer half round clay til es over
corr ugated asbestos roof coveri ng
sq 4050.00
per sq
materials
half round clay tile sq 650.00 5.00 3250.00
Labour days 2.00 400.00 800.004050.00
71Asbestos close fi ttings ri dging fixed
complete with roofi ng screws or bolts
(Hook)
l.ft 97.37
per 13'4" length
materials
ridges3'8"long pair 4.00 250.00 1000.00
roofing screws or bolt nos 16.00 3.00 48.00
carpenter days 0.25 600.00 150.00
Labour days 0.25 400.00 100.00
per 13'4" length 1298.00
per l.ft 97.37
72Ridging coveri ng with calicut pattern ri dge
til es bedded in cement lime mortor 1:1:4
l.ft 125.68
per 12 l.ft ridging
materials
ridge tile nos 9.00 70.00 630.00
cement cwts 0.33 800.00 266.67
sand cube 0.02 7200.00 144.00
slaked lime lbs 15.00 4.50 67.50
colouring powder lb 0.50 200.00 100.00
mason days 0.25 750.00 187.50
Labour days 0.25 450.00 112.50
per 12 l.ft ridging 1508.17
per l.ft 125.68
73 x9" h igh valance board fixed wi th brass
screws to ends of r afters ( for til e roofing)
l.ft 120.75
per 100 l.ft
Construction-BSR 33
8/12/2019 Imperial BSR
34/193
materials
timber planks 1", class 1 sq.ft 75.00 110.00 8250.00
wastage 5% 412.50
brass screws 1" nos 70.00 3.75 262.50
Labour
carpenter days 3.00 600.00 1800.00
Labour days 3.00 400.00 1200.00
scaffolding 5% 150.00
total per 100 l.ft 12075.00
rate per ft 120.75
74 x9" h igh barge board f ixed with brass
screws at 2'-0" centr es to sides of r afters
l.ft 120.00
timber planks 1", class 1 sq.ft 75.00 110.00 8250.00
wastage 5% 412.50
brass screws 1" nos 50.00 3.75 187.50
Labour
carpenter days 3.00 600.00 1800.00
Labour days 3.00 400.00 1200.00scaffolding 5% 150.00
total per 100 l.ft 12000.00
rate per ft 120.00
Construction-BSR 34
8/12/2019 Imperial BSR
35/193
7518 BWG (1.2mm) galvani sed iron sheet
valley gutter 3'-0" gir th over al l once bent
with end laps not less than 9" width
including " tongued and grooved planks
laid to slope and prof il e on timber members
l.ft 741.75
consider 15 ft
materials
G.I.Sheet 8x4 nos 2.00 2200.00 4400.00
wood preservative gal 0.25 115.00 28.75
cement cwts 0.10 800.00 80.00
slaked lime cwts 0.05 300.00 15.00
sand cube 0.01 4000.00 40.00
planks " sq.ft 50.00 90.00 4500.00
wire nail 1 lb 2.00 50.00 100.00
labour
fixing boarding and applying wood
preservativecarpenter days 1.00 600.00 600.00
Labour days 1.00 400.00 400.00
making and fixing G.I.sheet
tinker days 0.50 325.00 162.50
mason days 0.50 600.00 300.00
building sides
mason days 0.50 600.00 300.00
Labour days 0.50 400.00 200.00
total for 15 ft 11126.25
per l.ft 741.75
Construction-BSR 35
8/12/2019 Imperial BSR
36/193
7618 BWG (1.2mm) galvanised iron fl ashing
1'-6" gir th overal l 3 times bent with end
laps not less than 6" lead soldered turned
and tucked up to not l ess than 6" in to chase
out in wall and poin ted in cement mor tor
1:2 l ower end dressed over roof coveri ng not
less than 1'-0" wide
l.ft 204.50
consider 15 ft
materials
G.I.Sheet 8x4 nos 1.00 2200.00 2200.00
cement cwts 0.05 800.00 40.00
sand cube 0.01 4000.00 40.00
soldering lead lb 1.00 250.00 250.00
Labour
cutting bending soldering and fixing
tinker days 0.50 325.00 162.50
mason days 0.13 600.00 75.00Labour days 0.75 400.00 300.00
total for 15 ft 3067.50
per l.ft 204.50
77 Timber framework for 4'-0"x4'-0" flat
asbestos ceiling (sheet measured separately
) comprising of 4x2 joists and 2x2 bearers
in class 1 timber
sq 6008.20
per 1.95 sq
materials
Timber cl 1 cu.ft 8.00 1100.00 8800.00
nails 2" lb 1.00 50.00 50.00
fibre/plastic plug nos 26.00 2.00 52.00
cement cwts 0.22 800.00 178.57
sand cube 0.02 4000.00 80.00
brush 2"( use) nos 1.00 41.75 41.75
tarnap gal 0.33 125.00 41.67
Labour
carpenter days 2.50 600.00 1500.00
mason days 0.50 600.00 300.00
Labour days 1.50 400.00 600.00
scaffolding 3% 72.00
total for 1.95 sq 11715.99
per sq 6008.20
78Horizontal ceili ng lini ng using 4'-0" x4'-0"
f lat asbestos cement sheets fi xed with and
including beading and cove mouldings on
timber frame work.(timber frame work and
pain ting measur ed separately)
sq 4253.08
Construction-BSR 36
8/12/2019 Imperial BSR
37/193
per 1.95 sq
materials
asbestos flat sheet sq.ft 210.00 15.00 3150.00
cove moulding halmilla 2x2 l.ft 60.00 35.00 2100.00
beading 1x halmilla l.ft 125.00 10.00 1250.00
clout nails" lbs 0.25 50.00 12.50
brass screws 1 nos 8.00 3.75 30.00
labour
carpenter days 1.50 600.00 900.00
labour days 2.00 400.00 800.00
scaffolding 3% 51.00
per 1.95 sq 8293.50
per sq 4253.08
79 " thick tongued and grooved lunumidella
ceiling boards fixed horizontal on 4x2 class
1 timber joists at 2'-0" centres with 1"
brass nails
sq 9545.35
consider room 15'0"x13'0" (1.95sq)materials
timber joists 4x2 (class 1) l.ft 115.00 55.00 6325.00
lunumidella ceiling planks (x6) sq.ft 215.00 27.00 5805.00
cement cwts 0.03 800.00 21.43
sand cube 0.04 4000.00 160.00
brass nails 1 kg 4.00 100.00 400.00
Labour
making holes, fixing joists, and making
good
carpenter days 1.00 600.00 600.00
mason days 1.00 600.00 600.00
Labour days 3.00 400.00 1200.00fixing ceiling board
carpenter days 3.00 600.00 1800.00
Labour days 4.00 400.00 1600.00
scaffolding 3% 102.00
total for 1.95 sq 18613.43
per sq 9545.35
80 " x6" wi de tongued and grooved
lunumidella ceil ing boards fi xed to
underside of roof raf ters (existing) wi th 1"
brass nail s including levell ing with timber
stri ps where necessary
sq 6125.56
consider room 15'0"x12'0" (1.80sq)
materials
lunumidella ceiling planks sq.ft 220.00 27.00 5940.00
timber strips2x l.ft 40.00 4.00 160.00
wire nail kg 2.00 100.00 200.00
brass nails 1 kg 4.00 100.00 400.00
Construction-BSR 37
8/12/2019 Imperial BSR
38/193
Labour
carpenter days 3.00 600.00 1800.00
Labour days 6.00 400.00 2400.00
scaffolding 3% 126.00
total for 1.80 sq 11026.00
per sq 6125.56
81 Door single hung 3'3"x7'0" high overall
with frame having 1" thick sash and
3"x2' timber frame.(glazing
ironmongery and painting measured
separately) class 1 timber
sq.ft 346.46
per 22.75 sq.ft (3'3"x7'0")
materials
frame
timber 4x3 cl I cu.ft 1.50 1100.00 1650.00
spur stone nos 2.00 25.00 50.00
fibre/plastic plug with 4" brass screw nos 6.00 7.00 42.00
dowels M.S. 5/8" nos 2.00 15.00 30.00sash
timber planks 1 sq.ft 14.00 140.00 1960.00
timber planks 1" sq.ft 5.00 110.00 550.00
Labour
carpenter days 5.00 600.00 3000.00
Labour days 1.50 400.00 600.00
total for 22.75 sq 7882.00
per sq 346.46
Construction-BSR 38
8/12/2019 Imperial BSR
39/193
82 Door glazed and panelled double hung
4'x7' high overall with frame including 1'
thick sash and 3x2 frame.(glazing
ironmongery and painting measured
separately)
sq.ft 295.19
per 28.00 sq.ft= 4x7
materials
frame
timber 4x3 cl I cu.ft 0.67 1100.00 733.33
spur stone nos 2.00 25.00 50.00
fibre/plastic plug with 4" brass screw nos 6.00 7.00 42.00
dowels M.S. 5/8" nos 2.00 15.00 30.00
sash
timber planks 1 sq.ft 16.00 140.00 2240.00
timber planks 1" sq.ft 7.00 110.00 770.00
Labour
carpenter days 6.00 600.00 3600.00
Labour days 2.00 400.00 800.00per 28.00 sq.ft 8265.33
per sq 295.19
83 Plywood door single hung 3'1"x6' 11"
overall with frame having 1" thick sash
and 3"x2" frame.(ironmongery and
painting measured separately)
sq.ft 198.71
per 21.75 sq.ft (3'1"x6'11")
materials
frame
timber 4x3 cl I cu.ft 1.80 1100.00 1980.00
spur stone nos 2.00 25.00 50.00fibre/plastic plug with 4" brass screw nos 6.00 7.00 42.00
sash
plywood sash 6'9"x2'9" nos 1.00 1400.00 1400.00
Labour
carpenter days 0.75 600.00 450.00
Labour days 0.38 400.00 150.00
mason(fixing frame) days 0.25 600.00 150.00
Labour(fixing frame) days 0.25 400.00 100.00
per 21.75 sq.ft 4322.00
per sq.ft 198.71
Construction-BSR 39
8/12/2019 Imperial BSR
40/193
84 Door ledged braced and battened single
hung2'6"x6'6" overall with frame having
7/8" thick tongued and grooved planks and
3"x2" frame (ironmongery and
painting measured separately)
sq.ft 394.28
per 16.25 sq.ft
materials
frame
timber 4x3 cl I cu.ft 1.70 1100.00 1870.00
spur stone nos 2.00 25.00 50.00
fibre/plastic plug with 4" brass screw nos 6.00 7.00 42.00
dowels M.S. 5/8" nos 2.00 15.00 30.00
sash
timber planks 1" sq.ft 21.00 110.00 2310.00
brass screw 1 doz 3.00 35.00 105.00
Labour
carpenter days 2.25 600.00 1350.00
Labour days 1.00 400.00 400.00mason for fixing frame days 0.25 600.00 150.00
Labour for fixing frame days 0.25 400.00 100.00
per 16.25 sq.ft 6407.00
per sq.ft 394.28
85 Windows glazed 7'x4' high overall with
frame comprising 3 nos openable sashes
and 3"x2" frame and mullions. (glazing
ironmongery and painting measured
separately)
sq.ft 368.32
per window 7x4, sashes= 28 sq.ft
materials
frame
timber 4x3 cl I cu.ft 3.20 1100.00 3520.00
fibre/plastic plug with 4" brass screw nos 4.00 7.00 28.00
sash
timber sash 3x1 sq.ft 9.25 180.00 1665.00
labour
carpenter days 6.00 600.00 3600.00
Labour days 2.50 400.00 1000.00
mason for fixing frame days 0.50 600.00 300.00
Labour for fixing frame days 0.50 400.00 200.00
per 28 sq ft 10313.00
per sq.ft 368.32
Construction-BSR 40
8/12/2019 Imperial BSR
41/193
861/8" clear sheet panes exceeding 1' but not
exceeding 4 sq.ft cut and fi xed with timber
beading to doors and windows
sq.ft 61.11
consider sash 3'0"x4'0" high with 3"x1"
style and 4nos glass panes
per 9.0 sq.ft
materials
glass pane 1/8" sq.ft 9.00 30.00 270.00
beading x l.ft 30.00 1.50 45.00
brass panel pin doz 4.00 5.00 20.00
Labour
glazier sq.ft 0.50 30.00 15.00
Labour days 0.50 400.00 200.00
per 9.0 sq.ft 550.00
per sq.ft 61.11
87But hinges 5x2 brass pair 256.50
per 1pairs
But hinges 5x2 brass nos 1.50 87.50 131.25brass screws doz 2.00 1.75 3.50
carpenter days 0.25 600.00 150.00
Labour days 0.25 400.00 100.00
per 1pairs 384.75
per pair 256.50
88Tee hinges 6" x12" pair 302.63
per pair
Tee hinges 6"x12" pair 1.00 50.00 50.00
iron screws doz 1.50 1.75 2.63
carpenter days 0.25 600.00 150.00
Labour days 0.25 400.00 100.00
302.63
89Rim lock nos 550.00
Rim lock with screws nos 1.00 300.00 300.00
carpenter days 0.25 600.00 150.00
Labour days 0.25 400.00 100.00
550.00
90Mortice lock nos 1100.00
Mortice lock with screws nos 1.00 600.00 600.00
carpenter days 0.50 600.00 300.00
Labour days 0.50 400.00 200.00
1100.00
91Casement stays nos 430.00per 4 nos
Casement stays nos 4.00 40.00 160.00
brass screws nos 16.00 1.25 20.00
carpenter days 0.25 600.00 150.00
Labour days 0.25 400.00 100.00
430.00
Construction-BSR 41
8/12/2019 Imperial BSR
42/193
92Door closer(hydraulic) nos 1901.17
Door closer nos 1.00 1650.00 1650.00
brass screws nos 8.00 0.15 1.17
carpenter days 0.25 600.00 150.00
Labour days 0.25 400.00 100.00
1901.17
93Tower / skeleton brass bolts nos 612.50
Tower / skeleton brass bolts nos 1.00 100.00 100.00
brass screws nos 10.00 1.25 12.50
carpenter days 0.50 600.00 300.00
Labour days 0.50 400.00 200.00
612.50
94Brass bolt 4" nos 555.00
Brass bolt 4" nos 1.00 45.00 45.00
brass screws nos 8.00 1.25 10.00
carpenter days 0.50 600.00 300.00
Labour days 0.50 400.00 200.00
555.00
95Casement fasteners nos 115.00
per 6 nos
Casement fasteners nos 4.00 40.00 160.00
brass screws nos 24.00 1.25 30.00
carpenter days 0.50 600.00 300.00
Labour days 0.50 400.00 200.00
per 6 nos 690.00
per no 115.00
96Spring loaded fanl ight catches nos 138.33
per 6 nos
fanlight catches nos 6.00 50.00 300.00
brass screws doz 2.00 15.00 30.00
carpenter days 0.50 600.00 300.00
Labour days 0.50 400.00 200.00
per 6 nos 830.00
per no 138.33
97Draw r ings nos 38.33
per 6 nos
Draw rings nos 6.00 15.00 90.00
brass screws doz 1.00 15.00 15.00
carpenter days 0.13 600.00 75.00
Labour days 0.13 400.00 50.00
per 6 nos 230.00per no 38.33
98 " thick thick DPC in cement sand 1:2
fi ni shed with 2 coats hot tar and blinded
with sand
sq 3426.75
cement cwts 2.25 485.00 1091.25
sand cube 0.11 4000.00 440.00
Construction-BSR 42
8/12/2019 Imperial BSR
43/193
bitumen gal 1.50 75.00 112.50
firewood lbs 10.00 3.00 30.00
water gal 10.00 0.30 3.00
mason days 1.25 600.00 750.00
labour days 2.50 400.00 1000.00
3426.75
995/8" thick plastering to wall in lime and
sand 2:5 including f loating with l ime putty
sq 2032.19
slaked lime cwts 1.30 300.00 390.00
sand cube 0.07 4000.00 280.00
water gal 10.00 0.30 3.00
mason days 1.00 600.00 600.00
Labour days 1.75 400.00 700.00
scaffolding 3% 59.19
2032.19
1005/8" thick plasteri ng to wall in cement sand
1:3 including cement f loating
sq 2185.66
cement cwts 1.40 485.00 679.00
sand cube 0.06 4000.00 240.00
water gal 10.00 0.30 3.00
mason days 1.00 600.00 600.00
Labour days 1.50 400.00 600.00
scaffolding 3% 63.66
2185.66
101 3/8" thick plastering to soffit slab in
cement and sand 1:3 including floating
with lime putty
sq 3182.50
cement cwts 0.80 485.00 388.00
slaked lime cwts 0.06 300.00 18.00
sand cube 0.05 4000.00 200.00
water gal 5.00 0.30 1.50
mason days 2.50 600.00 1500.00
Labour days 2.50 400.00 1000.00
scaffolding 3% 75.00
3182.50
Construction-BSR 43
8/12/2019 Imperial BSR
44/193
102 3/8" thick plastering to sides and soffit of
beam in cement and sand 1:3 includuing
floating with lime putty
sq 2603.33
cement cwts 0.80 485.00 388.00
slaked lime cwts 0.06 300.00 18.00
sand cube 0.03 4000.00 120.00
water gal 5.00 0.30 1.50
mason days 2.00 600.00 1200.00
Labour days 2.00 400.00 800.00
scaffolding 3% 75.83
2603.33
103 5/8" thick to wall in lime cement and sand
1:1:5 finished semi rough with wooden
float
sq 1947.73
cement cwts 0.80 485.00 388.00
slaked lime cwts 0.40 300.00 120.00
sand cube 0.07 4000.00 280.00
water gal 10.00 0.30 3.00mason days 1.00 600.00 600.00
Labour days 1.25 400.00 500.00
scaffolding 3% 56.73
1947.73
104 5/8" thick plastering to wall in lime cement
and sand 1:1:5 finished smooth with lime
putty floating
sq 2421.53
cement cwts 0.80 485.00 388.00
slaked lime cwts 0.60 300.00 180.00
sand cube 0.07 4000.00 280.00
water gal 10.00 0.30 3.00
mason days 1.50 600.00 900.00
Labour days 1.50 400.00 600.00
scaffolding 3% 70.53
2421.53
105 " thick plastering in cement and sand 1:3
finished smooth
sq 1921.95
cement cwts 1.07 485.00 518.95
sand cube 0.05 4000.00 200.00
water gal 10.00 0.30 3.00
mason days 1.00 600.00 600.00
Labour days 1.50 400.00 600.00
1921.95
Construction-BSR 44
8/12/2019 Imperial BSR
45/193
106 " thick rendering in cement and sand 1:2
in floors finished smooth
sq 2230.50
cement cwts 1.50 485.00 727.50
sand cube 0.05 4000.00 200.00
water gal 10.00 0.30 3.00
mason days 1.00 600.00 600.00
Labour days 1.50 400.00 600.00
Labour for curing days 0.25 400.00 100.00
2230.50
107 ' th ick rendering in cement and sand 1:3
fi ni shed smooth
sq 2821.75
cement cwts 1.75 485.00 848.75
sand cube 0.08 4000.00 320.00
water gal 10.00 0.30 3.00
mason days 1.25 600.00 750.00
Labour days 2.00 400.00 800.00
Labour for curing days 0.25 400.00 100.00
2821.75108 ' th ick rendering in cement and sand 1:2
in fl oors fi nished smooth
sq 3064.25
cement cwts 2.25 485.00 1091.25
sand cube 0.08 4000.00 320.00
water gal 10.00 0.30 3.00
mason days 1.25 600.00 750.00
Labour days 2.00 400.00 800.00
Labour for curing days 0.25 400.00 100.00
3064.25
109 " thick rendering in cement and sand 1:2
in coloured cement fl oors fin ished smooth
sq 3814.25
cement cwts 2.25 485.00 1091.25
sand cube 0.08 4000.00 320.00
coloured pigment lb 5.00 150.00 750.00
water gal 10.00 0.30 3.00
mason days 1.25 600.00 750.00
Labour days 2.00 400.00 800.00
Labour for curing days 0.25 400.00 100.00
3814.25
Construction-BSR 45
8/12/2019 Imperial BSR
46/193
110" x6" ski rti ng in cement and sand 1:3
projected or fl ush to wall s fi ni shed with
fl oating including forming groove
l.ft 44.80
per 10 l.ft
cement cwts 0.10 485.00 48.50
sand cube 0.00 4000.00 12.00
coloured pigment lb 0.25 150.00 37.50
mason days 0.38 600.00 225.00
Labour days 0.31 400.00 125.00
per 10 l.ft 448.00
per l.ft 44.80
111 Prepare and apply one coat of preservative
(oil type) to structural timber including
touching up out ends etc. after fixing
sq 743.50
wood presrvative ltr 2.75 115.00 316.25
brush 3"(1/10use) nos 1.00 21.00 21.00
painter days 0.75 275.00 206.25Labour days 0.50 400.00 200.00
743.50
112Prepare sur face of steel truss and apply two
coats of ant icorosive primer
sq 1630.88
anticorrosive ltr 2.25 230.00 517.50
terpentine/thinner lit 0.15 100.00 15.00
wire brush nos 1.00 65.00 65.00
brush 2"(1/8use) nos 1.00 20.88 20.88
painter days 1.50 275.00 412.50
Labour days 1.50 400.00 600.00
1630.88
113 Apply one coat of anti-corrosive primer
and two coats enamel paint on already
shop primed and erected steel roof truss
sq 1744.37
anticorrosive ltr 0.20 230.00 46.00
enamel ltr 1.33 380.00 506.67
terpentine/thinner lit 0.20 100.00 20.00
brush 2"(1/5use) nos 1.00 33.40 33.40
painter days 2.50 275.00 687.50
Labour days 1.00 400.00 400.00
scaffolding3% 50.81
1744.37
Construction-BSR 46
8/12/2019 Imperial BSR
47/193
114Prepare and apply two coats primer and
fi ni shing coat of enamel pain t to mil d steel
(angle/flat) gate
sq 2243.47
consider 50 sq.ft
anticorrosive ltr 1.50 230.00 345.00
enamel ltr 0.67 380.00 253.33
terpentine/thinner lit 0.20 100.00 20.00
wire brush nos 0.50 65.00 32.50
brush 2"(1/5use) nos 1.00 33.40 33.40
painter days 0.50 275.00 137.50
Labour days 0.75 400.00 300.00
per 50 sq.ft 1121.73
per sq 2243.47
115 Painting steel on new work with 2 coats of
ani-corrosive paint
sq 599.23
anticorrosive ltr 0.67 230.00 153.33
brush 2"(1/5use) nos 1.00 33.40 33.40
painter days 1.50 275.00 412.50599.23
116Painti ng new timber work wi th two coats
wood preservati ve
sq 228.40
wood presrvative ltr 0.50 115.00 57.50
brush 2"(1/5use) nos 1.00 33.40 33.40
painter days 0.50 275.00 137.50
228.40
117Prepari ng and painti ng wood work wi th
primer and two coats namel painte
sq 1692.95
wood primer ltr 0.75 105.00 78.75
enamel ltr 2.50 380.00 950.00
brush 2"(1/10 use) nos 1.00 16.70 16.70
sand paper nos 2.00 17.50 35.00
painter days 1.50 275.00 412.50
Labour days 0.50 400.00 200.00
1692.95
Construction-BSR 47
8/12/2019 Imperial BSR
48/193
8/12/2019 Imperial BSR
49/193
121cement washing to wall s of single storeyed
buil ding 2 coats
sq 173.51
per 10 sq
cement sq 0.63 485.00 303.13
coir brush 6" nos 1.00 40.00 40.00
water gal 5.00 0.30 1.50
painter days 2.00 275.00 550.00
Labour days 2.00 400.00 800.00
scaffolding 3% 40.50
per 10 sq 1735.13
per sq 173.51
122Painti ng walls with emulsion pain t 2 coats 349.49
emulsion ist coat lit 0.17 312.50 52.08
emulsion 2nd coat lit 0.14 312.50 44.64
brush 6"(1/10 use) nos 1.00 40.30 40.30
water gal 0.10 0.30 0.03
painter days 0.75 275.00 206.25scaffolding 3% 6.19
349.49
123Prepare and apply one coat alkali resistant
primer and 2 coats of emul sion paint to
soff it of slabs
sq 1344.04
primer lit 0.90 377.00 339.30
emulsion lit 1.50 312.50 468.75
brush 6"(1/10 use) nos 1.00 40.30 40.30
painter days 1.75 275.00 481.25
scaffolding 3% 14.44
1344.04
124Varn ishing two coats with copal varni sh
after sand paperi ng
sq 1127.50
Varnish lit 1.80 400.00 720.00
brush 3"(1/3 use) nos 1.00 70.00 70.00
painter days 0.50 275.00 137.50
Labour days 0.50 400.00 200.00
1127.50
125Wax polishing to timber in panels & floors sq 396.25
Wax polish lb 0.75 125.00 93.75
sand paper nos 6.00 17.50 105.00
floor brush(1/10 use) nos 1.00 15.00 15.00flannel cloth yrds 0.50 65.00 32.50
Labour days 0.38 400.00 150.00
396.25
126" dia PVC pipe fixed to walls (special s
paid separately)
l.ft 19.93
per 10 l.ft
Construction-BSR 49
8/12/2019 Imperial BSR
50/193
pvc pipe l.ft 13.00 7.10 92.30
clip and nail nos 3.00 6.75 20.25
solvent cement gms 2.00 1.20 2.40
plumber days 0.13 275.00 34.38
Labour days 0.13 400.00 50.00
per 10 l.ft 199.33
per l.ft 19.93
127 " dia PVC pipes to wal ls (specials paid
separately)
l.ft 27.45
per 10 l.ft
pvc pipe l.ft 13.00 12.50 162.50
clip and nail nos 3.00 8.00 24.00
solvent cement gms 3.00 1.20 3.60
plumber days 0.13 275.00 34.38
Labour days 0.13 400.00 50.00
per 10 l.ft 274.48
per l.ft 27.45
1281" dia. Pvc pipe fi xed to wall s (specials paidseparately)
l.ft 28.17
per 100 l.ft
pvc pipe 1" l.ft 100.00 18.75 1875.00
wastage 5% 93.75
socket 1" nos 8.00 12.00 96.00
solvent cement gms 32.00 1.20 38.40
clip and nail 1 nos 35.00 10.75 376.25
plumber days 0.50 275.00 137.50
Labour days 0.50 400.00 200.00
per 100 l.ft 2816.90
per l.ft 28.17
1291" dia. Pvc pipe fi xed to wall s (special s
paid separately)
l.ft 42.17
per 100 l.ft
pvc pipe 1" l.ft 100.00 28.50 2850.00
wastage 5% 0.00
socket 1" nos 8.00 37.00 296.00
solvent cement gms 48.00 1.20 57.60
clip and nail 1 nos 35.00 14.50 507.50
plumber days 0.75 275.00 206.25
Labour days 0.75 400.00 300.00
per 100 l.ft 4217.35
per l.ft 42.17
Construction-BSR 50
8/12/2019 Imperial BSR
51/193
130 1" dia. Pvc pipe fixed to walls (specials
paid separately)
l.ft 62.43
per 100 l.ft
pvc pipe 1" l.ft 100.00 42.50 4250.00
wastage 5% 212.50
socket 1" nos 8.00 60.00 480.00
solvent cement gms 64.00 1.20 76.80
clip and nail 1 nos 35.00 20.50 717.50
plumber days 0.75 275.00 206.25
Labour days 0.75 400.00 300.00
6243.05
62.43
1312" dia. Pvc pipe fi xed to wall s (specials paid
separately)
l.ft 102.50
per 100 l.ft
pvc pipe 2" l.ft 100.00 72.00 7200.00
wastage 5% 360.00
socket 2" nos 8.00 126.00 1008.00solvent cement gms 112.00 1.20 134.40
clip and nail nos 35.00 29.75 1041.25
plumber days 0.75 275.00 206.25
Labour days 0.75 400.00 300.00
10249.90
102.50
1323" dia. Pvc pipes f ixed to wall s (specials
paid separately )
l.ft 274.91
per 100 l.ft
pvc 3" pipe l.ft 100.00 170.00 17000.00
wastage 5% 850.00
socket 3" nos 8.00 510.00 4080.00
solvent cement gms 200.00 1.20 240.00
clip and screw nos 35.00 132.75 4646.25
plumber days 1.00 275.00 275.00
Labour days 1.00 400.00 400.00
27491.25
274.91
133excavation for l aying to 3" dia. Pvc pipes
in groung not less than 1'6" deep ,
backfi ll ing and compacting
l.ft 9.00
per 100 l.ft
Labour days 2.25 400.00 900.00
9.00
Construction-BSR 51
8/12/2019 Imperial BSR
52/193
134Chasing bri ckwork for laying " to 1"
dia. Pvc pipes and making good average
depth 2ft (pipes and special s paid
separately)
l.ft 30.89
per 100 l.ft
cement cwts 0.10 485.00 48.50
sand cube 0.01 4000.00 40.00
mason days 3.00 600.00 1800.00
Labour days 3.00 400.00 1200.00
3088.50
30.89
135Chasing brickwork f or laying 1" to 3" dia.
Pvc pipes in ground or f loor and maki ng
good. Average depth 3" .(pipes and special s
measured separately)
l.ft 37.17
per 100 l.ft
cement cwts 0.20 485.00 97.00
sand cube 0.03 4000.00 120.00mason days 3.50 600.00 2100.00
Labour days 3.50 400.00 1400.00
3717.00
37.17
136" dia pvc specials viz elbows/bend/socket no 18.53
per 10 specials
" dia pvc elbows/bend/socket no 10.00 9.25 92.50
solvent cement gms 20.00 1.20 24.00
plumber days 0.25 275.00 68.75
185.25
18.53
137 " dia. PVC specials viz
elbows/bend/socket
no 22.73
per 10 specials
" dia. PVC elbows/bend/socket no 10.00 12.25 122.50
solvent cement gms 30.00 1.20 36.00
plumber days 0.25 275.00 68.75
227.25
22.73
Construction-BSR 52
8/12/2019 Imperial BSR
53/193
1381" dia. PVC specials viz elbows/bend/socket no 29.93
per 10 specials
1" dia. PVC elbows/bend/socket no 10.00 18.25 182.50
solvent cement gms 40.00 1.20 48.00
plumber days 0.25 275.00 68.75
299.25
29.93
1391" dia. PVC special s viz
elbows/bend/socket
no 51.08
per 10 specials
1" dia. PVC elbows/bend/socket no 10.00 37.00 370.00
solvent cement gms 60.00 1.20 72.00
plumber days 0.25 275.00 68.75
510.75
51.08
1401" dia. PVC special s viz
elbows/bend/socket
no 83.35
per 10 specials
1" dia. PVC elbows/bend/socket no 10.00 60.00 600.00
solvent cement gms 80.00 1.20 96.00
plumber days 0.50 275.00 137.50
833.50
83.35
1412" dia. PVC specials viz elbows/bend/socket no 156.55
per 10 specials
2" dia. PVC elbows/bend/socket no 10.00 126.00 1260.00
solvent cement gms 140.00 1.20 168.00
plumber days 0.50 275.00 137.50
1565.50
156.55
1422" dia. PVC special s viz
elbows/bend/socket
no 342.75
per 10 specials
2" dia. PVC elbows/bend/socket no 10.00 305.00 3050.00
solvent cement gms 200.00 1.20 240.00
plumber days 0.50 275.00 137.50
3427.50
342.75
Construction-BSR 53
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1433" dia. PVC special s viz elbows/bend/socket no 552.55
per 10 specials
3" dia. PVC elbows/bend/socket no 10.00 510.00 5100.00
solvent cement gms 240.00 1.20 288.00
plumber days 0.50 275.00 137.50
5525.50
552.55
144" dia. PVC special viz TEES no 24.35
per 10 tees
" dia. PVC TEES no 10.00 7.00 70.00
solvent cement gms 30.00 1.20 36.00
plumber days 0.50 275.00 137.50
243.50
24.35
145 " dia specials viz TEE no 31.15
per 10 tees
" dia TEE no 10.00 12.00 120.00solvent cement gms 45.00 1.20 54.00
plumber days 0.50 275.00 137.50
311.50
31.15
1461" dia. PVC specials viz TEES no 40.95
per 10 tees
1" dia. PVC TEES no 10.00 20.00 200.00
solvent cement gms 60.00 1.20 72.00
plumber days 0.50 275.00 137.50
409.50
40.95
1471" dia. PVC specials TEE no 54.55
per 10 tees
1" dia. PVC TEE no 10.00 30.00 300.00
solvent cement gms 90.00 1.20 108.00
plumber days 0.50 275.00 137.50
545.50
54.55
1481" dia. PVC specials viz TEE no 93.90
per 10 tees
1"dia. PVC TEE no 10.00 52.00 520.00
solvent cement gms 120.00 1.20 144.00
plumber days 1.00 275.00 275.00939.00
93.90
Construction-BSR 54
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1492" dia. PVC specials viz TEE no 132.70
per 10 tees
2" dia. PVC TEE no 10.00 80.00 800.00
solvent cement gms 210.00 1.20 252.00
plumber days 1.00 275.00 275.00
1327.00
132.70
1502" dia. PVC specials viz TEE no 223.25
per 10 tees
2" dia. PVC TEE no 10.00 146.00 1460.00
solvent cement gms 300.00 1.20 360.00
plumber days 1.50 275.00 412.50
2232.50
223.25
1513" dia. PVC special s viz tees no 419.45
per 10 tees
3" dia. PVC tees no 10.00 335.00 3350.00
solvent cement gms 360.00 1.20 432.00plumber days 1.50 275.00 412.50
4194.50
419.45
1524" dia. Glazed earthware pipes laid on 6"
thi ck bedding in cement concrete 1:3:6
including excavation anerage 2'0" depth
backf il li ng with selected excavated materi als
and concrete haunching to join ts.
l.ft 220.38
per 100 l.ft
materials
EW pipe 4" no 50.00 80.00 4000.00
concrete 1 3 6 (1) cube 0.75 12233.33 9175.00
yarn lbs 2.00 35.00 70.00
cement jointing cwts 0.50 485.00 242.50
excavation cube 4.00 1400.00 5600.00
Labour
laying concrete bedding
Labour days 1.50 400.00 600.00
laying and testing pipes
plumber days 2.00 275.00 550.00
Labour days 2.00 400.00 800.00
backfilling 0.00Labour days 2.50 400.00 1000.00
per 100 l.ft 22037.50
220.38
1534" dia. C.I.soil /vent pipe fixed veri cally to
walls jointed with cement caulking
.(Specials measured separately)
l.ft 212.30
Construction-BSR 55
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per 6'0" length
materials
C.I.pipe 4" l.ft 6.00 155.00 930.00
wastage 10% 93.00
yarn lbs 0.31 35.00 10.94
timber plug6x6x2 no 1.00 48.00 48.00
iron screws 3" nos 2.00 3.00 6.00
cement cwts 0.02 485.00 8.66
Labour
plumber days 0.25 275.00 68.75
Labour days 0.25 400.00 100.00
scaffolding 5% 8.44
per 6'0" 1273.79
per l.ft 212.30
154 4" dia. C I pipes fixed to walls jointed with
lead caulking (specials measured
separately)
l.ft 362.02
per 6' lengthC.I.pipe 4" l.ft 6.00 155.00 930.00
wastage 10% 93.00
lead lbs 6.00 150.00 900.00
yarn lbs 0.31 35.00
timber plug6x6x2 no 1.00 48.00 48.00
iron screws 3" nos 2.00 3.00 6.00
firewood lbs 0.06 3.00 0.19
Labour
plumber days 0.25 275.00 68.75
Labour days 0.25 400.00 100.00
add 10% for sundries 16.88
scaffolding 5% 9.28per 6' length 2172.09
per l.ft 362.02
Construction-BSR 56
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1554" dia stoneware gul ley with 6x6x6 gull ey
box including excavation 4" cement
concr ete 1 2 4 base surrounded by 4"
thi ck cement and sand 1:5 extended 6"
above top of gull ey box including maki ng
connection " cement and sand 1:2
rendering internall y and exposed faces
fi ni shed smooth with neat cement fl oating
and providing G I grating on top of gulley
no 1407.64
per no
materials
S.W. gulley 4" nos 1.00 450.00 450.00
excavation cube 0.04 1400.00 56.00
brick work 4 sq 0.06 4447.50 244.61
concrete1 2 4 cube 0.01 14965.33 119.72
rendering 1 2, " sq 0.01 2230.50 22.31
G.I.grating 4" nos 1.00 15.00 15.00mason days 0.50 600.00 300.00
Labour days 0.50 400.00 200.00
1407.64
156 Manhole 2x2 internally with invert depth
not exceeding 2ft including excavation ,
backfilling 6" cement concrete 1 2 4 base
with 3/8" dia. Mild steel rods at 4" c/c
bothways , forming channels and benching
in similar concrete 4" walls in brick in
cement 1:5 " thick cement and sand 1:2
rendering internally and exposed surfaces
including channels benching and 2" thickRCCremovable cover slab 2'3"x2'3" inlet
and outlet connection all complete to
working order
no 5829.79
excavation cube 0.35 1400.00 490.00
concrete 1 2 4 cube 0.07 14965.33 1047.57
brick work 4 sq 0.33 4447.50 1467.68
rendering 1 2 sq 0.28 2230.50 624.54
cover slab no 1.00 300.00 300.00
mason days 1.50 600.00 900.00
Labour days 2.50 400.00 1000.00
5829.79
157 22x16 glazed fireclay wash basin with "
dia. Chromium plated pillar tap , waste
plug chromium plated waste chain and
stay including fixing wash basin on
brackets (water supply and waste water
connection measured separately)
no 3991.16
Construction-BSR 57
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wash basin nos 1.00 2800.00 2800.00
tap nos 1.00 250.00 250.00
waste plug and chain nos 1.00 150.00 150.00
wooden plug no 4.00 15.00 60.00
brass screws 1 no 6.00 3.75 22.50
cement cwts 0.02 485.00 8.66
mason days 0.50 600.00 300.00
Labour days 1.00 400.00 400.00
3991.16
158 Sink 24x15x7 overall vitreous china with
rubber plug and chromoum plated chain
waste carried on iron brackets painted and
fixed to walls (water supply and waste
water connection measured separately)
nos 2448.66
Sink 24x15x7 nos 1.00 1750.00 1750.00
L iron brackets nos 2.00 55.00 110.00
cement cwts 0.02 485.00 8.66tapered wooden plug2" tk nos 2.00 25.00 50.00
brass screws 1 no 8.00 3.75 30.00
mason days 0.50 600.00 300.00
Labour days 0.50 400.00 200.00
2448.66
159 Closet pedestal type with L/L flushing
cistern flush pipe double plastic seat cover
" dia. Stop cock trap supplied and fixed
complete to working order
nos 5601.16
low level suite complete nos 1.00 4500.00 4500.00
stop cock " nos 1.00 250.00 250.00
cement cwts 0.02 485.00 8.66
sand cube 0.00 4000.00 10.00
brass screws 1 kg 2.00 3.75 7.50
mason days 0.25 600.00 150.00
plumber days 1.00 275.00 275.00
Labour days 1.00 400.00 400.00
5601.16
Construction-BSR 58
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160Closet squatting type with trap including
high level ci stern fi xed complete with fl ush
pipe and " dia. Stop cock, all complete to
worki ng order
nos 3734.75
squatting pan with trap nos 1.00 750.00 750.00
C.I.cistern with 1 flush pipe chain and over
flow pipe
nos
1.00 1550.00
1550.00
clip nos 1.00 25.00
wooden plug no 5.00 15.00 75.00
brass screws 1 no 12.00 3.75 45.00
stop cock nos 1.00 250.00 250.00
cement cwts 0.25 485.00 121.25
metal cube 0.01 3200.00 16.00
sand cube 0.00 4000.00 10.00
mason days 0.50 485.00 242.50
plumber days 1.00 275.00 275.00
Labour days 1.00 400.00 400.00
3734.75
Construction-BSR 59
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161 Vitreous china bidet suite fixed complete to
working order
no #VALUE!
bidet no 1.00 b #VALUE!
plumber days 0.00
Labour days 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
162 4 no. Bowl type urinal with trap and 2 gal.
Capacity automatic flushing cistern andspreaders complete to working orders
no #VALUE!
urinal no a b #VALUE!
cistern no 0.00
rawl plugs no 0.00
spreader no 0.00
wooden plugs no 0.00
brass screws 1 no 0.00
cement cwts 0.00
sand cube 0.00
mason cube 0.00
plumber days 0.00Labour days 0.00
0.00
0.00
0.00
163 6" dia.half round pvc eaves gutter fixed to
timber valance board including gutter
joiner and brackets fixed at 18" c/c(other
specials paid separately)
l.ft #VALUE!
eves gutter length no a b #VALUE!
joiner no 0.00
gutter brackets no 0.00
brass screws no 0.00
solvent cement gms 0.00
plumber days 0.00
Labour days 0.00
scaffolding 5% 0.00
0.00
Construction-BSR 60
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0.00
170 Mild steel reinforcement to lintols slab
beams or columns bent to shape laid in
position and tied with G I wire as directed
cwts 2870.10
materials
Tor steel including transport to site cwts 1.00 1600.00 1600.00
wastage 15% 240.00
binding wire 16 BWG lbs 1.50 35.00 52.50
add 1.5% of steel cost for spacers or chairs 27.60
blacksmith days 1.00 550.00 550.00
Labour days 1.00 400.00 400.00
2870.10
Construction-BSR 63
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s.no description unit
rate in
imperial 24.20%
rate in
metric
1 Removing top soil to a depth not exceeding
6" & depositing as directed within site
sq 400.00 476.00 43.00
2 Excavation over site to reduce level in anymaterial except rock requiring blasting
including depositing and levelling as
directed upto a distance not exceeding 30ft
cube 650.00 773.50 229.45
3 Excavation in trenches for walls/column pits
in soft/loose soil from 0-5ft deep and
depositing excavated material to a distance
not exceeding 30ft . (earth work support to
be paid separately). cube 400.00 476.00 141.20
4 Excavation in trenches for walls/column pitsin ordinary soil from 0-5ft deep and
depositing excavated material to a distance
not exceeding 30ft . cube 900.00 1071.00 317.70
5 Excavation in trenches for walls/column pits
in hard dense soil from 0-5ft deep and
depositing excavated material to a distance
not exceeding 30ft . cube 1400.00 1666.00 494.20
6 Excavation in trenches for walls/column pits
in mud/wet soil from 0-5ft deep and
depositing excavated material to a distance
not exceeding 30ft . cube 2400.00 2856.00 847.20
7 Excavation in trenches for walls/column pits
in soft distintegrated rock (not requiring
blasting) up to a depth of 5ft and depositing
excavated material to a distance not
exceeding 30ft . (earth work support to be
paid separately). cube 1000.00 1190.00 353.00
8 Excavation in trenches for walls/column pits
in hard rock requiring blasting up to a depth
of 5ft and depositing excavated material to
a distance not exceeding 30ft . (earth worksupport to be paid separately).
cube 1860.00 2213.40 656.58
9 Benching rock in foundation in 3"-6"
steps.(Blasting prohibited) sq.ft 123.13 146.52 1324.63
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10 Anti-termite treatment on excavated
foundation and compacted soil under floors
sq 1806.00 2149.14 194.15
11 Earthwork-backfilling & compacting cube 400.00 476.00 141.20
12 Backfilling to trenches with importedmaterial cube 1090.00 1297.10 384.77
13 Filling under floors including levelling
watering and compacting in 3" layers with
available and selected earth at site cube 800.00 952.00 282.40
14 Filling under floors including levelling
watering and compacting in 3" layers with
imported selected earth at site cube 1490.00 1773.10 525.97
15 Cutting turf sods loading to hand cards and
transporting upto 30 yards laying andwatering for 30 days .(Royalty for turf
pegging and transport beond 30 yards paid
separately) sq 1818.00 2163.42 195.44
16 Earth work support (open planking ) in
trenches upto a depth of 5ft sq 3114.06 3705.73 334.76
17 Earth work support (close planking ) in
trenches upto a depth of 5ft sq 4747.92 5650.02 510.40
18 Earth work support (close planking ) in
deep excavation in trenches upto 15ft
depth sq 5290.28 6295.43 568.70
19 Mixing concrete 1 3 6 (1") cube 12233.33 14557.67 4318.37
20Mixing concrete 1 2 5 (1") cube 13213.33 15723.87 4664.31
21 Mixing concrete 1 2 4 (") cube 14965.33 17808.75 5282.76
22 Mixing concrete 1 1 3 (") cube 16887.33 20095.93 5961.23
23 Mixing concr
