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Analysis 1st half - Mullaitivu
INDEX
RATE ANALYSIS FIRST HALF OF 2004 IN
Analysis (page) Summary (page)
1 DEMOLISHER 1--9 1--3
2 EXCAVATOR 10--11 4--4
3 CONCRETOR 12--23 5--7
4 BLOCK MASONRY 24--24 7--7
5 BRICKLAYER 25--30 8--9
6 MASON 31--31 9--9
7 PAVIOR 32--33 10--10
8 PLASTERER 34--39 11--12
9 ROOFER 40--42 13--13
10 CARPENTER & JOINTER 43--58 14--17
11 PAINTER & DECORATOR 59--64 18--19
12 BRASS FOUNDER 65--68 20--21
13 IRON MONGER 69--69 22--22
14 TINKER 70--71 22--22
15 PLUMBER 72--86 23--26
16 MISCELLANEOUS 87--90 27--27
17 ANGLE IRON 91--95 28--29
18 ALUMINIUM WORK 96--99 30--30
Page 2 of 258
Analysis 1st half - Mullaitivu
SUMMARY.
APPROVED B.S.R FOR THE FIRST HALF 0F 2004 IN
DEMOLISHER.
NO DESCRIPTION OF WORK UNIT RATE (1st)
1/1 Brick work in Cement, demolished brick Cube 973.00
stacked and debris cleared. m3 344.00
2/1 Brick work in lime, demolished brick stacked Cube 778.00
and debris cleared. m3 275.00
5/2 Ceiling, existing removed materials stacked Sqr 247.00
and debris cleared. m2 26.60
6/2 Cement concrete demolished, and debris Sqr 1667.00
cleared away. m2 179.00
7/2 Cement concrete, reinforced demolished in
suspended floors reinforcement removed and Sqr 2408.00
debris cleared. m2 259.00
8/2 Corrugated Sheets, Iron, Asbestoes or
Aluminium Alloy removed from roof or walls Sqr 281.00
and stacked. m2 30.20
9/3 Corrugated sheets iron or asbestos or aluminium alloy Sqr 304.00
removed from roofs or walls of 2 storeyed buildings m2 33.00
11/3 Door or Window, size up to 40 S.ft removed
from existing walls and door or stacked. No 371.00
12/3 Doors for window, size over 40 S.ft removed
- do - - do - No 556.00
13/4 Door or window, sash only, up to 40 S.ft
removed from existing walls and stacked. No 57.00
14/4 Door or window, sash only, over 40 S.ft
- do - - do - No 86.00
15/4 Down pipes, 4" to 6" dia G.I old or decayed, L.ft 3.90
removed from existing building and stacked. L.m 12.80
Page 3 of 258
Analysis 1st half - Mullaitivu
16/4 Drains demolished and debris cleared L.ft 12.00
18/5 Fence uprooted, barbed wire rolled up and
all materials stacked (length of fencing to L.ft 18.00
measured). L.m 59.00
Page 4 of 258
Analysis 1st half - Mullaitivu
NO DESCRIPTION OF WORK UNIT RATE (1st)
19/5 Floors brick paved, demolished and debris Sqr 278.00
cleared away. m2 30.00
20/6 Gate sash removed and stacked after
demolishing cement concrete blocks or
removing posts and separating pintols (demolishing
brick work where necessary paid for separately). No 371.00
21/6 Glass panes in doors, windows and fanlights Sq.ft 16.90
removed and stacked. m2 182.00
22/6 Gutter, Eaves, removed and stacked from roofs of L.ft 2.40
single story buildings. L.m 7.90
23/6 Gutter, Eaves removed from roofs of two storeyed L.ft 3.60
buildings and stracked. L.m 11.80
25/7 Partitions removed and stacked at side, including Sq.ft 14.20
making goodnes two walls and floors. m2 153.00
26/7 Lime plastering shipped and debris cleared away. Sqr 139.00
27/4 Rendering cement, chipped and debris cleared away Sqr 416.00
from brick walls and floors. m2 45.00
28/8 Rendering cement, chipped and debris cleared away Sqr 625.00
from cement concrete floors and walls. m2 67.00
29/8 Roofing removing tiles and timber stacking, serviceable
materials and cleaning debris in single storey Sqr 524.00
building. m2 56.00
30/8 Roof, removing tiles and timber stacking serviceable Sqr 719.00
material and cleaning debris in two storeyed building. m2 77.00
32/9 Rubble masonry in cement, demolished rubble Cube 1216.00
stacked and debris cleared away. m3 430.00
33/9 Rubble masonry in lime demolished rubble stacked and Cube 778.00
debris cleared away m3 275.00
Page 5 of 258
Analysis 1st half - Mullaitivu
34/9 Tiles glazed demolished and debris cleared away. Sqr 741.00
35/10 Tiles calicut or half round, removed from roof of Sqr 195.00
single storey buildings and stacked. m2 21.00
36/10 Tiles calicut of half round removed from Sqr 292.00
roof of 2 storeyed buildings and stacked. m2 31.00
NO DESCRIPTION OF WORK UNIT RATE (1st)
28 Tiles calicut of half round removed from roof of
two storeyed buildings and stacked. Sqr 224.00
39/11 Ceiling asbestoes removing including timber frame
work, stacking serviceable materials single storey Sqr 931.00
building (and debris cleared away in single). m2 100.00
40/11 Ceiling asbestos removing including timber frame Sqr 1125.00
work, - do - - do - in two m2 121.00
storeyed building.
41/11 Valance/ Barge boarding removed materials stacked L.ft 2.40
and debris cleared away in single storey building. L.m 7.90
42/11 Valance/ Barge boarding removed - do - L.ft 3.60
- do - in 2 storeyed building. L.m 11.80
43/12 Cement plastering, soffit chipped and debris cleared Sq.ft 542.00
away. m2 58.00
Page 6 of 258
Analysis 1st half - Mullaitivu
EXCAVATOR.
NO DESCRIPTION OF WORK UNIT RATE (1st)
1 Drains, earth, in any soil except rock
requiring blasting cut to gradient and cube 529.00
shaped as directed soil deposited m3 187.00
within site.
2/13 Excavation in any soil except rock requiring cube 622.00
blasting part returnfill in and ram, and m3 220.00
surplus disposed of within site as directed.
4/14 Filling under floor with gravel or other cube 725.00
approved quality of filling, spread, m3 256.00
watered and well rammed in 3" layers ###
with available earth. ###
6/14 Filling under floor with gravel or other cube 3001.00
approved quality of filling spread water m3 1060.00
and rammed in 3" layers (material not
available at site).
7/15 External Filling.(Material not available at site) cube 2314.00
m3 818.00
8/15 External Filling.(Material available at site) cube 205.00
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 7 of 258
Analysis 1st half - Mullaitivu
m3 73.00
CONCRETOR.
NO DESCRIPTION OF WORK UNIT RATE (1st)
1/15 Cement concrete 1:3:6 with 2" metel, above one cube Cube 20647.00
(shuttering paid for seperately). m3 7296.00
2/15 Cement concrete 1:3:6 (2") upto one cube shuttering Cube 21388.00
paid for seperately. m3 7558.00
3/15 Cement concrete 1:2 1/2:5 (1") above one cube Cube 22842.00
(shuttering paid for seperately). m3 8071.00
2a/16 Cement concrete 1:3:6 (1 1/2") above 1 Cube 20840.00
cube (shuttering paid for seperately). m3 7364.00
2c/16 Cement concrete 1:3:6 (1") above 1 Cube 21353.00
cube (shuttering paid for seperately). m3 7545.00
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 8 of 258
Analysis 1st half - Mullaitivu
4/16 Cement concrete 1:2 1/2:5 (1") upto one cube Cube 23583.00
(shuttering paid for seperately). m3 8333.00
5/16 Cement concrete 1:2:4 (3/4") above one cube Cube 24675.00
(shuttering paid for seperately). m3 8719.00
6/16 Cement concrete 1:2:4 (3/4") upto one cube Cube 25416.00
(shuttering paid for seperately). m3 8981.00
11/18 Drains, semi circular, in cement concrete 1:3:6 (1") 9"
wide and 9" average depth, with 3" thick sides and base
inclusive of 1/2" cement rendering 1:3 and expansion L.ft 286.00
joints as necessary excavation (without ramp). L.m 938.00
12/19 Lintol cement concrete 1:2:4 (3/4") 4 1/2"x6" L.ft 120.00
(Reinforcement paid seperately). L.m 394.00
13/19 Lintol cement concrete 1:2:4 (3/4") 9"x6" (Reinforcement L.ft 162.00
paid seperately). L.m 531.00
14/20 Lintol cement concrete 1:2:4 (3/4") 9"x9" )Reinforcement L.ft 218.00
paid seperately). L.m 715.00
19/22 Padstones, cement concrete 1:2:4 (3/4") precast
or in situ.Size 1-6x1-1 1/2x0-6 No 315.00
19a/22 Padstones, cement concrete 1:2:4 (3/4") precast
or in situ.Size 1-6x0-6x0-6 No 118.00
21/23 Slabs over drain, cement concrete 3" thick 1:2:4(3/4")
reinforced with expended metal and 1/2" cement rendered S.ft 111.00
1:2 (R/F paid for seperately). m2 1195.00
NO DESCRIPTION OF WORK UNIT RATE (1st)
21a/23 Slabs over drain, cement concrete 3" thick 1:2:4(3/4")
reinforced with expended metal and 1/2" cement rendered S.ft 79.00
1:2 (R/F paid for seperately). m2 850.00
25a/25 Cement concrete 1:1 1/2:3 (3/4"). Cube 27551.00
m3 9735.00
23/24 Supr stone, cement concrete 1:2:4 (3/4") for door posts
supplied and fixed. No 29.00
Page 9 of 258
Analysis 1st half - Mullaitivu
25/25 Cement concrete 1:2 1/2":5(1") using
mixer and vibrator (shuttering paid for Cube 24048.00
seperately). m3 8498.00
26/25 Cement concrete 1:2:4(3/4") in column shafts
(Reinforcement shuttering and finishes paid for seperately) Cube 26830.00
in guard floor using mixer and vibrator. m3 9481.00
27/25 Cement concrete as per Item 61 in 1st floor. Cube 27571.00
m3 9742.00
28/25 Cement concrete as per Item 61 in 2nd floor. Cube 28682.00
m3 10135.00
29/26 Cement concrete 1:2:4 (3/4") in beams in ground floor Cube 26700.00
(reinforcements shuttering and finishes paid for seperately) m3 9435.00
using mixer and vibrator.
30/26 Cement concrete as per Item 29 in 1st floor. Cube 27441.00
m3 9696.00
31/26 Cement concrete as per Item 29 in 2nd floor. Cube 28552.00
m3 10089.00
32/26 Shuttering for floor slab concrete and dismantling. Sqr 3988.00
m2 429.00
33/27 Shuttering for column shaft and diamantling (for column Sq.ft 60.00
9"x9"x4" 4 ft heigh I.e 4 1/2" ft box). m2 646.00
33a/27 Shuttering for footing and walls etc. Sq.ft 16.00
m2 172.16
34/27 Shuttering for beam including dismantling (12"x18" Sq.ft 43.00
beam 20 ft long). m2 463.00
35/28 Cement concrete 1:2"4(3/4") lintol in ground floor
Reinforcement and shuttering paid for seperately using Cube 26678.00
mixer and vobrator. m3 9427.00
NO DESCRIPTION OF WORK UNIT RATE (1st)
Page 10 of 258
Analysis 1st half - Mullaitivu
36/28 Cement concrete lintols as per Item (71) in 1st floor. Cube 27419.00
m3 9689.00
37/28 4" thick R..C.C 1:2:4 (3/4") in first floor slab (reinforcement Sqr 8838.00
and shuttering paid seperately) using mixer and vibrator. m2 951.00
38/29 5" thick R.C.C in 1st floor - do - Sqr 10712.00
- do - - do - m2 1153.00
39/29 Drains semi circular in cement concrete 1:3:6 (1") wide
and 9" average depth, 3" thick sides and base, inclusive of
1/2" cement rendering 1:3 with necessary expension, joints L.ft 0.00
and excavation, but without ramp L.m 0.00
40/29 Drains in cement concrete 1:3:6(1") as above L.ft 463.00
But with ramp 2' 6" wide L.m 1518.00
BLOCK MASONRY
1 Cement sand block in 1:6 mix in cement Cube 16630.00
sand 1:5 mix m3 5876.00
2 4" thick cement sand block 1:6 mix masonry Sqr 6081.00
in cement sand 1:5 mix m2 655.00
Page 11 of 258
Analysis 1st half - Mullaitivu
BRICKLAYER.
NO DESCRIPTION OF WORK UNIT RATE (1st)
2/30 Brick work in cement mortar (1:5) above 1 cube (up to 1st Cube 16820.00
floor level). m3 5943.00
3/30 - do - up to one cube - do - Cube 17690.00
- do - m3 6251.00
4/31 Brick work in cement mortar 1:5 in piers (in ground floor). Cube 18559.00
m3 6558.00
6/31 Brick work 4 1/2" thick in cement mortar 1:5 above 1 square. Sqr 6593.00
m2 710.00
7/32 - do - up to one Sqrs. Sqr 6982.00
m2 752.00
12/33 Extra over Item 2-5 and 9-11 for brick Cube 584.00
work from 1st floor level up 2nd floor. m3 206.00
14/34 Extra over Items 6-8 for brickwork from Sqrs 195.00
1st floor level to 2nd floor. m2 21.00
19/35 Coping, brick in cement 1:5 weathered and throated on L.ft 117.31
4 1/2" walls, cement renedered 1/2", 1:3 complete. L.m 384.00
20/35 Coping, brick in cement 1:5 weathered throated on 9" walls L.ft 164.00
and 1/2" cement rendered 1:3 complete. L.m 538.00
24/37 Doors or window inserted in existing walls including No 4121.00
Making. ###
25/37 Drains brick in cement 1:5,9" average depth 12" wide and
cement rendered 1/2" thick 1:3 complete with expansion joints
as necessary, including necessary excavation (apron paid L.ft 329.00
for seperately). L.m 1079.00
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 12 of 258
Analysis 1st half - Mullaitivu
26/38 Drains brick in cement 1:5,6" average depth 9" wide and
cement rendered 1/2" thick 1:3 complete with expansion joints
as necessary, including necessary excavation (apron paid L.ft 217.00
for seperately). L.m 712.00
28/38 Steps 12" wide and 6" to 9" high masonary or brick work in
cement mortar 1:5 rendered 1/2" cement 1:2 with foundation L.ft 170.00
6" below ground. L.m 558.00
30/39 Brick work in cement and sand 1:8 in foundation and upto Cube 15894.00
D.P.C. m3 5616.00
31/40 Brick work in cement and sand 1:8 in super structure Cube 16357.00
in ground floor. m3 5780.00
Page 13 of 258
Analysis 1st half - Mullaitivu
NO DESCRIPTION OF WORK UNIT RATE (1st)
32/40 - do - in 1st floor. Cube 16941.00
m3 5986.00
33/40 - do - in 2nd floor. Cube 18108.00
m3 6399.00
MASON.
NO DESCRIPTION OF WORK UNIT RATE (1st)
1/41 Random Rubble Masonary in cement mortar 1:5 above Cube 15823.00
1 cube. m3 5591.00
2/41 - do - up to one cube. Cube 16379.00
m3 5788.00
Page 14 of 258
Analysis 1st half - Mullaitivu
PAVIOR.
NO DESCRIPTION OF WORK UNIT RATE (1st)
1/43 Exapansion joints in brick floors, filled with bitumen L.ft 7.00
and sand. L.m 23.00
2/43 Exapansion joints in concrete floors filled with bitumen and L.ft 17.00
sand(to full depth of concrete and rendering). L.m 56.00
5/44 Floors, cement concrete 1:2 1/2:5(1") 3" cement rendered 1/2", Sqr 7868.00
1:2, with expansion joints filled with cement and sand. m2 611.00
12/46 Tiles glazed colour 6"x6" with all specials, supplied and S.ft 107.00
fixed to walls including raking plaster and bedding in m2 847.00
cement mortar 1:2.
12/46 Tiles glazed(colour)6"x6", with all S.ft 128.00
specials, supplied and fixed to walls m2 1378.00
including raking plaster and bedding
in cement mortar 1:2.
12d/46 Tiles 8"x8", pressed of approved pattern and S.ft 125.00
colour, supplied and fixed. m2 1350.00
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 15 of 258
Analysis 1st half - Mullaitivu
PLASTERER.
NO DESCRIPTION OF WORK UNIT RATE (1st)
4/139 Cracks in wall, plastered in cement 1:3 L.ft 12.00
after chipping 2" to 4" wide m 39.00
9/141 Flashing or plaster bands laid over tiles L.ft 20.00
4" to 6" wide on roof in cement and lime L.m 66.00
mortar 1:1:4
14/142 Rendering cement 1/2", 1:2 above 1 Sqr 1971.00
Square. m2 212.00
15/142 Rendering cement 1/2", 1:2 upto 1 square Sqr 2110.00
m2 227.00
16/143 Rendering cement 1/2", 1:3 above 1 Square. Sqr 1716.00
m2 185.00
17/143 Rendering cement 1/2", 1:3 upto 1 Square Sqr 1855.00
m2 200.00
18/143 Rendering, cement 3/4", 1:2 above 1 Sqr 2790.00
Square. m2 300.00
19/143 Rendering, cement 3/4", 1:2 upto 1 square Sqr 2975.00
m2 320.00
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 16 of 258
Analysis 1st half - Mullaitivu
20/144 Rendering, cement 3/4", 1:3 above 1 Sqr 2493.00
Square. m2 268.00
21/144 Rendering, cement 3/4", 1:3 upto 1 square Sqr 2679.00
m2 288.00
22/144 Rendering, cement, floating coat using Red
cement finished smooth with Carborandum Sqr 587.00
stone m2 63.00
25/145 Rendering cement 3/4", 1:2 with Pudlo 5lbs Sqrs 3228.00
to 100 lbs cement m2 347.00
26/145 Skirting in cement mortar 1:3, 1/2"x4" L.ft 30.00
projected or flush with wall, and L.m 98.00
including forming groove.
27/145 Skirting in cement mortar 1:3, 1/2"x6"
projected or flush with all finished with
Red cement floating, including forming L.ft 51.00
groove. L.m 167.00
NO DESCRIPTION OF WORK UNIT RATE (1st)
28/146 3/8" thick plastering to RCC beams, slab Sqrs 2601.00
soffit in cement sand 1:3 .with lime putty m2 280.00
29/146 D.P.C. 3/4" thick in cement, sand 1:2 Sqrs 3681.00
finished smooth with 2 coats of hot tar. m2 396.00
29a/146 3/8" thick cement and sand plastering to Sqrs 2348.00
column and beam m2 253.00
29b/146 1/2" thick cement plastering 1:4 mix Sqrs 1615.00
m2 174.00
29c/146 5/8" thick cement plastering 1:4 mix Sqrs 1681.00
m2 181.00
29d/146 Cracks in wall Plastered in cement 1:3 L.ft 13.00
after chipping 2" to 4" wide L.m 42.00
Page 17 of 258
Analysis 1st half - Mullaitivu
29e/146 Plinth plastering 1/2" thick 1:3 cement and Sqrs 2303.00
sand with red cement floating m2 248.00
ROOFER.
NO DESCRIPTION OF WORK UNIT RATE (1st)
5/49 Corrugated asbestos sheet roofing on
special upper cl. Timber/kempas purlines
supplied and fixed complete including
treating timber with wood preservative Sqrs 10298.00
two coats (ridging measured seperately). m2 1109.00
7/50 Corrugated asbestos sheet fixed to roof
or wall on existing frame work with
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 18 of 258
Analysis 1st half - Mullaitivu
necessary coach screws and limpet Sqrs 4705.00
washers, or hook bolts.& with 2 coats wood m2 506.00
Preservative to existing frame work
18/53 Ridging, calicut pattern bedded in
Cement and lime mortar 1:1:4, Coloured L.ft 78.00
to match tiles. L.m 256.00
19/53 Ridging, Calicut Pattern bedded in
cement and lime mortar 1:1:4 coloured L.ft 49.00
to match tiles (tiles available at site) L.m 161.00
21/54 Ridging with asbestos cement close
fitting ridges fixed complete with L.ft 149.00
roofing screws or hook bolts. L.m 489.00
26/55 Tiles, calicut pattern, flat supplied and
laid up to 5 tiles in single storey building No 28.00
27/56 Tiles, calicut pattern flat supplied and
laid (above 5 and up to 25) in single
storey Building. No 24.00
30/56 Tiles calicut pattern supplied and laid Sqr 2750.00
in any Building. m2 296.00
31/56 Tiles, calicut pattern, laid in any Sqr 185.00
Buildings(tiles available at site). m2 20.00
43/53 Shifting and re-laying calicut pattern Sqr 370.00
tiles. m2 40.00
44/59 Supplying and laying half round tiles Sqr 2649.00
on the existing asbestos roof. m2 285.00
CARPENTER & JOINTER.
NO DESCRIPTION OF WORK UNIT RATE (1st)
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 19 of 258
Analysis 1st half - Mullaitivu
8/63 Boards, Barge, Valance, Fascia, 3/4" to
1" thick in class.II Local timber fixed
complete with necessary Brass screws new or
renewed above 1 C.ft.( 9" width) with 1 coat L.ft 95.00
primer & 2 coat of enamel painting L.m 310.00
12/64 Boardes, Barge, Valance, Facia,
available fixed including cutting and s.ft 42.00
minor repairs.with 2 coats enamel painting m2 452.00
3/61A Beadings, Class I local timber 1 1/2" to
2"x1/2" plain chamfered, fixed with brass L.ft 11.00
screws L.m 36.00
14/65 Ceiling asbestos, flat fixed with clout
headed nails to 4"x2" joists at 4'crs & 2"x 2"
bearers at 2' crs of spl.upper class. Timber/
kempas including 1 1/2" x 1/2" cover fillets
and 2 1/2" x 1/2" coves of Halmills timber.
Rate to include 2 coats tarnap to joists
and bearers primer and '2 coats of enamel
painting to beadings 'and mouldingd 2 coats
of white washing to ceiling.
Making holes in wall and fixing joists and
bearers 'Per 1.95 Sqrs (15'-0"x13'-0"). Sqr 12087.00
m2 1299.68
14a/65 Ceiling asbestos, flat in eves fixed with clout
headed nails to 2" x 2"& 2"x1" spacer
bearers not exceading 2'-0 centrs both ways
bearers of spl.upper class/ kempus timber
including Aluminium beading 1" wide with
Rubber fillets fixed not exceedaing 2'-0" crs
bothways Rate to include 2 coats tarnap to Sqr 14211.00
timber and 2 coats emulsion m2 1530.00
paint to abestos sheet
14b/65 Ceiling asbestos, flat fixed with clout
headed nails to 4"x2" joists 4'-0 crs & 2"x2"
bearers of spl.upper class/kempus timber 2'-0" crs
and 2"x1" spacer bearers not exceding 2'-0crs
including Aluminium beading 1" wide with
Page 20 of 258
Analysis 1st half - Mullaitivu
rubber fillets not exceeding 2'-0 crs fixed bothways Sqr 14911.00
Rate to include 2 coats tarnap to timber m2 1603.00
and 2 coats emulsion paint
to abestos sheet
NO DESCRIPTION OF WORK UNIT RATE (1st)
14c/65 As per Item No.14 with only 2"x2"beares Sqr 10874.00
in eaves ceiling. -do- -do- m2 1171.00
14d/65 White washing to ceiling 2 coats and
2 coats of oil paint to beading and Sqr 1018.00
moulding. m2 109.46
14e/65 Ceiling, upper side cleaned and debris Sqr 92.00
cleared away. m2 10.00
26/68A Cove mouldings Cl.I 2 1/2"x1 1/2" fixed
with brass screws and plugs new or L.ft 16.00
renewed. L.m 54.00
28/69 Doors or Windows, ledged, braced and
battened with grooved and tongured
joint,3 3/4" x 2 3/4" frames in spl upper class
/ kempas and 3/4" to
7/8" thick sashes in class1 timber S.ft 394.00
with brass fittings. m2 4234.00
30/70 - do - - do -
Sash only, in class 1 timber S.ft 252.00
fixed with brass furniture. m2 2717.00
32/70 Doors or Windows, framed and battened,
sash 1" to 1 1/8" thick in Special
upper Class timber/kempas fixed complete S.ft 509.00
with brass furniture. m2 5472.00
32a/70 Battened sash only 1" to 11/8" thick in sp. S.ft 377.00
upper class timber/kempas fixed completed with m2 4061.00
brass fittings
42/74 Doors or Windows, glazed and/or
pannelled with 3 3/4"x2 3/4" frames and
Page 21 of 258
Analysis 1st half - Mullaitivu
1 1/8" to 1 1/4" sashes in special upper S.ft 479.00
Class I timber/kempas fixed. m2 5155.00
44/75 Doors or Windows, glazed or
pannelled sash only 1 1/8" to 1 1/4" thick
in Special upper class timber/kempas with brass S.ft 416.00
furniture. m2 4474.00
44a/75 Doors pannelled and terllised/B.R.C.
weld mesh No. 32 with 3 3/4"x2 3/4"
frames and 1 1/8" thick sashes in special
upper class timber/kempas, fixed complete with S.ft 425.00
brass furniture. m2 4568.00
NO DESCRIPTION OF WORK UNIT RATE (1st)
52/78 Doors pannelled with 3 3/4"x2 3/4" frames
and 1 - 1 1/8"sashes in Special upper S.ft 487.00
Class timber /kempasfixed.with brass fittings m2 5244.00
53/78 Door or Window, removing easing and Per
re-fixing. sash 171.00
54/78 Door or Window, easing only. Per sash 67.00
55/79 Door or Window frames renewed in
short lengths with special upper Class L.ft 304.00
timber/kempas. L.m 997.12
Assume 3'-0" Length of frame renewed
100/92 Reepers 2"x1" in Class I timber supplied L.ft 12.00
and fixed new or renewed with iron L.m 41.00
nails, up to 100 L.ft (shiffting of tiles paid
for seperately).
re-fixed in new position. ###
101/92 - do - - do - L.ft 11.00
over 100 L.ft. L.m 36.00
Per 100 L.ft
107/94 Roof with calicut pattern tiles on spl upper
class/Kempus frame work complete with ridges, Sqr 14294.00
hips etc. m2 1539.00
Page 22 of 258
Analysis 1st half - Mullaitivu
107a/94 gable end roof - do - Sqr 12093.00
- do - - do -. m2 1302.00
117/97 Timber available, sorted out, cut to
required sizes and fixed in roof and C.ft 436.00
other carpentry work. m3 15387.00
121/98 Timber special upper Class/kempas fixed or
renewed in roof and other carpentry C.ft 1861.00
work. m3 65672.00
135/101 Trellis partition with 1/2"x1/2" laths fixed
2" apart diagonally or horizontally and S.ft 504.00
vertically on 4"x2" Milla timber framing. m2 5425.00
138/102 Door frame 4"x3" in spl upper class timber/kempas S.ft 239.00
supplied and fixed in position m2 2575.00
118/97 Timber fixed or renewed in post and frames C.ft 2152.00
NO DESCRIPTION OF WORK UNIT RATE (1st)
140/103 Door 1 1/4" thick plywood ordinary sash
single (ordinary finish) hung on 4"x3"
frame in Special upper class timber/kempas and S.ft 321.00
complete with brass furniture with mortice lock m2 3458.00
140a/103 As per Item No 140 -do- -do- but with marine type S.ft 365.00
2'3"x6'9". m2 3927.00
###
142/104 Supplying and fixing Plywood door 1 1/4" thick S.ft 207.00
single (Ordinary finish) to the existing frame m2 2230.00
with brass fittings with mortice lock
143/104 -do- -do- plywood Marine type 1 1/4" thick S.ft 219.00
single hung to existing frame with fitting m2 2356.00
Page 23 of 258
Analysis 1st half - Mullaitivu
PAINTER & DECORATOR.
NO DESCRIPTION OF WORK UNIT RATE (1st)
13/165 Lettering 1" to 1 1/2" painted in sinhalese
English or Tamil, including painting Per
ground. Letter 42.00
14/165 Lettering 2" to 3" - do - Per
- do - - do -. Letter 50.00
15/166 Lettering 4" to 5" - do - Per
- do - - do -. Letter 70.00
23/168 Painting, enamel paint including washing
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 24 of 258
Analysis 1st half - Mullaitivu
cleaning and smoothing down with sand Sqr 741.00
paper, 1 coat. m2 80.00
24/168 Painting enamel paint - do - Sqr 1415.00
- do - 2 coats. m2 152.00
25/168 Painting New wood 1 Coat primer & 2 Coats Sqr 2114.00
Enamel paint m2 228.00
25a/168 Painting new wood work and 2 coats of Sqr 1405.00
enamel paint. m2 151.00
27/169 Painting Steel work, 1 coat, with Sqr 616.00
Anticrosive paint including removing m2 66.00
scale and wire brushing.
28/169 Painting Steel work, 2 coats, with Red
oxide including removing scale and Sqr 1136.00
wire brushing. m2 122.00
30/169 Painting walls with emulsion paint 1 coat Sqr 534.00
(new coat). m2 58.00
30a/169 Painting walls with weather shield 1 coat Sqr 607.00
( New work ) m2 65.00
31/170 Painting walls with Emulsion paint, 2 Sqr 957.00
coats (new work). m2 103.00
31a/170 Painting walls with 2 coats of weather shield paint Sqr 1118.00
( New work ) m2 120.00
32/170 Painting walls with Emulsion paint, 1
coat including preparing surface of old Sqr 625.00
work. m2 67.00
NO DESCRIPTION OF WORK UNIT RATE (1st)
32a/170 Painting walls with weather shield paint Sqr 698.00
1 coat ( Old work ) m2 75.00
33/170 - do - - do - Sqr 1049.00
2 coats - do - - do -. m2 113.00
Page 25 of 258
Analysis 1st half - Mullaitivu
33a/170 Painting walls with weather shield paint Sqr 1210.00
2 coat ( Old work ) m2 130.00
40/172 Tarnap or other wood preservative, Sqr 253.00
applied to wood work 1 coat (old work). m2 27.00
41/172 Tarnap or other wood preservative, Sqr 460.00
applied to wood work 2 coats (new work). m2 50.00
44/173 Varnishing with best copal varnish after Sqr 867.00
washing down and sand papering 1 coat. m2 93.00
45/173 - do - - do - Sqr 1507.00
- do - 2 coats. m2 162.00
49/174 White or colourwashing walls of single
storey buildings 1 coat, including Sqr 120.00
patching and preparing surface. m2 12.90
50/174 - do - - do - Sqr 208.00
2 coats - do -. m2 22.00
Page 26 of 258
Analysis 1st half - Mullaitivu
BRASS FOUNDER.
Item Description Unit RATE (1st)
4/127 Bolts barrel 4", brass oxidised heavy ###
quality supplied and fixed with brass
screws. No 138.00
6/128 - do - 6" - do -
- do - - do - No 185.00
18/130 Casement fastner with mortice plate, brass oxidised ###
heavy quality supplied and fixed with brass screws. No 170.00
19/130 Casement stays 10", brass oxidised heavy ###
quality supplied and fixed. No 154.00
21/131 Fanlight Catches brass oxidised heavy
quality with brass screws fixed complete. No 102.00
27/132 But hinges 4"x3" brass oxidised heavy quality
supplied and fixed with brass screws complete. No 300.00
29/132 - do - 4"x4" - do - ###
- do - - do - No 379.00
29a/132 - do - 4"x2 1/2" - do -
- do - - do - No 277.00
31/133 Hinges centre pivot (consisting of 2 pieces) ###
brass oxidised heavy quality supplied and
fixed with brass screws complete. Set 128.00
31a/133 Rings, brass 1 3/4" to 1 1/2" supplied
and fixed to doors and windows with
brass screws. No 56.00
51/137 Lock Mortice Vinion /concord single supplied
and fixed. No 869.00
52/137 Lock Mortice Vinion/concord double, supplied
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 27 of 258
Analysis 1st half - Mullaitivu
and fixed. No 1442.00
53/137 Mortice Lock Union ( English) single
supplied and fixed. No 2066.00
54/137 Mortice Lock Union ( English) double
supplied and fixed. No 3728.00
Item Description Unit RATE (1st)
53a/137 Lock Night Latch supplied and fixed with
duplicate keys approved quality No 601.00
63/123 Tor steel rods in reinforcing. Kg 128.00
64/123 Tor steel rods reinforcement in foundation Kg 123.00
63a/123 Mild Steel rods in reinforcing lintols or beams. Kg 126.00
64a/123 Mild Steel rods in Foundation . Kg 121.00
Page 28 of 258
Analysis 1st half - Mullaitivu
IRON MONGER.
Item DESCRIPTION OF WORK Unit RATE (1st)
49/119 Hinges T, 10" Iron, heavy quality supplied
and fixed with iron screws complete. Pair 298.00
60/121 Locks, rim 6" iron, superior quality, heavy ###
type, s/f. with iron screws complete. No 636.00
67/123 M.S.Bars 5/8" dia supplied & fixed in ###
window frame at 4" cetres & painted L.ft 60.00
with one coat red lead & 2 coats aluminium L.m 199.00
67e/123 1/2" dia - do - - do - L.ft 37.00
L.m 124.00
###
###
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 29 of 258
Analysis 1st half - Mullaitivu
###
Item DESCRIPTION OF WORK Unit RATE (1st)
9/150 Flashing G.I.22 B.W.G. 1'6" wide, fixed ###
with 6" turned up along, and top edge ###
tucked well into wall in cement and L.ft 152.00
lime mortar. L,m 498.00
29/156 Gutters, Valley 20 B.W.G 36" wide,
renewed on existing board, sheets ###
tarred, joints soldered and cement, L.ft 342.00
lime filletting complete. L,m 1121.00
34/158 -Do- renewed including 1" thick timber ###
boarding sheet tarred, joints soldered and L.ft 572.00
cement lime filletting complete. L,m 1875.00
PLUMBER.
Item DESCRIPTION OF WORK Unit RATE (1st)
1/179 Ball valve 1/2" supplied and fixed No 165.00
###
2/179 Ball valve 3/4" supplied and fixed No 231.00
13/181 Wash' Basin, Lavatory, 22"x16" with one tap,
water plug, new brackets, supplied &
fixed complete. (Additional tap, trap, ###
and outlet pipe paid for seperately). No 2979.00
17/182 Basin, sink or urinal including all fittings
removed and walls made good No 485.00
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
TINKER.
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 30 of 258
Analysis 1st half - Mullaitivu
31/185 Closet, pedestal type available at site, fixed
with cement concrete after breaking concrete
floor and making good and connections to soil
and flush pipes No 889.00
32/186 Closet, pedestal type, disconnecting and
plugging sewer connection and making good
all affected walls and floors No 612.00
34/186 Closet, pedestal type, with low level
glazed earthenware flushing cistern ###
flush pipe, double plastic sheet cover, ###
1/2" stop cork, trap etc. supplied &
fixed completed. No 6891.00
35/186 Closet squatting type, with trap supplied ###
& fixed. No 2022.00
36/187 Closet, squatting type, removed, sewer
connections plugged and floor made ###
good. No 866.00
40/188 Cocks, brass bib 1/2" supplied & fixed
(Heavy quality). No 232.00
66/193 Flushing Cistern fixed complete low level
(Ceremics).meterial available No 619.00
66a/193 Flushing cistern, low level, plastic
supplied and fixed complete. No 2061.00
86/197 Mirror, bath room type, supplied &
fixed to wall with Rawl plugs and ###
plastic frames. No 785.00
Item Description Unit RATE (1st)
147/214 Shower rose, 6" pvc supplied & fixed. No 599.00
153/215 Sink, glazed, earthenware 24"x15"x8"
supplied and fixed with waste plug, ###
complete (pedestal paid seperately). No 2936.00
Page 31 of 258
Analysis 1st half - Mullaitivu
147a/214 Towel rail 2'-0" long 3/4" dia chromium ###
plated. No 410.00
171/219 Soap tray, white porcelain, supplied and ###
fixed to wall with rawl plugs. No 293.00
173/220 Stop cocks, 1/2" supplied & fixed No 234.00
Plastic L.D. make).
174/220 Stop cocks, 3/4" supplied and fixed. ###
Plastic L.D. make). No 267.00
175/220 Stop cocks, 1" supplied and fixed.
Plastic L.D. make). No 280.00
176/220 Stop cocks, 1 1/4" supplied and fixed.
( Plastic L.D. Model ) No 433.00
177/220 Stop cocks, 1 1/2" supplied and fixed. ###
Plastic L.D. make). No 463.00
178/221 Stop cocks, 2" supplied and fixed.
Plastic L.D. make). No 538.00
178a/221 As per Item No. 178a (Gate valve 2") No 1005.00
English make
178b/221 Non return valve English 2" dia No #N/A
200/228 Tooth brush holder, chromium plated
supplied and fixed to wall with Rawl
plugs. No 320.00
292/240 Pipes pvc 1/2" supplied & fixed. L.ft 13.00
L.m 42.00
293/240 Pipes pvc 3/4" supplied & fixed. L.ft 20.00
L.m 65.00
294/240 Pipes pvc 1" supplied & fixed 1000 type. L.ft 39.00
L.m 129.00
294a/240 pipes pvc 1" supplied & fixed 600 type. L.ft 28.00
Page 32 of 258
Analysis 1st half - Mullaitivu
L.m 92.00
Item Description Unit RATE (1st)
295/240 Pipes pvc 1 1/4" supplied & fixed 1000 type. L.ft 53.00
L.m 175.00
295a/240 Pipes pvc 1 1/4" supplied & fixed 600 type. L.ft 42.00
L.m 138.00
296/241 Pipes pvc 1 1/2" supplied & fixed. L.ft 73.00
296a/241 pvc pipe 1 1/2" (1000 type) supplied & L.ft 65.00
fixed with out excavation. L.m 213.00
296b/241 pvc pipe 1 1/2" (600 type) supplied & L.ft 47.00
fixed with excavation. L.m 154.00
296c/240 pvc pipe 1 1/2" (600 type) supplied & L.ft 38.00
fixed with out excavation. L.m 126.00
297/241 Pipes pvc 2" (1000 type) supplied & fixed. L.ft 118.00
With excavation L.m 388.00
297a/241 pvc pipe 2" (1000 type) supplied & L.ft 110.00
fixed with out excavation. L.m 361.00
297b/241 pvc pipe 2" (600 type) supplied & L.ft 71.00
fixed with excavation. L.m 233.00
297c/241 pvc pipe 2" (600 type) supplied & L.ft 63.00
fixed with out excavation. L.m 206.00
310/243 Eaves gutters 6" square type pvc fixed L.ft 88.00
with PVC brackets. (1' - 6 " Crs) L.m 288.00
311/244 Down Pipe 3 1/2" Dia P.V.C Fixed with L.ft 81.00
Wooden Plug to wall etc. L.m 264.00
311a/244 PVC 4" ( 600 type ) pipe supplied and fixed on walls L.ft 227.00
L.m 743.00
Page 33 of 258
Analysis 1st half - Mullaitivu
5/245 Drains, pvc 400 type 4" laid on cement
concrete 6" thick upto 2'-0" depth of
invert including excavation and cement L.ft 357.00
concrete haunching (1:3:6 - 1" metal). L.m 1171.00
13/246 Gulley pvc 6" supplied & fixed including
gulley box. No 627.00
Item Description Unit RATE (1st)
18/247 Manhole 2'x2' and upto 2'-0" deep, 9"
thick brick in cement 1:3 walls & cement RATE (2nd)
rendered 1/2" (1:2) with 6" cement conc.
foundation 1:3:6 (1" metal) including
forming channels but without cover. No 5097.00
19/247 Manhole 3'6"x2'3" & 2'0" to 4'0" deep
- do - - do -. No 8842.00
20/248 Manhold 3' 6" x 2' 3" & 4' to 6' deep 9" thick No 13518.00
-do -do-
23/248 Manhole cover reinforced concrete 3"
thick 2'-0x2'-0" approx. supplied & fixed no 797.00
reinforced with 1/4" dia M.S.rods at
3" centres both ways.
26/249 Wire dome for 2" pipe supplied and fixed no 85.00
1/D 110mm PVC inspection joint supplied and fixed No 533.00
2D 110mm PVC inspection "Y" joint supplied and fixed No 611.00
3D 110mm PVC Bend ( 11 Deg.) supplied and fixed No 246.00
4D 110mm PVC Bend ( 22 Deg.) supplied and fixed No 250.00
5D 110mm PVC Bend ( 60 Deg.) supplied and fixed No 341.00
6D 110mm PVC Bend ( 88 Deg.) supplied and fixed No 485.00
7D 110mm PVC "T" Junction supplied and fixed No 744.00
Page 34 of 258
Analysis 1st half - Mullaitivu
8D 110mm PVC "Y" Joint supplied and fixed No 713.00
9D 50mm Bottle trap supplied and fixed No 302.00
10D 110mm PVC Inspection bend supplied and fixed No 557.00
11D 63mm PVC "Y" Joint supplied and fixed No 86.00
12D 110mm PVC Elbow supplied and fixed No 457.00
MISCELLANEOUS
Item Description Unit RATE (1st)
6/251 Fence barbed wire ,14 gauge,
4 points, 3" sparts, supplied and fixed in L.ft 4.20
existing timber posts with G.I staples. L.m 13.80
15/253 Intermediate fence posts or structs, cement
concrete 1:1 1/2:3(3/4") reinforced with
4 Nos. 1/4 dia. M.S.rods 5'-7" high square
section 4" to 6" fixed complete as per
drawing No.68 of 22.07.1936. per post 808.00
16/253 - do - - do - 7'6" high - do -. per post 901.00
17/253 End post and strut for Type barbed wire
fence fixed complete in cement concrete
as per Drg. 68 of 1936. per post 4818.00
18/254 Fence barbed wire, 7 strands 14
B.W.G with 4 points at 3" centres and
R.C.C posts (1:2:4) 3/4" metal reinforced
with 4 Nos. 1/4 rods with 14 B.W.G
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 35 of 258
Analysis 1st half - Mullaitivu
stirrups at 8" centres including post to
be fixed at 8'-0 crs' excavation cement
concrete foundation '1:3:6(1 1/2") metal
to corner posts and 'structs and straining
bolts, all as per type 'plan 68 of
22.07.1936 structs to be 'reinforced
with 4 Nos. 3/8" rods and 'corner posts
with 4 Nos. 1/2" rods. ( including L.ft 208.00
white washing 2 coats) L.m 683.00
18A/254 - Do - - do - - do -
- do - 6 Strands - do - - do - L.ft 214.00
- do - - do - - do - L.m 703.00
19/254 Straining Bolts 1/2" dia made and fixed
18" long (Approx). No 292.00
21/255 Well, bailing out water 5' to 7' dia. Upto
20' depth including cleaning well. L.ft 111.00
ANGLE IRON
Item Description Unit RATE (1st)
1/A Supplying and fixing 50mmx50mmx6mm thick
Angle iron purlin fixed to wall at not exeeding
900mm centres and joints should be bolted with
2Nos 12mm dia bolts and nuts other site welding
with cleats minimum length 450mm in next reduced
angle iron including two coats of Anticorrosive paint
as directed & including anchoring purlins with 2 nos
10mm tor steel welded to purlins where ever necessary and L.ft 121.00
with 1:2:4 concreting. L.m 397.00
2/A 62.5mmx62.5mmx6mm Angle iron purlin L.ft 145.00
-DO- -DO- L.m 474.00
3/A 75mm x 75mm x 6mm Angle Iron purlin L.ft 173.00
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU
Page 36 of 258
Analysis 1st half - Mullaitivu
-DO- -DO- L.m 569.00
4/A End Truss-2/50mm x 50mm x 6mm L.ft 363.00
Per 7'-0" including 1:2:4(3/4) concreting 2nos L.m 1192.00
12mm dia 9" long welded to end truss
with 2 coats of anticorrosive paint
5/A End Truss-2/62.5mm x 62.5mm x 6mm L.ft 403.00
-DO- -DO- L.m 1323.00
6/A End Truss-2/75mm x 75mm x 6mm L.ft 455.00
-DO- -DO- L.m 1491.00
7/A 25mm x 6mm - Flat Iron - 1'-0" long
weld to end purlin as bracket to fix valance
board with two coats of anticorrosive paint
& bolts & nuts No 41.00
8/A 31mm x 6mm - Flat Iron - 1'-0" long No 49.00
-DO- -DO-
9/A 2/3" x 3" x 1/4"(2/75mm x 75mm x 6mm) L.ft 453.00
angle iron slope beam including 1:2:4(3/4") L.m 1485.00
concreting with 4 nos 16mm 9" long Rag bolt
with 2 nos 9"x9" 10mm Ms base plate
10/A Supplying & fixing 'H' iron 6" x 3" 6mm L.ft #N/A
with necessary cleats to housing props L.m #N/A
including 2 coats of anticorrosive painting
11/A Supplying & fixing ' H ' Iron 8" x 4" L.ft 81.00
(6mm) with necessary cleats -do- L.m 265.00
Item Description Unit RATE (1st)
12/A G.I. Gate with 12'-0" x 4'-6" hight 2 Nos sashes made
out of 1 1/2" dia G.I. heavy quality frame with
6mm M.S. rod welded 3" c/c both ways all as per
Drg. No. 409853 fixed with 9" x 9" RCC pillar in
1:2:4(3/4") concrete 4Y12 reinforced and R6 at 6" crs.
stirrups rate include for Excavation base concrete
footing R/F with
Y10 @ 8" c/c both way 5/8" thick 1:4 plastering 4 Nos. pintol
and stirrups locking divice barrel bolt etc. and 2 coats
Page 37 of 258
Analysis 1st half - Mullaitivu
Anticorrosive paint and 2 coats enamel paint per piller #VALUE!
& 2 coats ofwhite washing to pillers as directed
ALUMINIUM WORK
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN
Page 38 of 258
Analysis 1st half - Mullaitivu
Item Description Unit RATE (1st)
1/AL Aluminium Partition with sliding door S.ft 353.00
m2 3797.00
2/AL Aluminium Casement with project S.ft 610.00
m2 6569.00
3/AL Aluminium Door frame only S.ft 143.00
m2 1544.00
4/AL Aluminium door fully glazed double hung S.ft 735.00
m2 7906.00
5/AL Al Double hung Door with panneled and S.ft 733.00
glazed m2 7885.00
6/AL Al single hung Door with fully glazed S.ft 702.00
m2 7550.00
7/AL Al Single hung Door with panneled and S.ft 700.00
glazed m2 7528.00
Page 39
Analysis 1st half - Mullaitivu
RATE ANALYSIS FIRST HALF OF 2004 IN DEMOLISHER.
No Qty Unit Code Description Unit Rate Rate Amount1/1 Brick work in cement, demolished
brick stacked and debris cleared.
Per cube
2 1/2 Days 257 labourer 325.00 812.50Allow for scaffolding 40.63 853.13Over heads 119.44Per cube 972.56Say Rs Per cube 973.00Per m3 343.82Say Per m3 344.00
2/1 Brick work in lime, demolished brick - do - - do -.
Per cube
2 Days 257 Labourer 325.00 650.00Allow for scaffolding 32.50 682.50Over heads 95.55Per cube 778.05Say Per cube 778.00Per m3 274.91Say Per m3 275.00
5/2 Ceiling,existing,removed materialsstacked and debris cleared.
Per Sqrs.
1 1/2 Hour 214 Carpenter 475.00 89.063 Hour 257 Labourer 325.00 121.88
Allow for scaffolding 6.09 217.03Over heads 30.38Per square 247.42Say per sqrs 247.00Per m2 26.59Say Per m2 26.60
6/2 Cement concrete demolished, and debris cleared away.
Per Sqrs (6" floor)
4 Day 257 Labourers 325.00 1,300.00 1/2 Day 257 Labourer for Transporting 325.00 162.50 1,462.50
Over heads 204.75Say per Sqrs/ 0.5 cube 1,667.25Say per sqrs Rs 1,667.00Per m2 179.44
Page 40
Analysis 1st half - Mullaitivu
Say per m2 179.00No Qty Unit Code Description Unit Rate Rate Amount7/2 Cement concrete,reinforced,demolished
in suspended floors,reinforcement removed and debris cleared.
Per Sqrs. (4" floor)
6 Day 257 Labourers 325.00 1,950.00 1/2 Day 257 Labourers for Transporting 325.00 162.50 2,112.50
Over heads 295.75 Per Sqrs/ per 1/3 cube 2,408.25Say per Sqrs/ per 1/3 cube 2,408.00Per m2 259.20Say per m2 259.00
8/2 Corrugated sheets, Iron, Asbestoes orAluminium Alloy, removed from roof orwalls and stacked. For single storey
Per Sqrs.
2 Hour 214 Blacksmith 475.00 118.753 Hour 257 Labourer 325.00 121.88
Allow for scaffolding 6.09 246.72Over heads 34.54Per square 281.26Say per Sqrs 281.00Per m2 30.25Say per m2 30.20
9/3 Corrugated sheets asbestos or aluminium alloy removed from roofs or walls of 2storeyed buildings
Per square
2 Hrs 214 Blacksmith 475.00 118.753 Hrs 257 Labourer 325.00 121.88
0.5 Hrs 257 Labourer (add for extra Height) 325.00 20.31Allow for scaffolding 6.09 267.03Overheads 37.38per square 304.42Say per square 304.00per m2 32.72Say per m2 33.00
11/3 Door or window,size up to 40 S.ft removedfrom existing walls and stacked per dooror window.Per No.
2 1/2Day 257 Labourers 325.00 325.00 325.00Over heads 45.50Per No 370.50Say Rs 371.00
Page 41
Analysis 1st half - Mullaitivu
No Qty Unit Code Description Unit Rate Rate Amount
12/3 Door window, size over 40 S.ft removed - do - - do -Per No.
3 1/2Day 257 Labourers 325.00 487.50 487.50Over heads 68.25Per No 555.75Say Rs 556.00
13/4 Door or window, sash only, upto 40 S.ft
removed from existing walls and stacked.
Per Sash.
1/2 Hour 214 Carpenter 475.00 29.69 1/2 Hour 257 Labourer 325.00 20.31 50.00
Over heads 7.00Per sash 57.00Say Rs 57.00
14/4 Door or window, sash only, over 40 S.ft - do - - do -Per Sash.
3/4 Hour 214 Carpenter 475.00 44.53 3/4 Hour 257 Labourer 325.00 30.47 75.00
Over heads 10.50Per sash 85.50Say Rs 86.00
15/4 Down pipes, 4" to 6" dia. G.I old or decayed, removed from existing buildingand stacked.
Per 12.0 L.ft.1 Hour 257 Labourer 325.00 40.63 40.63
Over heads 5.69Per L.ft 3.86Say per L.ft. 3.90Per L.m 12.79Say per L.m. 12.80
16/4 Drains demolished and debris cleared.Per 10.0 L.ft
0.13 Cube Brick in cement demolished (as in Item A.1 812.50 105.63 105.63less scaffolding)Over heads 14.79Per L.ft 12.04Say per L.ft. 12.00Per L.m 39.36Say per L.m. 39.40
No Qty Unit Code Description Unit Rate Rate Amount
Page 42
Analysis 1st half - Mullaitivu
18/5 Fence uprooted, Barbed wire rolled upand all materials stacked (length of fencing to measured).
Per 50 L.ft. (6 posts)
3 Hour 257 Labourers 325.00 121.882 Day 257 Labourers 325.00 650.00 771.88
Over heads 108.06Per L.ft 17.60Say per L.ft. 18.00Per L.m 59.04Say per L.m. 59.00
19/5 Floors brick paved, demolished and debris cleared away.
Per Sqrs 3" thick
1/4 Cube demolition as in item 2 (less scaffolding). 650.00 162.50Add 50% for extra difficulty. 81.25 243.75Overheads 34.13Per square 3" thick 277.88Say per Sqrs 278.00Per m2 29.92Say per m2 30.00
20/6 Gate sash removed and stacked after demolishing cement concrete blocksor removing posts and separating pintles (demolishing brick work wherenecessary paid for seperately).
2 1/2Days 257 Labourers 325.00 325.00 325.00Overheads 45.50Per No 370.50Say Rs 371.00
21/6 Glass panes in doors and windows and fanlight removed and stacked.
Per 6 S.ft.
1 1/2 Hour 214 Carpenter 475.00 89.06 89.06Over heads 12.47Per 6 S.ft 101.53Per S.ft 16.92Say per S.ft. 16.90Per m2 182.08Say per m2 182.00
Page 43
Analysis 1st half - Mullaitivu
No Qty Unit Code Description Unit Rate Rate Amount22/6 Gutter, eaves, removed and stacked-
from roof of single storeyed building
Per 40.0 L.ft.
2 1Hour 257 Labourers 325.00 81.25Allow for scaffolding 4.06 85.31Over heads 11.94Per 40 L.ft 97.26Per L.ft 2.43Say per L.ft. 2.40Per L.m 7.87Say per L.m. 7.90
23/6 Gutter, eaves, removed from roofs of 2storeyed building and stacked.Per 40.0 L.ft.
2 1Hour 257 Labourers 325.00 81.25Add 50% 40.63Allow for scaffolding 5% 6.09 127.97Over heads 17.92Per L.ft 3.65Say per L.ft. 3.60Per L.m 11.81Say per L.m. 11.80
25/7 Partitions removed and stacked at site,including making good to walls and floors.
Per 105.0 Sq.ft.
1 Day 214 Carpenter 475.00 475.002 Day 257 Labourers 325.00 650.00
1/4 Day 214 Mason 475.00 118.75Allow for cement, sand etc. 65.00 1,308.75Over heads 183.23Per S.ft 14.21Say per S.ft. 14.20Per m2 152.89Say per m2 153.00
26/7 Lime plastering chipped and debris cleared away.
Per Sqrs.
3 Hour 257 Labourer 325.00 121.88 121.88Overheads 17.06Per square 138.94Say per Sqrs 139.00Per m2 14.96Say per m2 15.00
Page 44
Analysis 1st half - Mullaitivu
No Qty Unit Code Description Unit Rate Rate Amount27/4 Rendering, cement, chipped and debris
cleared away from brick walls and floors.
Per Sqrs.
9 Hour 257 Labourer 325.00 365.63 365.63Over heads 51.19Per square 416.81Say per Sqrs 416.00Per m2 44.78Say per m2 45.00
28/8 Rendering, cement, shipped and debriscleared away from cement concrete floors and walls.
Per Sqrs.
9 Hour 257 Labourer 325.00 365.63Add 50% 182.81 548.44Over heads 76.78Per square 625.22Say per sqrs 625.00per m2 67.28Say per m2 67.00
29/8 Roof, removing tiles and timber, stackingserviceable material and cleaning debris in single storeyed building.
Per Sqrs.
1/4 Day 214 Carpenter 475.00 118.754 1/4Day 257 Labourers 325.00 325.00
Allow for scaffolding 16.25 460.00Over heads 64.40Per square 524.40Say per square 524.00Per m2 56.40Say per m2 56.00
30/8 Roof, removing tiles and timber - do - - do - in 2 storeyed buildings.
Per Sqrs.
1/4 Day 214 Carpenter 475.00 118.754 1/4Day 257 Labourer 325.00 325.002 1/4Day 257 Labourer 325.00 162.50
Allow for scaffolding 24.38 630.63Over heads 88.29Per square 718.91Say per square 719.00
Page 45
Analysis 1st half - Mullaitivu
Per m2 77.40Say per m2 77.00
No Qty Unit Code Description Unit Rate Rate Amount32/9 Rubble masonary in cement, demolished,
rubble stacked and debris cleared.
Per Cube.
2 1/2 Day 257 Labourer 325.00 812.50Add 25% 203.13Allow for scaffolding 50.78 1,066.41Over heads 149.30Per cube 1,215.70Say per cube 1,216.00Per m3 429.68Say per m3 430.00
33/9 Rubble masonry in lime demolished rubble stacked and debris cleared away
Per Cube
2 Day 257 Labourer 325.00 650.00Allow for scaffolding 32.50 682.50Overheads 95.55Per cube 778.05Say per Cube 778.00Per m3 274.91Say per m3 275.00
34/9 Tiles, glazed demolished and debriscleared.
Per Sqrs.
2 Day 257 Labourer 325.00 650.00 650.00Overheads 91.00Per Square 741.00Say per square 741.00Per m2 79.76Say per m2 80.00
35/10 Tiles calicut or half round, removed fromroof of single storeyed buildings andstacked at site.
Per Sqrs.
4 Hour 257 Labourer 325.00 162.50Allow for scaffolding 8.13 170.63Over heads 23.89Per square 194.51Say per square 195.00Per m2 20.99Say per m2 21.00
Page 46
Analysis 1st half - Mullaitivu
No Qty Unit Code Description Unit Rate Rate Amount36/10 Tiles calicut of half round removed from
roof of 2 storeyed buildings and stacked.
Per Sqrs.4 Hour 257 Labourer 325.00 162.502 Hour 257 Labourer 325.00 81.25
Allow for scaffolding 12.19 255.94Overheads 35.83Per square 291.77Say per square 292.00Per m2 31.43Say per m2 31.00
39/11 Ceiling Asbestoes, removing includingtimber frame work, stacking serviceablematerials storeyed building- (and debriscleared away in single).
Per Sqrs.1 Day 214 Carpenter 475.00 475.001 Day 257 Labourer 325.00 325.00
Allow for scaffolding 16.25 816.25Over heads 114.28Per square 930.53Say Rs 931.00Per m2 100.22Say per m2 100.00
40/11 Ceiling Asbestoes removing includingtimber frame work - do - - do -in 2 storeyed building.Per Sqrs.
1 Day 214 Carpenter 475.00 475.001 Day 257 Labourer 325.00 325.00
1/4 Day 257 Labourer (02) 325.00 162.50Allow for scaffolding 24.38 986.88Over heads 138.16Per square 1,125.04Say per square 1,125.00Per m2 121.10Say per m2 121.00
41/11 Valance/Barge boarding removed, materials stacked and debris clearedaway in single storeyed building.Per 40.0 L.ft
2 1Hour 257 Labourer 325.00 81.25Allow for scaffolding 4.06 85.31Over Heads 11.94Per L.ft 2.43Say per L.ft. 2.40
Page 47
Analysis 1st half - Mullaitivu
Per L.m 7.87Say per L.m. 7.90
No Qty Unit Code Description Unit Rate Rate Amount42/11 Valance/Barge boarding removed - do -
- do - in 2 storeyed building.
Per 40.0 L.ft.
2 11/2hr 257 Labourer 325.00 121.88Scaffolding 6.09 127.97Over Heads 17.92Per L.ft 3.65Say per L.ft. 3.60Per L.m. 11.81Say per L.m. 11.80
43/12 Cement plastering, soffit chipped, anddebris cleared away.
Per Sqrs.
1 1/8 Day 257 Labourer 325.00 365.63Add 25% for extra difficulty 91.41Allow for scaffolding 5% 18.28 475.31Over Heads 66.54Per square 541.86Say per square 542.00Per m2 58.34Say per m2 58.00
Page 48
Analysis 1st half - Mullaitivu
RATE ANALYSIS FIRST HALF OF 2004 IN EXCAVATOR
No Qty Unit Code Description Unit Rate Rate Amount1 Drains, earth, in any soil except rock
requiring blasting cut to gradient andshaped as directed soil depositedwithin site.
Per Cube.1 3/8 day 257 Labourer 325 446.88 1/3 no 24 Basket 52.5 17.50 464.38
Overheads 65.01Per Cube 529.39Say per cube 529.00Per m3 186.93Say per m3 187.00
2/13 Excavation in any soil except rock requiringblasting part returnfill in and ram, and surplus disposed of within site as directed.Per Cube.
1 5/8 day 257 Labourer 325 528.13 1/3 no 24 Basket 52.5 17.50 545.63
Overheads 76.39Per Cube 622.01Say per cube 622.00Per m3 219.79Say per m3 220.00
4/14 Filling under floor with gravel or otherapproved quality of filling, spread,watered and well rammed in 3" layerswith available earth.Per Cube.
1 3/4 day 257 Labourer 325 568.75413 Allow for water 50 50.00
1/3 24 Basket 52.5 17.50 636.25Overheads 89.08Per Cube 725.33Say per cube 725.00Per m3 256.18Say per m3 256.00
6/14 Filling under floor with gravel or otherapproved quality of filling spread waterand rammed in 3" layers (material notavailable at site).Per Cube.
1 Cube 61 Earth 1850 1,850.002 day 257 Labourer 325 650.00
Allow for compactive 10% 65 65.00413 Allow for water 50 50.00
1/3 24 Basket 52.5 17.50 2,632.50Overheads 368.55Per Cube 3,001.05
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Analysis 1st half - Mullaitivu
Say per cube 3,001.00Per m3 1,060.42Say per m3 1,060.00
No Qty Unit Code Description Unit Rate Rate Amount7/15 External Filling.(Material not available at site)
Per Cube.1 Cube 61 Earth 1850 1,850.00
1/2 day 257 Labourer 325 162.50 1/3 no 24 Basket 52.5 17.50 2,030.00
Overheads 284.20Per Cube 2,314.20Say per cube 2,314.00Per m3 817.67Say per m3 818.00
8/15 External Filling.(Material available at site)
Per Cube. 1/2 day 257 Labourer 325 162.50 1/3 no 24 Basket 52.5 17.50 180.00
Overheads 25.20Per Cube 205.20Say per Cube 205.00Per m3 72.51Say per m3 73.00
Page 50
Analysis 1st half - Mullaitivu
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU CONCRETOR.
No Qty Unit Description Unit Rate Rate Amount
1/15 Cement concrete 1:3:6 with 2" metal, above one cube. (Shuttering paid forseperately).
Per Cube.
11.25 Cwts 46 Cement 520.00 5,850.000.56 Cube 197 Sand 2100.00 1,176.00
1 Cube 137 2" Metal 7850.00 7,850.001 Day 214 Mason 475.00 475.008 Day 257 Labourer 325.00 2,600.00
2/3 24 Basket 52.50 35.00410 Allow for water 125.00 125.00 18,111.00
Over heads 2,535.54Per cube 20,646.54Say per cube 20,647.00Per m3 7,295.76Say per m3 7,296.00
2/15 Cement concrete 1:3:6 (2") upto 1 cube.(Shuttering paid for seperately).
Per Cube.
As in Item 1 18,111.00Add 25% of Cost of labourer 650.00 18,761.00Over heads 2,626.54Per cube 21,387.54Say per cube 21,388.00Per m3 7,557.60Say per m3 7,558.00
Cement concrete 1:2 1/2:5 (1") above 13/15 cube (Shuttering paid for seperately).
Per Cube.
13.6 Cwts 46 Cement 520.00 7,072.000.6 Cube 197 Sand 2100.00 1,260.001 Cube 136 1" metal 8470.00 8,470.001 Day 214 Mason 475.00 475.008 Day 257 Labourer 325.00 2,600.00
2/3 24 Baskets 52.50 35.00410 Allow for water 125.00 125.00 20,037.00
Over heads 2,805.18Per cube 22,842.18Say per cube 22,842.00Per m3 8,071.38
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Analysis 1st half - Mullaitivu
Say per m3 8,071.00
No Qty Unit Description Unit Rate Rate Amount2a/16 Cement concrete 1:3:6 (1 1/2") above 1
cube (shuttering paid for seperately).
Per Cube.
11.25 Cwt 46 Cement 520.00 5,850.001 cube 135 Metal (1 1/2") 8020.00 8,020.00
0.56 cube 197 Sand 2100.00 1,176.00 2/3 No 24 Basket 52.50 35.00
410 Allow for water 125.00 125.001 day 214 Mason 475.00 475.008 day 257 Labourer 325.00 2,600.00 18,281.00
Over heads 2,559.34Per cube 20,840.34Say per cube 20,840.00per m3 7,363.96Say per m3 7,364.00
2c/16 Cement concrete 1:3:6 (1") above 1cube (shuttering paid for seperately).
Per Cube.
11.25 Cwt 46 Cement 520.00 5,850.001 cube 136 1" Metal 8470.00 8,470.00
0.56 cube 197 Sand 2100.00 1,176.00 2/3 24 Basket 52.50 35.00
410 Allow for water 125.00 125.001 day 214 Mason 475.00 475.008 day 257 Labourer 325.00 2,600.00 18,731.00
Over heads 2,622.34Per cube 21,353.34Say per cube 21,353.00per m3 7,545.23Say per m3 7,545.00
4/16 Cement concrete 1:2 1/2:5 (1") upto onecube (Shuttering paid for seperately).
Per Cube.
As in Item 3 20,037.00Add 25% of Cost of labourer 650.00 20,687.00Over heads 2,896.18Per cube 23,583.18Say per cube 23,583.00Per m3 8,333.22Say per m3 8,333.00
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Analysis 1st half - Mullaitivu
No Qty Unit Code Description Unit Rate Rate Amount5/16 Cement concrete 1:2:4 (3/4") above 1 cube
(Shuttering paid for seperately).
Per Cube.
16 Cwts 46 Cement 520.00 8,320.000.6 Cube 197 Sand 2100.00 1,260.001 Cube 138 3/4" metal 8830.00 8,830.001 Day 214 Mason 475.00 475.008 Day 257 Labourer 325.00 2,600.00
2/3 24 Basket 52.50 35.00410 Allow for water 125.00 125.00 21,645.00
Over heads 3,030.30Per cube 24,675.30Say per cube 24,675.00Per m3 8,719.08Say per m3 8,719.00
6/16 Cement concrete 1:2:4 (3/4") upto 1 cube(Shuttering paid for seperately).
Per Cube.
As in Item 5 21,645.00Add 25% of Cost of Labourer 650.00 22,295.00Over heads 3,121.30Per cube 25,416.30Say per cube 25,416.00Per m3 8,980.92Say per m3 8,981.00
11/18 Drains, semi circular, in cement concrete1:3:6 (1") 9" wide and 9" average depth,with 3" thick sides and base, inclusiveof 1/2" cement rendering 1:3 and expansion joints as necessary, includingnecessary excavation (without ramp).
Per 10.0 L.ft.
1.25 Cwts 46 Cement 520.00 650.000.06 Cube 197 Sand 2100.00 126.000.08 Cube 136 1" metal 8470.00 677.60 1/2 Day 214 Mason 475.00 237.50
1 Day 257 Labourer 325.00 325.00 1/2 Day 214 Mason (Rendering) 475.00 237.50 1/2 Day 257 Labourer (Rendering) 325.00 162.50
Allow for shuttering, baskets etc.10% 96.25 2,512.35
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Analysis 1st half - Mullaitivu
Over heads 351.73Per 10 L.ft 2,864.08Per L.ft 286.41Say per L.ft. 286.00Per L.m. 938.08Say per L.m. 938.00
No Qty Unit Code Description Unit Rate Rate Amount12/19 Lintol cement concrete 1:2:4 (3/4")
4 1/2"x6" (Reinforcement paid for seperately) with form work Per 10.0 L.ft.
0.3 Cwts 46 Cement 520.00 156.000.01 Cube 197 Sand 2100.00 21.000.02 Cube 138 3/4" metal 8830.00 176.6014 S.ft 182 Planks (1/4 new cost) 50.00 175.00
Allow for use of timber props and nails 40.63 40.632 Hour 214 Carpenter 475.00 118.752 Hour 257 Labourer 325.00 81.252 Hour 214 Mason 475.00 118.752 Hour 257 2 Labourers 325.00 162.50 1,050.48
Over heads 147.07Per 10 L.ft 1,197.54Per L.ft 119.75Say per L.ft 120.00Per L.m. 393.60Say per L.m. 394.00
13/19 Lintol, cement concrete 1:2:4 (3/4") 9"x6"(Reinforcement paid for seperately).with form work Per 10.0 L.ft.
0.6 Cwts 46 Cement 520.00 312.000.02 Cube 197 Sand 2100.00 42.00
0.035 Cube 138 3/4" metal 8830.00 309.0517 S.ft 182 Planks (1/4 new cost) 50.00 212.50
Allow for use of timber props & nails water etc 65.63 65.632 Hour 214 Carpenter 475.00 118.752 Hour 257 Labourer 325.00 81.252 Hour 214 Mason 475.00 118.752 Hour 257 2 Labourers 325.00 162.50 1,422.43
Over heads 199.14Per 10 L.ft 1,621.56Per L.ft 162.16Say per L.ft. 162.00Say per L.m. 531.00
14/20 Lintol, cement, concrete, 1:2:4 (3/4"), 9"x9" (Reinforcement paid for seperately).with form work Per 15.0 L.ft.
1.35 Cwts 46 Cement 520.00 702.000.04 Cube 197 Sand 2100.00 84.000.08 Cube 138 3/4" Metal 8830.00 706.4034 S.ft 182 Planks (1/4 new cost) 50.00 425.00
Allow for nails & props & water. 90.63 90.633 Hour 214 Carpenter 475.00 178.13
Page 54
Analysis 1st half - Mullaitivu
3 Hour 257 Labourer 325.00 121.88 1/2 Day 257 Labourer (02) 325.00 325.00 1/2 Day 214 Mason 475.00 237.50 2,870.53
Over heads 401.87Per 15 L.ft 3,272.40Per L.ft 218.16Say per L.ft 218.00Say per L.m 715.00
No Qty Unit Code Description Unit Rate Rate Amount19/22 Padstones, cement, concrete 1:2:4 (3/4"
metal) precast or in situ.Per 4 Nos. = Size 1-6x1-1 1/2x0-6
0.58 Cwts 46 Cement 520.00 301.600.02 Cube 197 Sand 2100.00 42.00
0.035 Cube 138 3/4" Metal 8830.00 309.0512 S.ft 182 Planks (1/4 new cost) 50.00 150.002 Hour 214 Mason 475.00 118.752 Hour 257 Labourer (02) 325.00 162.50
allow for water 20.31 20.31 1,104.21Over heads 154.59Per 4 Nos. 1,258.80Per No. 314.70Say per No. 315.00
19a/22 Padstones, cement, concrete 1:2:4 (3/4"metal) precast or in situ.Per 4 Nos. - Size - 1-0x0-6x0-6
.17 Cwts 46 Cement 520.00 88.400.01 Cube 197 Sand 2100.00 21.00.01 Cube 138 3/4" Metal 8830.00 88.306 S.ft 182 Planks (1/4 new cost) 50.00 75.002 hour Labour 325.00 81.251 hour mason 475.00 59.38
413.33Overheads 57.87Per 4 Nos 471.19Per no 117.80Say per No 118.00
21/23 Slabs over drain, cement concrete 3"thick, 1:2:4 (3/4" metal) reinforced withexpended metal and 1/2" cement rendered 1:2 (R/F paid for seperately).
Per 15.0 S.ft.
0.6 Cwts 46 Cement( For slab) 520.00 312.000.02 Cube 197 Sand 2100.00 42.000.04 Cube 138 3/4" Metal 8830.00 353.2016 S.ft 182 Shuttering planks (1/4 new cost) 50.00 200.002 Hour 214 Mason 475.00 118.752 Hour 257 Labourer (02) 325.00 162.50
1,188.450.23 Cwts 46 Cement(For rendering) 520.00 119.60
Page 55
Analysis 1st half - Mullaitivu
0.01 Cube 200 Sand 2100.00 21.001 Hour 214 Mason 475.00 59.381 Hour 257 Labourer 325.00 40.63
414 Allow for water 25.00 25.00 1,454.05Over heads 203.57Per 15 S.ft 1,657.62Per S.ft 110.51Say per S.ft. 111.00Per M2 1,194.83Say Per M2 1,195.00
No Qty Unit Code Description Unit Rate Rate Amount21a/23 Slabs over drain, cement concrete 2"
thick, 1:2:4 (3/4" metal) reinforced withexpended metal and 1/2" cement rendered 1:2 (R/F paid for seperately).Per 15 L.ftAs in item 21 ('2" concrete for slab x 2/3) 792.30
0.23 Cwts 46 Cement(For rendering) 520.00 119.600.01 Cube 200 Sand 2100.00 21.00
1 Hour 214 Mason 475.00 59.381 Hour 257 Labourer 325.00 40.63
Allow for water 5.08 5.08 1,037.98Over heads 145.32Per 15 S.ft 1,183.30Per S.ft 78.89Say per S.ft. 79.00Per M2 850.38Say Per M2 850.00
25a/25 Cement concrete 1:1 1/2:3 (3/4").
Per Cube.23 Cwt 46 Cement 520.00 11,960.00
0.82 cube 138 3/4" Metal 8830.00 7,240.600.42 cube 197 Sand 2100.00 882.00
1 day 214 Mason 475.00 475.006 day 257 Labourer 325.00 1,950.00
1/3 day 97 Hire of mixure, vibrator etc. 4500.00 1,500.00410 Allow for water 125.00 125.00
2/3 24 Basket 52.50 35.00 24,167.60Over heads 3,383.46Per cube 27,551.06Say per cube 27,551.00Per m3 9,735.34Say per m3 9,735.00
23/24 Spur Stones, cement concrete 1:2:4 (3/4")for door posts supplied and fixed.
Per 10.0 Stone.0.15 Cu.ft 138 3/4" Metal 88.30 13.250.07 Cu.ft 197 Sand 21.00 1.47
Allow for moulds 32.50 32.500.03 Cwt 46 Cement 520.00 15.60
2 Hour 214 Mason 475.00 118.752 Hour 257 Labourer 325.00 81.25 262.82
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Analysis 1st half - Mullaitivu
Over heads 36.79Per 10 Stones 299.61Per Stone 29.96Say per stone 29.00
No Qty Unit Code Description Unit Rate Rate Amount25/25 Cement concrete 1:2 1/2:5 (1") using
concrete mixer and vibrator(Shuttering paid for seperately).
Per cube.
14 Cwts 46 Cement 520.00 7,280.000.6 Cube 197 Sand 2100.00 1,260.001 Cube 136 1" Metal 8470.00 8,470.001 Day 214 Mason 475.00 475.006 Day 257 Labourer 325.00 1,950.00
2/3 24 Basket 52.50 35.00410 Allow for water and curing 125.00 125.00
1/3 Day 97 Hire of mixer, vibrator,wages of operator fuel 4500.00 1,500.00 21,095.00Over heads 2,953.30Per cube 24,048.30Say per cube 24,048.00Per m3 8,497.53Say per m3 8,498.00
26/25 Cement concrete 1:2:4 (3/4") in Columnshafts (Reinforcements shuttering and finishes paid for seperately) in ground floor using mixer and vibrator.
Per Cube.18 Cwts 46 Cement 520.00 9,360.000.6 Cube 197 Sand 2100.00 1,260.001 Cube 138 3/4" Metal 8830.00 8,830.001 Day 214 Mason 475.00 475.006 Day 257 Labourer 325.00 1,950.00
2/3 24 Basket 52.50 35.00Allow for water and curing 125.00 125.00
1/3 Day 97 Hire ofmixer,vibrator,wagesof operator and fuel 4500.00 1,500.00 23,535.00Over heads 3,294.90Per cube 26,829.90Say per cube 26,830.00Per m3 9,480.57Say per m3 9,481.00
27/25 Cement concrete as per Item 26 in 1st floor.
As per Item 26 23535.00 23,535.00
Page 57
Analysis 1st half - Mullaitivu
2 Day 257 Labourer 325.00 650.00 24,185.00Over heads 3,385.90Per cube 27,570.90Say per cube 27,571.00Per m3 9,742.40Say per m3 9,742.00
No Qty Unit Code Description Unit Rate Rate Amount28/25 Cement concrete as per Item 26 in 2nd
floor.As per Item 26 23535.00 23,535.00
5 Day 257 Labourer 325.00 1,625.00 25,160.00Over heads 3,522.40Per cube 28,682.40Say per cube 28,682.00Per m3 10,134.98Say per m3 10,135.00
29/26 Cement concrete 1:2:4 (3/4") in beams inground floor (reinforcements shutteringand finishes paid for seperately) usingmixer and vibrator.
Per 2 Cube.36 Cwts 46 Cement 520.00 18,720.001.2 Cube 197 Sand 2100.00 2,520.001.8 Cube 138 3/4" Metal 8830.00 15,894.00
2 1/2 Day 214 Mason 475.00 1,187.5016 Day 257 Labourer 325.00 5,200.00
1 1/3 24 Basket 52.50 70.00411 Allow for water and curing 250.00 250.00
2/3 Day 97 Hire of concrete mixer vibrators, OperatorsSalary, fuel 4500.00 3,000.00
46,841.50Over heads 6,557.81Per 2 cube 53,399.31Per cube 26,699.66Say per cube 26,700.00Per m3 9,434.63Say per m3 9,435.00
30/26 Cement concrete as per Item 29 in 1stfloor.Per Cube.
As per Item (29) per cube 23420.75 23,420.752 Day 257 Labourer 325.00 650.00 24,070.75
Over heads 3,369.91Per cube 27,440.66Say per cube 27,441.00Per m3 9,696.47Say per m3 9,696.00
Page 58
Analysis 1st half - Mullaitivu
31/26 Cement concrete as per Item 29 in 2 ndfloor.Per 1Cube.As per Item 29 per cube 23420.75 23,420.75
5 Day 257 Labourer 325.00 1,625.00 25,045.75Over heads 3,506.41Per cube 28,552.16Per Cube 28,552.16Say per cube 28,552.00Per m3 10,089.05Say per m3 10,089.00
No Qty Unit Code Description Unit Rate Rate Amount32/26 Shuttering for floor slab concrete and
dismantling.
Per Sqrs.
115 S.ft 57 Planks Rubber(1/2new cost) 20.00 1,150.0050 L.ft 123 4"x2" Class II joists (1/10 cost) 40.00 200.0030 props 19 30 props (10-12) feet 4"x2" coconut (1/15cost) 300.00 600.002 Ibs 267a Wire nails 2" 36.50 73.00
1/4 Gallon 147 Mould oil 100.00 25.001 Day 214 Carpenter 475.00 475.003 Day 257 Labourer 325.00 975.00 3,498.00
Over heads 489.72Per square 3,987.72Say per sqrs 3,988.00Per m2 429.28Say per m2 429.00
33/27 Shuttering for column shaft and dismantling (for column 9"x9"x4 ft. heighI.e 4 1/2 ft. box).
Per 12.0 Sq.ft.16 1/2 S.ft 182 1"planks/15mm plywood/Ginisappu 1/4 cost 50.00 206.25
15 L.ft 300 2"x2" Class II battens (1/6 cost) 13.00 32.500.03 gal 147 Mould oil 100.00 3.006 Nos 301 3/8" dia 18" bolts, nuts and washers(1/15 cost) 13.00 5.20
Allow for screws and nails 32.50 32.505 Props 19 Coconut rafters (1/30 cost) 300.00 50.00
3/8 Day 214 Carpenter 475.00 178.13 3/8 Day 257 Labourer 325.00 121.88 629.45
Over heads 88.12Per 12 S.ft 717.57Per S.ft 59.80Say per S.ft. 60.00Per m2 645.86Say per m2:- 646.00
33a/27 Shuttering for footing and walls etc.
Per 80 S.ft86 S.ft 57 Rubber planks ( 1/2 new cost) 20.00 860.002 Lbs 267a 2" Nails 36.50 73.00
Page 59
Analysis 1st half - Mullaitivu
1/8 Gal 147 Mould Oil 100.00 12.50 1/4 Day 214 Carpenter 475.00 118.75 1/4 Day 257 Labourer 325.00 81.25 1,145.50
overheads 160.37Per 80 S.ft 1,305.87per S,ft 16.32Say per Sft 16.00Say per m2 172.16
No Qty Unit Code Description Unit Rate Rate Amount34/27 Shuttering for beam including dismantling
(12"x18" beam 20 ft. long).
Per 80.0 Sq.ft.86 S.ft 182 Ginisapu planks / Plywood 15mm thick 1/4 cost 50.00 1,075.00
200 L.ft 300 2"x2" Class II timber 1/4cost 13.00 650.0014 No 19 Coconut rafters(each 10' ) (1/20 cost) 300.00 210.007 Ibs 267a 2" to 3" wire nails 36.50 255.50
1/8 Glns 147 Mould oil 100.00 12.501 day 257 Labourer 325.00 325.001 Day 214 Carpenter 475.00 475.00 3,003.00
Over heads 420.42Per 80 S.ft of beam surface ( 3 sides) 3,423.42There 1 S.ft of beam surface (3 sides) 42.79Say per S.ft. 43.00Say per m2 463.00
35/28 Cement concrete 1:2:4(3/4") lintol in ground floor (reinforcement and shuttering paid for seperately) usingmixer and vibrator.
Per Cube.18 Cwt 46 Cement 520.00 9,360.000.6 Cube 197 Sand 2100.00 1,260.000.9 Cube 138 Metal 8830.00 7,947.001 Day 214 Mason 475.00 475.006 Day 257 Labourer 325.00 1,950.00
410 Allow for water and curing 125.00 125.00 2/3 No 24 Basket 52.50 35.00 1/2 Day 97 Hire of mixer, vibrator, wages of operators & fue 4500.00 2,250.00 23,402.00
Over heads 3,276.28Per cube 26,678.28Say per cube 26,678.00Per m3 9,426.86Say per m3 9,427.00
36/28 Cement concrete lontols as per Item (35)in 1st floor.
Per Cube.35As per Item 35 in groung floor 23402.00 23,402.00
Page 60
Analysis 1st half - Mullaitivu
2 Day 257 Labourer 325.00 650.00 24,052.00Over heads 3,367.28Per cube 27,419.28Say per cube 27,419.00Per m3 9,688.69Say per m3 9,689.00
No Qty Unit Code Description Unit Rate Rate Amount37/28 4" thick R.C.C 1:2:4 (3/4") in first floor slab
(reinforcement and shuttering paid forseperately) using mixer and bibrator.
Per 8.0 Sqrs. 45 1/3 Cwts 46 Cement 520.00 23,573.33
2.4 Cube 138 Metal 3/4" 8830.00 21,192.001.6 Cube 197 Sand 2100.00 3,360.001 Day 97 Hire of mixer, vibrator with operator and fuel 4500.00 4,500.004 Day 214 Mason 475.00 1,900.00
22 Day 257 Labourer 325.00 7,150.00411 Allow for water curing 250.00 250.00
1 4/5 No 24 Basket 52.50 94.50 62,019.83Over heads 8,682.78Per 8 Sqrs 70,702.61Per Sqrs 8,837.83Say per Sqrs 8,838.00Per m2 951.35Say per m2 951.00
38/29 5" thick R.C.C in 1st floor - do - - do - - do - - do - - do -
8.0 Sqrs. 56 2/3 Cwt 46 Cement 520.00 29,466.67
3 Cube 138 Metal 3/4" 8830.00 26,490.002 Cube 197 Sand 2100.00 4,200.004 Day 214 Mason 475.00 1,900.00
25 Day 257 Labourer 325.00 8,125.00411 Allow for water curing 375.00 375.00
1 Day 97 Hire of mixer vibrator operators wages and 4500.00 4,500.00fuel
2 1/5 No 24 Basket 52.50 115.50 75,172.17Over heads 10,524.10Per 8 Sqrs 85,696.27Per Sqrs 10,712.03Say per Sqrs 10,712.00Say Per m2 1,153.00per cube 25,708.80Say per cube 25,708.00
Page 61
Analysis 1st half - Mullaitivu
No Qty Unit Code Description Unit Rate Rate Amount
40/29 Drains in cement concrete 1:3:6(1") as above But with ramp 2' 6" wide
Per 10 L.ft
Drains as per Item 39 2,864.086.25 C.ft 1:3:6 (1") Concrete 213.53 1,334.56
25 S.ft 1:3 Rendering 17.16 429.00Per 10 L,ft 4,627.64Say per L.ft 463.00Say per L.m 1,518.00
Page 62
Analysis 1st half - Mullaitivu
BLOCK MASONRY1 Cement sand block in 1:6 mix in cement
sand 1:5 mix
Per Cube
Casting of blocks12 Cwt 46 Cement 520.00 6,240.001 Cube 197 Sand fine 2100.00 2,100.003 Day 214 Mason 475.00 1,425.006 Day 257 Labourer 325.00 1,950.00
411 Allow for water for curing & mould 250.00 250.00
1.5 Cwt 46 Cement 520.00 780.000.10 Cube 197 Sand 2100.00 210.00
2 Day 214 Mason 475.00 950.002 Day 257 Labourer 325.00 650.00
Allow for scaffolding 32.50 14,587.50Overheads 2,042.25Per cube 16,629.75Say per Cube 16,630.00Per m3 5,876.33Say per m3 5,876.00
2 4" thick cement sand block 1:6 mix masonryin cement sand 1:5 mix
Per SqrCasting of blocks
3 Cwt 46 Cement 520.00 1,560.000.333 Cube 197 Sand 2100.00 699.30
1 Day 214 Mason 475.00 475.002 Day 257 Labourer 325.00 650.00
410 Allow for water for curing & mould 125.00 125.00Masonry
1 Cwt 46 Cement 520.00 520.000.07 Cube 197 Sand 2100.00 147.00
1 Day 214 Mason 475.00 475.002 Day 257 Labourer 325.00 650.00
Page 63
Analysis 1st half - Mullaitivu
Allow for scaffolding 32.50 5,333.80Overheads 746.73Per sqr 6,080.53Say per sqr 6,081.00Per m2 654.52Say per m2 655.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU BRICKLAYER
No Qty Unit Description Unit Rate Rate Amount2/30 Brick work in cement Mortar (1:5) above
1 cube (up to 1st floor level).
Per Cube.
1450 No 41 Bricks 5.70 8,265.00Add 10% wastage 826.50
23 Cu.ft 197 Sand 2100.00 483.003.7 Cwts 46 Cement 520.00 1,924.00
410 Allow for water 125.00 125.003 Day 214 Mason 475.00 1,425.005 Day 257 Labourer 325.00 1,625.00
Allow for scaffolding 5% of Labour 81.25 14,754.75Over heads 2,065.67per cube 16,820.42Say per cube 16,820.00Per m3 5,943.46Say per m3 5,943.00
3/30 Brick work in cement mortar (1:5) up to 1 cube (up to 1st floor level).
Per Cube.
As in Item 2 14,754.75 14,754.75 3/4 Day 214 Mason 475.00 356.25
1 1/4 Day 257 Labourer 325.00 406.25 15,517.25Over heads 2,172.42Per cube 17,689.67Say per cube 17,690.00Per m3 6,250.88Say per m3 6,251.00
4/31 Brick work in cement mortar 1:5 in piers
Page 64
Analysis 1st half - Mullaitivu
(in ground floor).
Per Cube.As in Item 2 14,754.75 14,754.75
1 1/2 Day 214 Mason 475.00 712.502 1/2 Day 257 Labourer 325.00 812.50 16,279.75
Over heads 2,279.17Per cube 18,558.92Say per Cube 18,559.00Per m3 6,557.95Say per m3 6,558.00
No Qty Unit Description Unit Rate Rate Amount6/31 Brick work 4 1/2" thick in cement mortar
1:5 above 1 Square
Per Sqrs.
550 No 41 Bricks 5.70 3,135.00Add 10% wastage 313.50
9 C.ft 197 Sand 2100.00 189.001.3 Cwt 46 Cement 520.00 676.00
412 Allow for water 75.00 75.001 1/2 Day 214 Mason 475.00 712.50
2 Day 257 Labourer 325.00 650.00Allow for scaffolding 32.50 32.50 5,783.50Over heads 809.69Per square 6,593.19Say per sqrs 6,593.00Per m2 709.69Say per m2 710.00
7/32 Brick work 4 1/2" thick in cement 1:5 upto 1 square.
Per Sqrs.
As in Item 6 5,783.50 5,783.50 3/8 Day 214 Mason 475.00 178.13 1/2 Day 257 Labourer 325.00 162.50 6,124.13
Over heads 857.38Per square 6,981.50Say per Sqrs 6,982.00Per m2 751.56Say per m2 752.00
12/33 Extra over Item 2 for brickwork from 1st floor level up 2nd floor.Per Cube.
Page 65
Analysis 1st half - Mullaitivu
1 1/2 Day 257 Labourer 325.00 487.50Add for scaffolding 24.38 24.38 511.88Over heads 71.66Per cube 583.54
Say per cube 584.00Per m3 206.36Say per m3 206.00
14/34 Extra over Items 6-8 for brickwork from1st floor level to 2nd floor.Per Sqrs.
1/2 Day 257 Labourer 325.00 162.50Add for scaffolding 8.13 8.13 170.63Over heads 23.89Per square 194.51Say per Sqrs 195.00Per m2 20.99ay per m2 21.00
No Qty Unit Code Description Unit Rate Rate Amount19/35 Coping, brick in cement 1:5, weathered
and threated on 4 1/2" walls, cement rendered 1/2", 1:3 complete.
Per 100.0 L.ft.400 No 41 Bricks 5.70 2,280.000.23 Cube 200 Sand 2100.00 483.005.1 Cwts 46 Cement 520.00 2,652.006 Day 214 Mason 475.00 2,850.006 Day 257 Labourer 325.00 1,950.00
412 Allow for water 75.00 75.00 10,290.00Over heads 1,440.60Per 100 L.ft 11,730.60Per L.ft 117.31Say per L.ft. 117.00Per L.m. 383.76Say per L.m 384.00
20/35 Coping, brick in cement 1:5, weatheredthreated, on 9" walls and 1/2" cementrendered 1:3 complete.
Per 10.0 L.ft.67 No 41 Bricks 5.70 381.903.3 Cu.ft 200 Sand 2100.00 69.30
0.72 Cwts 46 Cement 520.00 374.40 3/4 Day 214 Mason 475.00 356.25
Allow for water 12.19 3/4 Day 257 Labourer 325.00 243.75 1,437.79
Over heads 201.29Per 10 L.ft 1,639.08Per L.ft 163.91Say per L.ft. 164.00Per L.m. 537.92
Page 66
Analysis 1st half - Mullaitivu
Say per L.m. 538.00
24/37 Door or Window inserted in existing wallsincluding making, opening and makinggood to floor and walls (Lintol or Arch,and door or window paid seperately).
Per No. 1/2 Day 257 2 Labourer 325.00 325.00190 No 41 Bricks 5.70 1,083.00
3 C.ft 200 Sand 2100.00 63.000.52 Cwts 46 Cement 520.00 270.40
1 Day 214 Mason 475.00 475.001 Day 257 Labourer 325.00 325.00
0.75 Cwts 46 Cement( for rendering) 520.00 390.005 Cu.ft 200 Sand 2100.00 105.00
1/2 Day 214 Mason 475.00 237.50allow for water 16.25
1 Day 257 Labourer 325.00 325.00 3,615.15Over heads 506.12Per No 4,121.27Say per No 4,121.00
No Qty Unit Code Description Unit Rate Rate Amount25/37 Drains, brick incement 1:5,9" average
depth 12" wide, and cement rendered1/2" thick 1:2 complete with expansionjoints as necessary excavation (apronpaid for seperately).
Per 10.0 L.ft. 1/4 Day 257 Labourer (for excavation) 325.00 81.25200 No 41 Bricks ( for building drain) 5.70 1,140.00
1 Cwt 46 Cement 520.00 520.006 Cu.ft 200 Sand 2100.00 126.00
1 1/4 Day 214 Mason 475.00 593.75Allow for water 5% of labour 20.31
1 1/4 Day 257 Labourer 325.00 406.25 2,887.56Over heads 404.26Per 10 L.ft 3,291.82Per L.ft 329.18Say per L.ft. 329.00Per L.m 1,079.12Say per L.m 1,079.00
26/38 Drains, brick in cement 1:5 6"-9" averagedepth and 9" wide, cement rendered 1/2"1:2 complete with expansion (apron paidfor seperately).
Per 10.0 L.ft. 1/4 Day 257 Labourer(for excavation) 325.00 81.25100 Nos 41 Bricks(For Building drain) 5.70 570.00
4 Cu.ft 200 Sand 2100.00 84.000.68 Cwts 46 Cement 520.00 353.60
1 Day 214 Mason 475.00 475.00414 Allow for water 16.25
Page 67
Analysis 1st half - Mullaitivu
1 Day 257 Labourer 325.00 325.00 1,905.10Over heads 266.71Per 10 L.ft 2,171.81Per L.ft 217.18Say per L.ft. 217.00Per L.m. 711.76Say per L.m. 712.00
No Qty Unit Code Description Unit Rate Rate Amount28/38 Steps, 12" wide and 6" to 9" high
masonary or brick work in cement mortar1:3 rendered 1/2" cement 1:2 with foundation 6" below ground.
Per 10.0 L.ft.
120 No 41 Bricks 5.70 684.000.6 Cwt 46 Cement 520.00 312.004 Cu.ft 200 Sand 2100.00 84.00
1/2 Day 214 Mason 475.00 237.50Allow for water 5% of labour 8.13
1/2 Day 257 Labourer 325.00 162.50 1,488.13Over heads 208.34Per 10 L.ft 1,696.46Per L.ft 169.65Say per L.ft 170.00Per L.m. 557.60Say per L.m. 558.00
30/39 Brick work in cement sand 1:8 infoundation and up to D.P.C.
Per Cube.1450 No 41 Bricks 5.70 8,265.00
Add 10% for breakage 826.502 1/3 Cwt 46 Cement 520.00 1,213.330.375 Cube 197 Sand 2100.00 787.50
3 Day 214 Mason 475.00 1,425.004 Day 257 Labourer 325.00 1,300.00
410 Allow for water 125.00 125.00 13,942.33Over heads 1,951.93
Page 68
Analysis 1st half - Mullaitivu
Per cube 15,894.26Say per cube 15,894.00Per m3 5,616.25Say per m3 5,616.00
31/40 Brick work in cement sand 1:8 in superstructure in ground floor.
Per Cube.1450 No 41 Bricks 5.70 8,265.00
Add 10% for breakage 826.502 1/3 Cwt 46 Cement 520.00 1,213.33 3/8 Cube 197 Sand 2100.00 787.50
3 Day 214 Mason 475.00 1,425.005 Day 257 Labourer 325.00 1,625.00
410 Allow for water 125.00 125.00Allow for scaffolding 5% of labour 81.25 81.25 14,348.58Over heads 2,008.80Per cube 16,357.39Say per cube 16,357.00Per m3 5,779.86Say per m3 5,780.00
No Qty Unit Description Rate Amount32/40 Brick work in cement and sand 1:8
in 1st floor.
Per Cube.As per Item 31 Per cube 14,348.58 14,348.58
1 1/2 Day 257 Labourer 325.00 487.50
Allow for extra scaffolding and water 5% of labour 24.38 24.38 14,860.46Over heads 2,080.46Per cube 16,940.92Say per cube 16,941.00Per m3 5,986.22Say per m3 5,986.00
33/40 Brick work in cement and sand 1:8 in2nd floor.
Per Cube.As per Item No. 31 14,348.58 14,348.58
4 1/2 Day 257 Labourer 325.00 1,462.50Allow for extra scaffolding 5% of labour 73.13 73.13 15,884.21Over heads 2,223.79Per cube 18,108.00Say per cube 18,108.00Per m3 6,398.59Say per m3 6,399.00
Page 69
Analysis 1st half - Mullaitivu
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVUMASON.
No Qty Unit Description Rate Amount
1/41 Random Rubble Masonary in cement Mortar 1:5 above 1 cube.
Per Cube.
1 Cube 139 Rubble 5715.00 5,715.000.45 Cube 197 Sand 2100.00 945.007.25 Cwts 46 Cement 520.00 3,770.00
3 Day 214 Mason 475.00 1,425.00412 Allow for water 75.00 75.00
6 Day 257 Labourer 325.00 1,950.00 13,880.00Over heads 1,943.20Per cube 15,823.20Say per cube 15,823.00Per m3 5,591.17Say per m3 5,591.00
2/41 Randam rubble masonary in cementmortar 1:5 up to 1 cube.
Per Cube.
As in item 1 13,880.00 13,880.00Add 25% on labour. 487.50 14,367.50Over heads 2,011.45
Page 70
Analysis 1st half - Mullaitivu
Per Cube 16,378.95Say per cube 16,379.00Per m3 5,787.63Say per m3 5,788.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVUPAVIOR.
No Qty Unit Description Rate Amount
1/43 Exapansion joints in brick floors, filledwith bitumen and sand.
Per 20.0 L.ft.
1 Hour 214 Mason 475.00 59.381 Hour 257 Labourer 325.00 40.63
Allow for sand and bitumen 50% of labour 20.31 120.31Over heads 16.84Per 20 L.ft 137.16Per L.ft 6.86Say per L.ft. 7.00Per L.m. 22.96Say per L.m. 23.00
2/43 Exapansion joints in concrete floors filled with bitumen and sand (to full depthof concrete and rendering).Per 20.0 L.ft.
2 Hour 214 Mason 475.00 118.752 Hour 257 Labourer 325.00 81.25
1/4 Cu.ft 200 Sand 2100.00 5.25
Page 71
Analysis 1st half - Mullaitivu
1/4 Gallon 32 Bitumen 347.00 86.75 292.00Over heads 40.88Per 20 L.ft 332.88Per L.ft 16.64Say per L.ft. 17.00Per L.m. 55.76Say Per L.m. 56.00
5/44 Floors ,cement concrete 1:21/2:5 (1") 3"thick cement rendered 1/2", 1:2, withexpansion joints filled with cement andsand.Per Sqrs.
0.25 Cube 136 1" Metal 8470.00 2,117.500.18 Cube 197 Sand 2100.00 378.00
5 Cwts 46 Cement 520.00 2,600.001 1/4 Day 214 Mason 475.00 593.75
412 Allow for water 75.00 75.003 1/2 Day 257 Labourer 325.00 1,137.50 6,901.75
Over heads 966.25Per square 7,868.00Say per Sqrs 7,868.00Per m2 846.93Say per m2 847.00
No Qty Unit Code Description Unit Rate Rate Amount12/46 Tiles glazed(colour)6"x6", with all
specials, supplied and fixed to walls including raking plaster and bedding in cement mortar 1:2.Per 100 Sq.ft.
400 no 236a Tiles 6"x6" colour 15.00 6,000.00Add 25% for specials wastage in cutting etc. 1,500.00
2 1/2 Cwts 46 Cement 520.00 1,300.000.11 Cube 200 Sand 2100.00 231.00
1 Day 215 Special mason 475.00 475.002 Day 214 Mason 475.00 950.002 Day 257 Labourer 325.00 650.00
415 Allow for white cement for painting 100.00 100.00 11,206.00Over heads 1,568.84Per 100 S.ft 12,774.84Per S.ft 127.75Say per Sq.ft 128.00per m2: 1,377.83Say per m2: 1,378.00
12d/46 Tiles 8"x8", pressed of approved pattern andcolour, supplied and fixed.Per 100.0 S.ft.
240 Nos 189 floor tiles (8"x8") (including wastage) 32.00 7,680.00
Page 72
Analysis 1st half - Mullaitivu
1 1/4 Cwts 46 Cement 520.00 650.007 Cu.ft 200 Sand 2100.00 147.001 Day 215 Special mason 475.00 475.002 Day 214 Mason 475.00 950.003 Day 257 Labourer 325.00 975.00
415 Allow for coloured cement 100.00 100.00414 Allow for clearing 25.00 25.00 11,002.00
Over heads 1,540.28Per 100 S.ft 12,542.28Per S.ft 125.42Say per S.ft. 125.00Say per m2 1,350.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVUPLASTERER.
No Qty Unit Description Unit Rate Rate Amount
4/139 Cracks in wall, plastered in cement 1:3after chipping 2" to 4" wide
Per 10 L.ft
1/2 hour 214 Mason 475.00 29.691 hour 257 Labourer 325.00 40.63
0.04 cwt 46 Cement 520.00 20.80Allow for sand 10.16 101.27Overheads 14.18Per 10 L.ft 115.45Per 1 L.ft 11.54Say per L.ft 12.00Per L.m 39.36Say per L.m 39.00
9/141 Flashing or plaster bands laid over tiles4" to 6" wide on roof in cement and lime mortar 1:1:4Per 20 Lft
Page 73
Analysis 1st half - Mullaitivu
1 Cft 200 Sand 2100.00 21.000.16 Cwt 46 Cement 520.00 83.20 1/6 Bushel 126 Lime 257.00 42.831.5 Hrs 214 Mason 475.00 89.063 Hrs 257 Labourer 325.00 121.88 357.97
Overheads 50.12Per 20 Lft 408.09Per Lft 20.00Per Lm 65.60Say Per Lm 66.00
14/142 Rendering cement 1/2", 1:2 above 1 Square.
Per Sqrs.
1.5 Cwts 46 Cement 520.00 780.005 Cu.ft 200 Sand 2100.00 105.00
3/4 Day 214 Mason 475.00 356.251 1/2 Day 257 Labourer 325.00 487.50 1,728.75
Over heads 242.03Per square 1,970.78Say per sqrs. 1,971.00Per m2 212.16Say per m2 212.00
No Qty Unit Code Description Unit Rate Rate Amount15/142 Rendering cement 1/2", 1:2 upto 1 square
Per Square
As in Item 14 1,728.75Add 25% on labour 121.88 1,850.63Overheads 259.09Per square 2,109.71Say per square 2,110.00Per m2 227.13Say per m2 227.00
16/143 Rendering cement 1/2", 1:3 above 1Square.
Per Sqrs.
1.07 Cwts 46 Cement 520.00 556.405 Cu.ft 200 Sand 2100.00 105.00
3/4 Day 214 Mason 475.00 356.251 1/2 Day 257 Labourer 325.00 487.50 1,505.15
Over heads 210.72Per square 1,715.87
Page 74
Analysis 1st half - Mullaitivu
Say per sqrs. 1,716.00Per m2 184.71Say per m2 185.00
17/143 Rendering cement 1/2", 1:3 upto 1 Square
Per Square
As in Item 16 1,505.15Add 25% on labour 121.88 1,627.03Overheads 227.78Per square 1,854.81Say per square 1,855.00Per m2 199.66Say per m2 200.00
18/143 Rendering, cement 3/4", 1:2 above 1Square.
Per Sqrs.
2.25 Cwts 46 Cement 520.00 1,170.007 1/4 Cu.ft 200 Sand 2100.00 152.25
1 Day 214 Mason 475.00 475.002 Day 257 Labourer 325.00 650.00 2,447.25
Over heads 342.62Per Square 2,789.87Say per sqrs 2,790.00Per m2 300.32Say per m2 300.00
No Qty Unit Code Description Unit Rate Rate Amount19/143 Rendering, cement 3/4", 1:2 upto 1 square
Per square
As in Item 18 2,447.25Add 25% on labour 162.50 2,609.75Overheads 365.37Per sqr 2,975.12Say per sqr 2,975.00Per m2 320.24Say per m2 320.00
20/144 Rendering, cement 3/4", 1:3 above 1Square.
Per Sqrs.
1.75 Cwts 46 Cement 520.00 910.007 1/4 Cu.ft 200 Sand 2100.00 152.25
1 Day 214 Mason 475.00 475.002 Day 257 Labourer 325.00 650.00 2,187.25
Over heads 306.22
Page 75
Analysis 1st half - Mullaitivu
Per square 2,493.47Say per Sqrs. 2,493.00Per m2 268.35Say per m2 268.00
21/144 Rendering, cement 3/4", 1:3 upto 1 square
Per Sqrs
As in Item 20 2,187.25Add 25% on labour 162.50 2,349.75Overheads 328.97Per sqr 2,678.72Say per sqr 2,679.00Per m2 288.34Say per m2 288.00
22/144 Rendering, cement, floating coat, usingRed cement finished smooth.
Per Sqrs.
0.14 cwt 46 Grey cement 520.00 72.801 Kg 192 Red cement 342.00 342.001 Hour 214 Mason 475.00 59.381 Hour 257 Labourer 325.00 40.63 514.80
Over heads 72.07Per Square 586.87Say per sqrs. 587.00Per m2 63.19Say per m2 63.00
No Qty Unit Code Description Unit Rate Rate Amount25/145 Rendering cement 3/4", 1:2 with Pudlo 5lbs
to 100 lbs cement
Per sqr
As in Item 18 2,447.2512 lbs 191 Pudlo 32 384.00 2,831.25
Overheads 396.38Per sqr 3,227.63Say per sqr 3,228.00Per m2 347.43Say per m2 347.00
26/145 Skirting in cement mortar 1:3, 1/2"x4" projected or flush with wall, and including forming groove.with redcement floatingPer 10.0 L.ft.
0.22 Cu.ft 200 Sand 2100.00 4.620.07 Cwts 46 Cement 520.00 36.40
Page 76
Analysis 1st half - Mullaitivu
2 Hour 214 Mason 475.00 118.752 Hour 257 Labourer 325.00 81.25
add red cement floating as 22/144( x 0.042) 21.62 262.64Over heads 36.77Per 10 L.ft 299.41Per L.ft 29.94Say per L.ft. 30.00Per L.m. 98.40Say per L.m. 98.00
27/145 Skirting in cement mortar 1:3, 1/2"x6"projected or flush with all finished withRed cement floating, including forminggroove.
Per 10.0 L.ft.
As in Item 26 x 3/2 393.96 393.960.06 Kg 192 Red cement 342 20.52 1/2 hrs 214 Mason 475 29.69 444.17
Over heads 62.18Per 10 L.ft 506.35Per L.ft 50.64Say per L.ft. 51.00Per L.m. 167.28Say per L.m. 167.00
No Qty Unit Code Description Unit Rate Rate Amount28/146 3/8" thick plastering to RCC beams, slab
soffit in cement sand 1:3 .with limeputty
Per sqr 0.8 Cwt 46 Cement 520 416.00
0.05 Cube 200 Sand 2100 105.000.40 Bushel 126 Lime 257 102.802.0 Day 214 Mason 475 950.002.0 Day 257 Labourer 325 650.00
Allow for Scaffolding 32.50414 Allow for water 25 25.00 2,281.30
Overheads 319.38Per sqr 2,600.68Say per sqr 2,601.00Per m2 279.98Say m2 280.00
29/146 D.P.C. 3/4" thick in cement, sand 1:2 finished smooth with 2 coats of hot tar.
Page 77
Analysis 1st half - Mullaitivu
Per Sqrs.2.25 Cwts 46 Cement 520 1,170.0011 Cu.ft 200 Sand 2100 231.00
1 1/4 Day 214 Mason 475 593.751 Gal 32 bitumen 347 347.00
2 1/2 Day 257 Labourer 325 812.50412 Allow for fire wood and water 75 75.00 3,229.25
Over heads 452.10Per square 3,681.35Say per sqrs. 3,681.00Per m2 396.23Say per m2 396.00
29a/146 3/8" thick cement and sand plastering to column and beam and soffitPer sqr
0.8 Cwt 46 Cement 520 416.000.05 Cube 200 Sand 2100 105.001.75 Day 214 Mason 475 831.25
2 Day 257 Labourer 325 650.00Allow for scaffolding 32.50
414 Allow for water 25 25.00 2,059.75Overheads 288.37Per sqr 2,348.12Say per sqr 2,348.00per m2 252.76Say per m2 253.00
No Qty Unit Code Description Unit Rate Rate Amount29b/146 1/2" thick cement plastering 1:4 mix
Per Sqr0.90 Cwt 46 Cement 520 468.005.0 C.ft 200 Sand 2100 105.00
0.75 Day 214 Mason 475 356.251.50 Day 257 Labourer 325 487.50 1,416.75
Overheads 198.35Per sqr 1,615.10Say per sqr 1,615.00per m2 173.85Say per m2 174.00
29c/146 5/8" thick cement plastering 1:4 mix
Per Sqr
0.93 Cwt 46 Cement 520 483.600.07 Cube 200 Sand 2100 147.000.75 Day 214 Mason 475 356.25
Page 78
Analysis 1st half - Mullaitivu
1.50 Day 257 Labourer 325 487.50 1,474.35Overheads 206.41Per sqr 1,680.76Say per sqr 1,681.00Per m2 180.92Say per m2 181.00
29d/146 Cracks in wall Plastered in cement 1:3 after chipping 2" to 4" wide
Per 10 Lft0.04 Cwt 46 Cement 520 20.800.5 Hrs 214 Mason 475 29.691.0 Hrs 257 Labourer 325 40.631.0 Cft 200 Allow for sand 2100 21.00 112.11
Overheads 15.70Per 10 Lft 127.81Per Lft 12.78Say per Lft 13.00Per Lm 41.92Say per Lm 42.00
29e/146 Plinth plastering 1/2" thick 1:3 cement andsand with red cement floatingper Sqr
1.07 Cwt 46 Cement 520 556.405 C.ft 200 Sand 2100 105.00
0.75 Day 214 Mason 475 356.251.5 Day 257 Labourer 325 487.50
Red cement floating as item 22 514.80 2,019.95Overheads 282.79Per sqr 2,302.74Say Rs 2,303.00Per m2 247.87Say Rs 248.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVUROOFER.
No Qty Unit Description Unit Rate Rate Amount
5/49 Corrugated asbestos sheet roofing onspecial upper cl. Timber / kempus purlines supplied and fixed complete includingtreating timber with wood preservativetwo coats (ridging measured seperately).
Per 3.60 Sqrs.420 S.ft 15 Asbestos sheet 29 12,180.00
13 1/4 Cu.ft 246 Timber in purlins 1250 16,562.5072 Nos 198 Roofing screws and washers 6 432.00
1 1/4 Day 214 Carpenter(Fixing Purlins) 475 593.751 1/4 Day 257 Labourer 325 406.25
415 Allow for spikes for purlins 100 100.003 Hour 257 Labourer(2) (hosting sheet) 325 243.75
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Analysis 1st half - Mullaitivu
2 Days 214 Carpenter (fixing sheet) 475 950.002 Days 257 Labourer 325 650.00
1/2 Gal 268a Wood preservative 315 157.50 3/4 Day 257 Labourer 325 243.75 32,519.50
Over heads 4,552.73Per 3.6 Sqrs. 37,072.23Per Sqrs. 10,297.84Say per sqrs. 10,298.00Per m2 1,108.50Say per m2 1,109.00
7/50 Corrugated asbestos sheet fixed to roofor wall on existing frame work with necessary coach screws and limpet washers, or hook bolts.& with 2 coats wood Preservative to existing frame workPer 3.60 Sqrs.
420 Sq.ft 15 Asbestoes sheets. 29 12,180.0072 Nos. 198 Drive screws 4 1/2"&washers 6 432.006 Hour 257 Labourers. 325 243.752 Days 214 Carpenter 475 950.002 Days 257 Labourers. 325 650.00
0.5 gal 268a Wood preservative 315 157.500.75 Days 257 Labourers. 325 243.75 14,857.00
Overheads 2,079.98Per 3.6 Sqrs. 16,936.98Per Sqrs. 4,704.72Say per sqrs. 4,705.00Per m2 506.46Say per m2 506.00
No Qty Unit Description Unit Rate Rate Amount18/53 Ridging, calicut pattern bedded in
Cement and lime mortar 1:1:4, Colouredto match tiles.Per 12.0 L.ft.
9 No 194 Ridge tiles 35 315.002 Cu.ft 200 Sand 2100 42.00
1/3 Bushel 126 Lime 257 85.67 1/3 Cwt. 46 Cement 520 173.33 1/4 Day 214 Mason 475 118.75 1/4 Day 257 Labourer 325 81.25
Allow for colouring powder 10 10.00 826.00Over Heads 115.64Per 12 L.ft. 941.64Per L.ft 78.47Say per L.ft. 78.00Per L.m. 255.84Say per L.m 256.00
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Analysis 1st half - Mullaitivu
19/53 Ridging, Calicut Pattern bedded in cement and lime mortar 1:1:4 colouredto match tiles (tiles available at site)Per 12.0 L.ft.As in item 18 826.00 826.00Less tiles 315.00 511.00Over heads 71.54Per 12 L.ft. 582.54Per L.ft. 48.54Say per L.ft. 49.00Per L.m. 160.72Say per L.m. 161.00
21/54 Ridging with asbestos cement closefitting ridges fixed complete with roofing screws or hook bolts.
Per 13'-4" L.FT4 pairs 14 Asbestos ridging 363 1,452.00
16 Nos 198 Roofing screws 4 1/2" 6 96.002 Hour 214 Carpenter 475 118.752 Hour 257 Labourers 325 81.25 1,748.00
Over heads 244.72Per 13' 4" L.ft 1,992.72Per L..ft. 149.49Say per L.ft 149.00Per L.m. 488.72Say per L.m. 489.00
26/55 Tiles, calicut pattern, flat supplied andlaid up to 5 tiles in single storey buildingPer 3 tiles.
3 Nos 70 Tiles. 18 54.00 1/2 Hour 257 Labourer 325 20.31 74.31
Over heads 10.40Per 3 tiles 84.72Per tiles 28.24Say per tiles 28.00
No Qty Unit Description Unit Rate Rate Amount27/56 Tiles, calicut pattern flat supplied and
laid (above 5 and up to 25) in single storey Building.
Per 15.0 tiles.
15 Nos 70 Tiles. 18 270.001 Hour 257 Labourer 325 40.63 310.63
Over Heads 43.49Per 15 tiles 354.11Per tiles 23.61Say per tile 24.00
30/56 Tiles calicut pattern supplied and laidin any Building.
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Analysis 1st half - Mullaitivu
Per Sqrs.
125 Nos. 70 Tiles. 18 2,250.00 1/4 Day 257 Labourers (02) 325 162.50 2,412.50
Over heads 337.75Per Square 2,750.25Say per sqrs. 2,750.00Say per m2 296.00
31/56 Tiles, calicut pattern, laid in anyBuildings(tiles available at site).Per Sqrs.
1/4 Day 257 Labourer (02) 325 162.50 162.50Overheads 22.75Per Sqrs. 185.25Say per sqrs. 185.00Per m2 19.91Say per m2 20.00
43/59 Shifting and re-laying calicut patterntiles.Per Sqrs.
1 Day 257 Labourer 325 325.00 325.00Over heads 45.50Per Sqrs. 370.50Say per Sqrs. 370.00Per m2 39.83Say per m2 40.00
44/59 Supplying and laying half round tileson the existing asbestos roof.Per Sqrs.
320 Nos. 91 Half round tiles. 6.5 2,080.00 3/8 Day 257 Labourers (02) 325 243.75 2,323.75
Overheads 325.33Per Sqrs. 2,649.08Say per sqrs. 2,649.00Per m2 285.15Say per m2 285.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVUCARPENTER AND JOINER.
No Qty Unit Description Unit Rate Rate Amount
8/63 Boards, Barge, Valance, Fascia, 3/4" to1" thick in class.I Local timber fixedcomplete with necessary Brass screws new orrenewed above 1 C.ft.( 9" width) with 1 coatprimer & 2 coat of enamel paintingPer 100.0 L.ft.
82.5 Sq.ft 35 3/4" planks 50 4,125.004 Doz 207b Brass screws 2" 69.00 276.00
Scaffolding 8.13
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Analysis 1st half - Mullaitivu
2 Day 214 Carpenter 475 950.00 1/2 Day 257 Labourer 325 162.50
1 1/2 sqrs painting as per item 25/168 1,854.25 2,781.38 8,303.00Overheads 1,162.42Per 100 L.ft. 9,465.42Per L.ft. 94.65Say Rs. 95.00Per Lm 310.47Say Rs. 310.00
12/64 Boardes, Barge, Valance, Facia, available fixed including cutting andminor repairs.with 2 coats enamel paintingper 100 l.ft (9"x1")
1/2 day 214 Carpenter 475 237.50 1/2 day 214 Carpenter 475 237.50 1/2 day 257 Labourer 325 162.50
4 Doz 207b Screws, 2" brass 69 276.001.5 sqrs painting as per item 24/168 1,241.28 1,861.91 2,775.41
Over heads 388.56Per 75 Sq.ft or 100 l.ft 3,163.97Per Sq.ft. 42.19Say Rs. 42.00Per m2 451.92Say per m2 452.00
3/61A Beadings, Class I local timber 1 1/2" to2"x1/2" plain chamfered, fixed with brassscrews
Per 100 L.ft105 L.ft 354 Fillets 3.25 341.25
4 Doz 40a Screws 1 1/2" brass 52.5 210.000.5 Day 214 Carpenter 475 237.500.5 Day 257 Labourer 325 162.50 951.25
Overheads 133.18Per 100 L.ft 1,084.43Per L.ft 10.84Say per L.ft 11.00Per Lm 35.57Say per Lm 36.00
No Qty Unit Description Unit Rate Rate Amount14/65 Ceiling asbestos, flat fixed with clout
headed nails to 4"x2" joists at 4'crs & 2"x 2" bearers at 2' crs of spl.upper class. Timber/kempus including 1 1/2" x 1/2" cover filletsand 2 1/2" x 1/2" coves of Halmills timber.Rate to include 2 coats tarnap to joistsand bearers primer and '2 coats of enamelpainting to beadings 'and mouldingd 2 coatsof white washing to ceiling.Making holes in wall and fixing joists andbearers 'Per 1.95 Sqrs (15'-0"x13'-0").
4.2 Cu.ft 246 Timber.(4"x2") 1250.00 5,250.003.8 Cu.ft 245 Timber.(2"x2") 1250.00 4,750.00
Page 83
Analysis 1st half - Mullaitivu
1 Lb. 150 2" nails 34.00 34.001 1/2 Day 214 Carpenter 475.00 712.501 1/2 Day 257 Labourer 325.00 487.50
Fixing joists in wall and making good holes2 Hour 214 Mason 475.00 118.752 Hour 257 Labourer 325.00 81.25
413 Allow for cement and sand. 50.00 50.00Treating Timber with tarnap.
1/3 Gallon 268a Wood preservative. 315.00 105.00 1/2 Day 257 Labourer 325.00 162.50
Cutting and nailing sheets.210 Sq.ft 13 Asbestos sheets 18.00 3,780.00 1/4 Lb. 153 G.I. nails 3/4" 34.00 8.50
1 Day 214 Carpenter 475.00 475.001 1/2 Day 257 Labourer 325.00 487.50
Fixing beading125 L.ft 25 Beading 4.00 500.00
6 Doz 40a Screws 1 1/2" Brass 52.50 315.00 3/4 Day 214 Carpenter 475.00 356.25 3/4 Day 257 Labourer 325.00 243.75
Fixing cove mouldings 60 L.ft 147a Mouldings. 4.50 270.00 1/4 Day 214 Carpenter 475.00 118.75 1/4 Day 257 Labourer to assist 325.00 81.25
White Washing0.25 bushel 216 Lime 270.00 67.50
1 Day 214 Painter 475.00 475.001 Day 257 Labourer 325.00 325.00
1/4 Gall. 65 Paint(Primer under coat and oil paint) 1785.00 446.251 3/4 Day 214 Painter 475.00 831.25
Allow for scaffolding 93.44 93.44413 Allow for brushes. 50.00 50.00 20,675.94
Over heads 2,894.63Per 1.95 Sqrs 23,570.57Per Sqrs 12,087.47Say Rs. 12,087.00Say m2 1,299.68
No Qty Unit Description Unit Rate Rate Amount14a/65 Ceiling asbestos, flat in eves fixed with clout
headed nails to 2" x 2"& 2"x1" spacerbearers not exceading 2'-0 centrs both waysbearers of spl.upper class/ kempus timberincluding Aluminium beading 1" wide with Rubber fillets fixed not exceedaing 2'-0" crsbothways Rate to include 2 coats tarnap to timber and 2 coats emulsion paint to abestos sheet65'-0"x3'-0" = 195 sq.ftPer 1.95 Sqrs
6.50 Cu.ft 245 Timber.2"x2" 1250.00 8,125.00
Page 84
Analysis 1st half - Mullaitivu
72 L.ft 193 2"x1"reppers 8.00 576.001 Lb. 150 2" nails 34.00 34.002 Day 214 Carpenter 475.00 950.002 Day 257 Labourer 325.00 650.00
Fixing joists in wall and making good holes2 Hour 214 Mason 475.00 118.752 Hour 257 Labourer 325.00 81.25
413 Allow for cement and sand. 50.00 50.00Treating Timber with tarnap.
1/3 Gallon 268a Wood preservative. 315.00 105.00 1/2 Day 257 Labourer 325.00 162.50
Cutting and nailing sheets.210 Sq.ft 13 Asbestos sheets 18.00 3,780.00 1/4 Lb. 153 G.I. nails 3/4" 34.00 8.50
1 Day 214 Carpenter 475.00 475.001 1/2 Day 257 Labourer 325.00 487.50
Fixing Aluminium rubber beading300 L.ft 397 Beading Aluminium 12.80 3,840.00
6 Doz 40a Screws 3/4" 52.50 315.00300 L.ft 408 Rubber Beading 3.00 900.002 Day 214 Carpenter 475.00 950.002 Day 257 Labourer 325.00 650.00
Emulsion Painting0.67 Gallon 64 Emulsion Paint 1415.00 948.05
2 Day 214 Painter 475.00 950.00Allow for scaffolding 101.56 101.56Allow for brushes. 50.00 50.00 24,308.11Over heads 3,403.14Per 1.95 Sqrs 27,711.25Per Sqrs 14,210.90Say Rs. 14,211.00Per m2 1,529.71Say m2 1,530.00
No Qty Unit Description Unit Rate Rate Amount14b/65 Ceiling asbestos, flat fixed with clout
headed nails to 4"x2" joists 4'-0 crs & 2"x2"bearers of spl.upper class/kempus timber 2'-0" crsand 2"x1" spacer bearers not exceding 2'-0crsincluding Aluminium beading 1" wide withrubber fillets not exceeding 2'-0 crs fixed bothwaysRate to include 2 coats tarnap to timberand 2 coats emulsion paintto abestos sheet Per 1.95 Sqrs
Page 85
Analysis 1st half - Mullaitivu
4.2 Cu.ft 246 Timber. 4"x2" 1250.00 5,250.003.8 Cu.ft 245 Timber. 2"x2" 1250.00 4,750.001 Lb. 150 2" nails 34.00 34.00
60.0 L.ft 193 reepes 8.00 480.002 Day 214 Carpenter 475.00 950.002 Day 257 Labourer 325.00 650.00
Fixing joists in wall and making good holes2 Hour 214 Mason 475.00 118.752 Hour 257 Labourer 325.00 81.25
413 Allow for cement and sand. 50.00 50.00Treating Timber with tarnap.
1/3 Gallon 268a Wood preservative. 315.00 105.00 1/2 Day 257 Labourer 325.00 162.50
Cutting and nailing sheets.210 Sq.ft 13 Asbestos sheets 18.00 3,780.00 1/4 Lb. 153 G.I. nails 3/4" 34.00 8.50
1 Day 214 Carpenter 475.00 475.001 1/2 Day 257 Labourer 325.00 487.50
Fixing Aluminium beading260 L.ft 397 Beading Aluminium 12.80 3,328.00
6 Doz 40a Screws 3/4" 52.50 315.00260 L.ft 408 Rubber Beading 3.00 780.002 Day 214 Carpenter 475.00 950.002 Day 257 Labourer 325.00 650.00
Emulsion Painting0.67 gal 64 Emulsion Paint 1415 948.05
2 Day 214 Painter 475.00 950.00Allow for scaffolding 101.56 101.56
415 Allow for brushes. 100.00 100.00 25,505.11Over heads 3,570.72Per 1.95 Sqrs 29,075.83Per Sqrs 14,910.68Say Rs. 14,911.00Say m2 1,603.00
No Qty Unit Description Unit Rate Rate Amount14c/65 As per Item No.14 with only 2"x2"beares
in eaves ceiling. -do- -do-65'-0"x3'-0" = 195 sq.ftPer 1.95 Sqrs.As per Item No.14 20,675.94Less for Timber 10,000.00
10,675.946 1/2 Cu.ft 245 Timber 2"x2" 1250 8,125.00 18,800.94
Less for Timber work 1/4 Day 214 Carpenter 475 118.75
Page 86
Analysis 1st half - Mullaitivu
1/4 Day 257 Labour 325 81.25 200.0018,600.94
Over heads 2,604.13Rate per Sqrs 21,205.07Per 1.95 Sqrs. 21,205.00Per Sqre 10,874.36Say Per Sqr 10,874.00say per M2 1,171.00
14d/65 White washing to ceiling 2 coats and2 coats of oil paint to beading andmoulding.Per 1.95 Sqrs
1/8 Day 214 Painter preparing surfaces 475 59.380.25 Bushel 216 Lime 270 67.50 1/8 Gall. 65 Oil paint 1785 223.13
413 Allow for sand paper 50 50.001 Day 257 Labourer 325 325.002 day 214 Painter 475 950.00
Allow for scafolding 16.25 16.25413 Allow for brush 50 50.00 1,741.25
Over Heads 243.78Per 1.95 Sqrs 1,985.03Per Sqrs 1,017.96Say Rs. 1,018.00Per M2 109.46
14e/65 Ceiling, upper side cleaned and debriscleared away.
1/4 Day 257 Labourer 325 81.25 81.25Over heads 11.38Per Square 92.63Say Rs. 92.00Per m2 10.00
No Qty Unit Description Unit Rate Rate Amount26/68A Cove mouldings Cl.I 2 1/2"x1 1/2" fixed
with brass screws and plugs new or renewed.Per 50 L.ft
55 L.ft 147a Cove mouldings 4.5 247.5020 nos 184 Wood plugs 2 40.00
1 1/2 Hour 214 Mason 475 89.06 3/4 Day 257 Labourer 325 243.75
1 1/2 Doz 207b Screws 2" 69 103.50 723.81
Page 87
Analysis 1st half - Mullaitivu
Over heads 101.33Per 50 L.ft 825.15Per L.ft 16.50Say Rs 16.00Say per L.m 54.00
28/69 Doors or Windows, ledged, braced and battened with grooved and tonguredjoint,3 3/4" x 2 3/4" frames in spl.upperclass timber/kempus & 3/4" to 7/8" thicksashes in class1 timber with brass fittings.Per 2-6x6-6 = 16.25 Sft
1.5 Cu.ft 246 Timber for frames spl. Upper class 1250 1,875.0021 S.ft 182 1" Planks (Ginnisappu) 50 1,050.003 Doz 40a Brass screw 1 1/2" 52.5 157.502 Nos 220 Spur. Stones 22.5 45.004 Nos 199 Rawl plugs and 2" screws 15 60.00
414 Allow for Dowels 25 25.003 Day 214 Carpenter 475 1,425.00
1.25 Day 257 Labourer 325 406.25Fittings
3 no 119 T- hinges 10" 58 174.002 no 23 6" Barrel bolt 120 240.002 doz 40a 1 1/2" screws 52.5 105.00
0.5 doz 40d 1" screws 45 22.50414 Allow sand paper 25 25.00 5,610.25
14% Over heads 785.44Per 16.25 Sq.ft 6,395.69Per Sq.ft 393.58Say per S.ft 394.00Per m2 4,234.30Say per m2 4,234.00
No Qty Unit Description Unit Rate Rate Amount30/70 - do - - do -
Sash only, in class 1 timberfixed with brass furniture.
Per 14.4 Sft
21 Sq.ft 182 1" Planks(Ginnisappu) 50 1,050.003 Doz 40a Screws 1 1/2" 52.5 157.50
Page 88
Analysis 1st half - Mullaitivu
1/2 Doz 40d Screws 1" 45 22.502 1/4 Day 214 Carpenter 475 1,068.751 Day 257 Labourer 325 325.00
414 Allow for sand paper etc 25 25.003 Nos 119 T-hinges-10" 58 174.002 Nos 23 6" Barrel bolt 120 240.002 Doz 40a 11/2" screws 52.5 105.00
0.5 Doz 40d 1" screws 45 22.50 3,190.25Over heads 446.64Per 14.4 S.ft 3,636.89Per S.ft 252.56Say Rs 252.00Say per m2 2,717.00
32/70 Doors or Windows, framed and battened,sash 1" to 1 1/8" thick in Special upper Class timber/kempus fixed completewith brass furniture.Per 16.25 sq.ft
1.5 Cu.ft 246 Timber 1250 1,875.008 S.ft 181 1 1/4" Planks 135 1,080.00
13 1/4 S.ft 182b 3/4" Planks 105 1,391.252 Doz 207a 1 1/4" brass screws 45 90.00
1/2 Doz 40d 1" Screws 45 22.50414 Allow dowels 25 25.00
2.5 Day 214 Carpenter 475 1,187.501.25 Day 257 Labourer 325 406.25
2 Nos 220 Spur stone 22.5 45.004 Nos 199 Rawl plugs 15 60.00
1.5 pair 22 4"Brass hinges 79 118.501 Nos 196 6" rim lock 446 446.00
0.75 Day 214 Carpenter (frame) 475 356.250.375 Day 257 Labourer 325 121.88
414 Allow for sand paper etc. 25 25.00 7,250.13Over heads 1,015.02Per 16.25 S.ft 8,265.14Per S.ft 508.62Say Rs 509.00
5,472.00
No Qty Unit Description Unit Rate Rate Amount32a/70 Battened sash only 1" to 11/8" thick in sp.
upper class timber/kempus fixed completed withbrass fittings
Per 14.4 sq.ft 8 sq.ft 181 11/4" planks 135 1,080.00
Say per m2
Page 89
Analysis 1st half - Mullaitivu
13.25 sq.ft 182b 3/4" planks 105 1,391.252 Doz 207a 11/4" brass screw 45 90.00
0.5 Doz 40d 1" brass screw 45 22.502.5 Day 214 Carpenters 475 1,187.50
1.25 Day 257 Labourers 325 406.251.5 Pair 22 4" brass hinges 79 118.501 No 196 6" Rim Lock 446 446.00
414 Allow for sand paper 25 25.00 4,767.00Over head 667.38Per 14.4 sq.ft 5,434.38per 1sq.ft 377.39say per sq.ft 377.00per m2 4,060.69Say per m2 4,061.00
42/74 Doors or windows,glazed & or pannelled with3 3/4"x2 3/4" frames & 1 1/8" to 1 1/4"sashes in special upper class local timber/kempus fixed
Per 28 S.ft (4'-0"x7'-0")1.7 C.ft 246 Timber in frames 1250 2,125.0018 S.ft 181 1 1/4"-1 1/2" Planks 135 2,430.007 S.ft 182b 3/4" Planks 105 735.00
14 L.ft 205 1 1/2"x1 1/2" Sash bars 19 266.0045 L.ft 354 Fillets 3.25 146.2510 S.ft 81 Glass panes 50 500.002 Nos 220 Spur. Stones 22.5 45.004 Nos 199 Rawl plugs and screws 15 60.00
413 Allow for Dowels 50 50.00 3/4 Day 214 Carpenter (frame) 475 356.25 3/8 Day 257 Labourer 325 121.88
6 Day 214 Carpenter (sash) 475 2,850.001.75 Day 257 Labourer 325 568.75 10,254.13
Fittings3 pairs 94 4"x3" brass hinges 136 408.001 Nos 117 10" Skilton bolt 136 136.001 Nos 23 6" barrel bolt 120 120.001 Nos 142 concord 525 525.004 Doz 40a 11/2" Brass screws 52.5 210.002 Doz 40d 1" Brass screws 45 90.00 414 Allow for sand paper 25 25.00 1,514.00
11,768.13Over heads 1,647.54Per 28 S.ft 13,415.66Per S.ft 479.13Say Rs 479.00Say per m2 5,155.00
No Qty Unit Description Unit Rate Rate Amount44/75 Doors or Windows, glazed or
pannelled sash only 1 1/8" to 1 1/4" thickin Special upper class timber/kempus with brassfurniture.Per 24.7 Sq.ft (3'-7 1/2"x6'-9 3/4")
Page 90
Analysis 1st half - Mullaitivu
Timber and glass panes as in Item 42 4,077.25Labourer as in Item 42 3,418.75Fitting as in item 42 1,514.00 9,010.00Over heads 1,261.40Per 24.7 Sq.ft 10,271.40Per Sq.ft 415.85Say Rs 416.00Say per m2 4,474.00
44a/75 Doors pannelled and terllised/B.R.C. weld mesh No. 32 with 3 3/4"x2 3/4" frames and 1 1/8" thick sashes in specialupper class timber/kempus, fixed complete with brass furniture.Per 21 S.ft
1.65 Cu.ft 246 Timber in frame 1250 2,062.5011 S.ft 181 1 1/4" Planks 135 1,485.006 S.ft 182b 3/4" Planks 105 630.00
7 1/2 S.ft 409 Weldmesh 10 75.00415 Allow for Dowels 100 100.00
2 Nos 220 Spur stones 22.5 45.00 3/4 day 214 Carpenter 475 356.25 3/4 day 257 Labour 325 243.75
3.187 day 214 Carpenter 475 1,513.82FITTING
1.500 pair 95 4" Brass hinges 205 307.501.000 Nos 142 Mortice lock 525 525.002.000 Doz 40A 1 1/2" Brass screws 52.5 105.000.500 Doz 40D 1" Brass screws 45 22.50
414 Allow for sand paper 25 25.001 day 257 Labour 325 325.00 7,821.33
Over heads 1,094.99Per 21 S.ft 8,916.31Per S.ft 424.59Say Rs 425.00Say per m2 4,568.00
No Qty Unit Description Unit Rate Rate Amount52/78 Doors pannelled with 3 3/4"x2 3/4" frames
and 1 - 1 1/8"sashes in Special upperClass timber fixed/kempus.with brass fittingsPer 21.0sq.ft
Page 91
Analysis 1st half - Mullaitivu
1.65 C.ft 246 Timber 1250 2,062.5014 S.ft 181 1 1/8" Planks 135 1,890.0011 S.ft 182b 3/4" Planks 105 1,155.002 No 220 Spur Stones 22.5 45.004 No 199 Rawl plugs and screws 15 60.00
415 Allow for Dowels 100 100.00 3/4 Day 214 Carpenter 475 356.25 3/8 Day 257 Labourer 325 121.884 Day 214 Carpenter 475 1,900.00
1 1/4 Day 257 Labourer 325 406.25fitting
1 1/2 pair 94 4"x3" Brass hinges 136 204.001 No 142 Mortice lock concord 525 525.002 Doz 40a 1 1/2" Brass screws 52.5 105.00
0.5 Doz 40d 1" - Do - 45 22.50414 Allow for sand paper 25 25.00 8,978.38
Over heads 1,256.97Per 21 S.ft 10,235.35Per S.ft 487.40Say Rs 487.00Say per m2 5,244.00
53/78 Door or Window, removing easing andre-fixing.
1 1/2 Hour 214 Carpenter 475 89.061 1/2 Hour 257 Labourer 325 60.94 150.00
Over heads 21.00Per sash 171.00Say Rs 171.00
54/78 Door or Window, easing only.
1 Hour 214 Carpenter 475 59.38 59.38Over heads 8.31Per sash 67.69Say Rs 67.00
55/79 Door or Window frames renewed in short lengths with special upper Classtimber/kempus.Assume 3'-0" Length of frame renewed
0.45 Cu.ft 246 Timber 4" x 3" 1250 562.50 1/2 Day 214 Carpenter 475 237.50 800.00
Over heads 112.00Per 3 l.ft 912.00Per l.ft 304.00Say Rs 304.00Say per L.m 997.12
No Qty Unit Description Unit Rate Rate Amount100/92 Reepers 2"x1" in Class I timber/kempus supplied
and fixed new or renewed with iron nails, up to 100 L.ft (shiffting of tiles paid
Page 92
Analysis 1st half - Mullaitivu
for seperately).Per 50 l.ft
55 L.ft 193 Reepers 8 440.001 Hour 214 Carpenter 475 59.381 Hour 257 Labourer 325 40.63
1/8 Lbs 150 Nails 2" 34 4.25 544.25Over heads 76.20Per 50 L.ft 620.45Per L.ft 12.41Say Rs 12.00Say per L.m 41.00
101/92 - do - - do -over 100 L.ft.Per 100 L.ft
100 L.ft 193 Reepers 8 800.001 1/2 Hour 214 Carpenter 475 89.061 1/2 Hour 257 Labourer 325 60.94 1/4 Lbs 150 Nails 2" 34 8.50 958.50
Over heads 134.19Per 100 L.ft 1,092.69Per L.ft 10.93Say Rs 11.00Say per L.m 36.00
107/94 Roof with calicut pattern tiles on spl upperclass/Kempus frame work complete with ridges,hips etc.
Per 6 sqrs
34 Cu.ft 246 Timber 1250 42,500.00660 L.ft 193 Reepers sp . Upper class 8 5,280.00750 No 70 Tiles 18 13,500.0052 No 194 Ridge tiles 35 1,820.008 Lbs 267a 6" wire nails 36.5 292.002 Lbs 267a 2" wire nails 36.5 73.00
2 1/2 Gal 268a Wood preservative 315 787.503 Cwt 46 Cement 520 1,560.008 Cu.ft 200 Sand 2100 168.00
413 Allow for colouring powder etc 50 50.0010 Day 214 Carpenter 475 4,750.004 Day 257 Labourer 325 1,300.003 Day 257 Labourer 325 975.003 Day 257 Labourer 325 975.00
1 1/2 Day 214 Mason 475 712.501 1/2 Day 257 Labourer 325 487.50 75,230.50
Over heads 10,532.27Per 6 Sqrs 85,762.77Per square 14,293.80Say per sqr 14,294.00Per m2 1,538.62Say per m2 1,539.00
No Qty Unit Description Unit Rate Rate Amount107a/94 gable end roof - do -
- do - - do -.
Page 93
Analysis 1st half - Mullaitivu
27 Cu.ft 246 Timber 1250 33,750.00660 L.ft 193 2"x1" Reeper sp .upper class 8 5,280.00750 Nos 70 Tile 18 13,500.0035 Nos 194 Ridge tiles 35 1,225.007 Lbs 267a 6" Wire nails 36.5 255.502 Lbs 150 2" Nails 34 68.00
2 1/4 Gal 268a Wood preservative 315 708.751 Cwt 46 Cement 520 520.00
0.06 Cube 197 Sand 2100 126.00413 Allow for colouring powder etcs 50 50.00
Labour frame work9 Day 214 Carpenter 475 4,275.00
3 3/4 Day 257 Labourer 325 1,218.75Treating work
2 3/4 Day 257 Labourer 325 893.75Laying
3 Day 257 Labourer 325 975.00Ridging
1 Day 214 Mason 475 475.001 Day 257 Labourer 325 325.00 63,645.75
Over heads 8,910.41Per 6 Sqrs 72,556.16Per sqrs 12,092.69Say Rs 12,093.00Say per m2 1,302.00
Timber available, sorted out, cut to 117/97 required sizes and fixed in roof and
other carpentry work.Per 5/6 Cu.ft
3 Hour 214 Carpenter 475 178.131 Hour 257 Labourer 325 40.63
415 Allow for nails, spikes etc 100 100.00 318.75Over heads 44.63Per 5/6 Cu.ft 363.38Per Cu.ft 436.05Say Rs 436.00Say per m3 15,387.00
Timber special upper Class fixed or121/98 renewed in roof and other carpentry
work. 5/6 Cu.ft 246 Timber 1250 1,041.67
Labourer as in Item 117 318.75 318.75 1,360.42Over heads 190.46Per 5/6 Cu.ft 1,550.88Per Cu.ft 1,861.05Say Rs 1,861.00Say per m3 65,672.00
No Qty Unit Description Unit Rate Rate AmountTrellis partition with 1/2"x1/2" laths fixed
Page 94
Analysis 1st half - Mullaitivu
135/101 2" apart diagonally or horizontally andvertically on 4"x2" Milla timber framing.Per 24 S.ft (6'-0"x4'-0")
2 Cu.ft 246 4"x2" Timber 1250 2,500.00310 L.ft 205 1/2"x1/2" Laths 19 5,890.0020 L.ft 26 2"x1/2" Beading 4 80.001 Lb 150 1" Nails 34 34.00
414 Allow for 2" nails 25 25.004 Day 214 Carpenter 475 1,900.00
1/2 Day 257 Labourer 325 162.50414 Allow for 4 plugs fixed to walls 25 25.00 10,616.50
Over heads 1,486.31Per 24 S.ft 12,102.81Per S.ft 504.28Say Rs 504.00Say per m2 5,425.00
Door frame 4"x3" in spl upper class timber/kempus138/102 supplied and fixed in position
per'16.25 Sft
1.7 Cu.ft 246 Timber 1250 2,125.001 Day 214 Carpenter 475 475.001 Day 257 Labourer 325 325.00
1/2 day 214 Mason 475 237.50 1/8 Day 214 Labourer 475 59.38
412 Allow for cement sand 75 75.002 Nos 220 Spur stones 22.5 45.004 Nos 98 Rawl plug 17.5 70.00 3,411.88
Over heads 477.66Per 16.25 S.ft 3,889.54Per s.ft 239.36Say per sft 239.00Per m2 2,575.09Say per m2 2,575.00
118/97 Timber fixed or renewed in post and frames special upper class/kempusPer 1/2 Cu.ft
0.5 c.ft 246 Timber 1,250.00 625.000.5 Day 214 Carpenter 475.00 237.50
0.25 Day 257 Labourer 325 81.25 943.75Overheads 132.13per 1/2 c.ft 1,075.88per c.ft 2,151.75Say per c.ft 2,152.00Per m3 75,929.99Say per m3 75,930.00
No Qty Unit Description Unit Rate Rate Amount
Page 95
Analysis 1st half - Mullaitivu
140/103 Door 1 1/4" thick plywood ordinary sashsingle (ordinary finish) hung on 4"x3"frame in Special upper class timber/kempus andcomplete with brass furnishers & lockPer 22.75 sq.ft (3'-3"x7'-0")
1.6 Cu.ft 246 Timber 1250 2,000.002 Nos 220 Spur stone 22.5 45.004 Nos 98 Rawl plugs 17.5 70.00
414 Allow for dowels 25 25.001 Day 214 Carpenter 475 475.001 Day 257 Labourer 325 325.00
1/8 Day 214 Mason 475 59.38 1/8 Day 257 Labourer 325 40.63
fittings1 1/2 Pairs 94 4"x3" Brass hinges 136 204.001 Nos 117 10" skelton bolt 136 136.001 Nos 23 6" Barrel bolt 120 120.001 Nos 142 Mortice lock 525 525.001 Doz 40a 11/2" Brass screw 52.5 52.502 Doz 40d 1" - Do - 45 90.001 Doz 40c 3/4" -Do - 31.5 31.50
413 Allow for cement 50 50.00Door sash plywood (ordinary finish)
1 No 188 plywood door ( 6'-9" x 2'-9") 1765 1,765.000.5 Day 214 Carpenter 475 237.500.5 Day 257 Labourer 325 162.50 6,414.00
Over heads 897.96Per 22.75 Sq.ft 7,311.96Per s.ft 321.40Say per s.ft 321.00per m2 3,457.80Say per m2 3,458.00
Page 96
Analysis 1st half - Mullaitivu
No Qty Unit Description Unit Rate Rate Amount140a/103 As per Item No 140 but with marine type
2'-8"x 7'-0"Per 18.62sq.ft
1.6 Cu.ft 246 Timber 1,250.00 2,000.002 No 220 Spur Stone 22.50 45.004 No 98 Rawl plug 17.50 70.00
414 Allow for Dowels 25.00 25.001 Day 214 Carpenter 475.00 475.001 Day 257 Labour 325.00 325.00
0.13 Day 214 Mason 475.00 61.750.13 Day 257 Labour 325.00 42.25
Marine Door Sash1 no 187 Ply wood Door 1,848.00 1,848.00
0.5 Day 214 Carpenter 475.00 237.500.5 Day 257 Labour 325.00 162.501.5 pair 94 4" x 3" Brass hinges 136.00 204.002 Nos 23 6" barrel bolt 120.00 240.002 Nos 60 Draw rings 25.00 50.001 Doz 40a 11/2" Brass screw 52.50 52.502 Doz 40d 1" - do - 45.00 90.001 Doz 40c 3/4" -do- 31.50 31.50 5,960.00
Over head 834.40Per18.62 Sq.ft 6,794.40Per Sq.ft 364.90Say Rs 365.00Say per m2 3,927.40per m2 3,927.00
142/104 Supplying and fixing Plywood door 1 1/4" thick single (Ordinary finish) to the existing framewith brass fittings2' 9" x 6' 9" = 18.56 S.ft
1 1/2 Pairs 94 4"x3" Brass hinges 136.00 204.001 Nos 117 10" skelton bolt 136.00 136.001 Nos 23 6" Barrel bolt 120.00 120.001 Nos 142 Mortice lock 525.00 525.001 Doz 40a 11/2" Brass screw 52.50 52.502 Doz 40d 1" - Do - 45.00 90.001 Doz 40c 3/4" -Do - 31.50 31.50
413 Allow for cement 50 50.00Door sash plywood (ordinary finish)
1 No 188 plywood door ( 6'-9" x 2'-9") 1765 1,765.000.5 Day 214 Carpenter 475 237.500.5 Day 257 Labourer 325 162.50 3,374.00
Over heads 472.36Per 18.56 S.ft 3,846.36Per S.ft 207.24Say Per S.ft 207.00Per m2 2,229.56Say Per m2 2,230.00
Page 97
Analysis 1st half - Mullaitivu
No Qty Unit Description Unit Rate Rate Amount143/104 -do- -do- plywood Marine type 1 1/4" thick
single hung to existing frame with fitting
2' 3" x 6' 9" = 15.18S.ftMarine Door Sash
1 Nos 187 Ply wood Door 1848 1,848.000.5 Day 214 Carpenter 475 237.500.5 Day 257 Labour 325 162.501.5 pair 94 4" x 3" Brass hinges 136 204.002 Nos 23 6" barrel bolt 120 240.002 Nos 60 Draw rings 25 50.001 Doz 40a 11/2" Brass screw 52.5 52.502 Doz 40d 1" - do - 45 90.001 Doz 40c 3/4" -do- 31.5 31.50 2,916.00
Overheads 408.24Per 15.18 S.ft 3,324.24Per S.ft 218.99Say per S.ft 219.00Per m2 2,355.96Say per m2 2,356.00
Page 98
Analysis 1st half - Mullaitivu
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVUPAINTER & DECORATOR.
No Qty Unit Description Unit Rate Rate AmountLettering 1" to 1 1/2" painted in sinhalese
13/165 English or Tamil, including paintingground.Per 6 letters
1 Hour 206 Signboard painter 375 46.88416 Allow for painting background 2 coats 150 150.00414 Allow for brushes paint etc 25 25.00 221.88
Over heads 31.06Per 6 letters 252.94Per letter 42.16Say Rs 42.00
14/165 Lettering 2" to 3" - do - - do - - do -.Per 5 letters
1 Hour 206 Signboard painter 375 46.88414 Allow for brushes, paint 25 25.00416 Allow for painting backround 2 coats 150 150.00 221.88
Over heads 31.06Per 5 letters 252.94Per letter 50.59Say Rs 50.00
15/166 Lettering 4" to 5" - do - - do - - do -.Per 4 letters
1 Hour 206 Signboard painter 375 46.88413 Allow for brushes, paint etc 50 50.00416 Allow for painting backround 2 coats 150 150.00 246.88
Over heads 34.56Per 4 letters 281.44Per letter 70.36Say Rs 70.00
23/168 Painting, enamel paint including washingcleaning and smoothing down with sandpaper, 1 coat.Per square
0.17 gal 171 Oil paint 1785 303.455 Hour 214 Painter cleaning down and painting 475 296.88
413 Allow for brushes sand paper washing soda 50 50.00 650.33Over heads 91.05Per square 741.37Say Rs 741.00Per m2 79.80Say per m2 80.00
Page 99
Analysis 1st half - Mullaitivu
No Qty Unit Code Description Unit Rate Rate AmountPainting enamel paint - do -
24/168 - do - 2 coats.Per square1st coat as in Item 23 650.33 650.33
0.17 gal 171 1785 303.454 Hour 214 Painter 475 237.50
413 Allow for brushes etc 50 50.00 1,241.28Over heads 173.78Per square 1,415.05Say per Sqr 1,415.00Per m2 152.32Say per m2 152.00
25/168 Painting New wood 1 Coat primer & 2 Coats Enamel paintPer sqrs
0.17 gal 190 Primer 1560 265.200.33 gal 65 Enamel paint 1785 589.05
2 Day 214 Painter 475 950.00413 Allow Sand paper & brushes 50 50.00 1,854.25
Over heads 259.60Per square 2,113.85Say per Sqr 2,114.00Per m2 227.56Say per m2 228.00
25a/168 Painting new wood work and 2 coats of enamel paint.Per square
0.33 gal 65 Gloss paint(enamel) 1785 589.051.25 Day 214 Painter 475 593.75
413 Allow for sand paper brushes etc 50 50.00 1,232.80Over heads 172.59Per square 1,405.39Say per sqr 1,405.00Per m2 151.28Per m2 151.00
Painting Steel work, 1 coat, with 27/169 Anticrosive paint including removing
scale and wire brushing.Per square
0.17 gal 12b Anticrosive paint 1139 193.635 Hour 214 Painter pareparing surface and painting 475 296.88
413 Allow for brushes 50 50.00 540.51Over heads 75.67Per square 616.18Say per sqr 616.00per m2 66.33Say per m2 66.00
Paint ( 2 nd coat )
Page 100
Analysis 1st half - Mullaitivu
No Qty Unit Code Description Unit Rate Rate AmountPainting Steel work, 2 coats, with Red
28/169 oxide including removing scale andwire brushing.Per square1st coat as in Item 27 540.51 540.51
0.17 gal 12b Paint 1139 193.634 Hour 214 Painter 475 237.50
414 Allow for brushes etc 25 25.00 996.64Over heads 139.53Per square 1,136.16Say per sqr 1,136.00Per m2 122.30Say per m2 122.00
30/169 Painting walls with emulsion paint 1 coat(new coat).
0.17 gal 64 Emulsion paint 1415 240.553 Hour 214 Painter 475 178.13
413 Allow for brushes 50 50.00 468.68Over heads 65.61Per square 534.29Say per sqr 534.00per m2 57.51Say per m2 58.00
30a/169 Painting walls with weather shield 1 coat( New work )Per square
0.17 gal 63 weather shield paint 1790 304.303 Hour 214 Painter 475 178.13
413 Allow for brushes etc 50 50.00 532.43Overheads 74.54Per Sqr 606.96Say Per Sqr 607.00Per m2 65.34Say Per m2 65.00
Painting walls with Emulsion paint, 231/170 coats (new work).
Per square1st coat as in Item 30 468.68 468.68
0.14 gal 64 Emulsion paint 1415 198.102 1/2 Hour 214 Painter 475 148.44
414 Allow for brushes etc 25 25.00 840.21Over heads 117.63Per square 957.84Say per sqr 957.00Per m2 103.10
Page 101
Analysis 1st half - Mullaitivu
Say per m2 103.00
No Qty Unit Code Description Unit Rate Rate Amount31a/170 Painting walls with 2 coats of weather shield paint
( New work )Per square1 st coat as in Iten 30a 532.43
0.14 gal 63 2 nd coat w.s. paint 1790 250.602.5 Hrs 214 Painter 475 148.44
413 Allow for brushes 50 50.00 981.46Over heads 137.40Per square 1,118.87Say per sqr 1,118.00Per m2 120.44Say per m2 120.00Painting walls with Emulsion paint, 1
32/170 coat including preparing surface of oldwork.Per squareAs I Item 30 468.68 468.68
1/2 Hour 214 Painter 475 29.69413 Allow for wire brushes sand paper etc 50 50.00 548.36
Over heads 76.77Per square 625.13Say per sqr 625.00Per m2 67.29Say per m2 67.00
32a/170 Painting walls with weather shield paint1 coat ( Old work )Per squareAs I Item 30a 532.43 532.43
0.5 Hrs 214 Painter for preparing surface 475 29.69413 Allow for wire brushes 50 50.00 612.11
Over heads 85.70Per square 697.81Say per sqr 698.00Per m2 75.11Say per m2 75.00 - do - - do -
33/170 2 coats - do - - do -.Per squareAs in Item 31 840.21 840.21Preparing surface as in Item 32 79.69 79.69 919.90Over heads 128.79Per square 1,048.69Say per sqr 1,049.00Per m2 112.88Say per m2 113.00
33a/170 Painting walls with weather shield paint2 coat ( Old work )Per squareAs in Item 31a 981.46
Page 102
Analysis 1st half - Mullaitivu
0.5 Hrs 214 Painter for preparing surface 475 29.69413 Allow for wire brushes 50 50.00 1,061.15
Over heads 148.56Per square 1,209.71Say per sqr 1,210.00Per m2 130.22Say per m2 130.00
No Qty Unit Code Description Unit Rate Rate Amount40/172 Tarnap or other wood preservative,
applied to wood work 1 coat (old work).Per square
0.25 gal 268a Wood preservative 315 78.752 Hour 214 Painter 475 118.75
414 Allow for brushes etc 25 25.00 222.50Over heads 31.15Per square 253.65Say per sqr 253.00Per m2 27.30Say per m2 27.00
Tarnap or other wood preservative,41/172 applied to wood work 2 coats (new work).
Per square0.45 gal 268a Wood preservative 315 141.75
4 Hour 214 Painter 475 237.50414 Allow for brushes 25 25.00 404.25
Over heads 56.60Per square 460.85Say per sqr 460.00Per m2 49.61Say per m2 50.00
Varnishing with best copal varnish after44/173 washing down and sand papering 1 coat.
Per sqrs
3 Hour 257 Labourer 325 121.884 Hour 214 Painter 475 237.50
413 Allow for sandpaper, brushes etc 50 50.000.2 gal 260 Varnish 1756 351.20 760.58
Over heads 106.48Per square 867.06Say per sqr 867.00Per m2 93.33Say per m2 93.00
- do - - do -45/173 - do - 2 coats.
Per square1st coat as in Item 44 760.58 760.58
0.17 gal 260 Varnish 1756 298.524 Hour 214 Painter 475 237.50
414 Add for brushes etc 25 25.00 1,321.60
Page 103
Analysis 1st half - Mullaitivu
Over heads 185.02Per square 1,506.62Say per sqr 1,507.00Per m2 162.18Say per m2 162.00
No Qty Unit Code Description Unit Rate Rate Amount49/174 White or colourwashing walls of single
storey buildings 1 coat, including patching and preparing surface.Per 10 sqrs
1 Day 214 Painter 475 475.001 Day 257 Labourer 325 325.00
3/4 Bushel 216 Boiled lime 270 202.50 1/4 Lb 85 Glue 86 21.50
414 Allow for brushes 25 25.00 1/4 Lb 269 Yellow Ochre 0 0.00 1,049.00
Over heads 146.86Per 10 sqrs 1,195.86Per square 119.59Say per sqr 120.00Per m2 12.87Say per m2 12.90
- do - - do -50/174 2 coats - do -.
Per 10 squares1 3/4 Day 214 Painter 475 831.251 3/4 Day 257 Labourer 325 568.751 1/4 Bushel 216 Lime 270 337.50 1/2 Lb 85 Glue 86 43.00
413 Allow for brushes etc 50 50.00 1/2 Lb 269 Yellow Ochre 0 0.00 1,830.50
Over heads 256.27Per 10 squares 2,086.77Per square 208.68Say Rs 208.00Per m2 22.46Say per m2 22.00
Page 104
Analysis 1st half - Mullaitivu
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVUBRASS FOUNDER.
No Qty Unit Code Description Unit Rate Rate AmountBolts barrel 4", brass oxidised heavy
4/127 quality supplied and fixed with brass screws.
Per No1 no 22 4" Brass barrel bolt 79 79.00
1/2 Doz 207a 1" screws brass 45 22.50 1/3 hr 214 Carpenter 475 19.79 121.29
Over heads 16.98Per No 138.27Say Rs 138.00
6/128 - do - 6" - do - - do - - do -Per No
1 no 23 6" Brass barrel bolt. 120 120.00Screws and labour as in Item 4 42.29 42.29 162.29Over heads 22.72Per No 185.01Say Rs 185.00
18/130 Casement fastner with mortice plate, brass oxidised heavy quality supplied and fixed with brass screws.Per No
1 no 45 Casement fastner 90.00 90.00 1/3 Doz 207a 1" Screws 45 15.00 3/4 hr 214 Carpenter 475 44.53 149.53
Over heads 20.93Per No 170.47Say Rs 170.00
Casement stays 10", brass oxidised heavy19/130 quality supplied and fixed.
Per No1 No 44 10" Casement stay 90 90.00
1/3 Doz 207a 1" Screws 45 15.00 1/2 hr 214 Carpenter 475 29.69 134.69
Over heads 18.86Per No 153.54Say Rs 154.00
21/131 Fanlight Catches brass oxidised heavy
Page 105
Analysis 1st half - Mullaitivu
quality with brass screws fixed complete.Per No
1 No 66 Fanlight Catch 30 30.00 1/3 Doz 40d 1" Screws 45 15.00 3/4 hr 214 Carpenter 475 44.53 89.53
Over heads 12.53Per No 102.07Say Rs 102.00
No Qty Unit Code Description Unit Rate Rate Amount27/132 But hinges 4"x3" brass oxidised heavy quality
supplied and fixed with brass screws complete.Per No
1 Pair 94 Hinges per pair 136 136.001 Doz 40a 1 1/2" screws 52.5 52.50 3/4 hr 214 Carpenter 475 44.53 3/4 hr 257 Labour 325 30.47 263.50
Over heads 36.89Per No 300.39Say Rs 300.00
29/132 - do - 4"x4" - do - - do - - do -Per No
1 Pair 95 4" x 4" hinges per pair 205 205.00Screws and labour as in Item 27 127.50 127.50 332.50Over heads 46.55Per No 379.05Say Rs 379.00
29a/132 - do - 4"x2 1/2" - do - - do - - do -Per No
1 Pair 95a 4"x2 1/2" hinges per pair 115.5 115.50Screws and labour as in Item 27 127.50 127.50 243.00Over heads 34.02Per No 277.02Say Rs 277.00
31/133 Hinges centre pivot (consisting of 2 pieces)brass oxidised heavy quality supplied and fixed with brass screws complete.
2 Set 47 3" Centre pivots, set of 4 pieces 45 90.00 3/4 Doz 40d 1" Screws 45 33.75
1 hr 214 Carpenter 475 59.381 hr 257 Labourer 325 40.63 223.75
Over heads 31.33Per set of 4 Nos 255.08Per set of 2 Nos 128.00
31a/133 Rings, brass 1 3/4" to 1 1/2" suppliedand fixed to doors and windows withbrass screws.
Page 106
Analysis 1st half - Mullaitivu
Per No1 no 198a Ring 1 1/2" 26.25 26.25
1/4 Doz 40c Brass Screws 3/4" 31.5 7.88 1/4 hr 214 Carpenter 475 14.84 48.97
Over heads 6.86Per No 55.82Say Rs 56.00
No Qty Unit Code Description Unit Rate Rate Amount51/137 Lock Mortice Vinion single supplied
and fixed.Per No
1 No 142 Mortice Lock (single) 525 525.00 1/2 Day 214 Carpenter 475 237.50 762.50
Over heads 106.75Per No 869.25Say Rs 869.00
52/137 Lock Mortice Vinion double, suppliedand fixed.Per No
1 No 143 Mortice Lock (double) 790 790.001 Day 214 Carpenter 475 475.00 1,265.00
Over heads 177.10Per No 1,442.10Say Rs 1,442.00
53/137 Mortice Lock Union ( English) single supplied and fixed.Per No
1 No 145 Mortice Lock Union (single) 1575 1,575.00 1/2 Day 214 Carpenter 475 237.50 1,812.50
Over heads 253.75Per No 2,066.25Say Rs 2,066.00
54/157 Mortice Lock Union ( English) double supplied and fixed.Per No
1 No 146 Mortice Lock Union (double) 2795 2,795.001 Day 214 Carpenter 475 475.00 3,270.00
Over heads 457.80Per No 3,727.80Say Rs 3,728.00
53a/137 Lock Night Latch supplied and fixed with duplicate keys approved qualityPer No
1 No 144 Lock Night Latch 290 290.00 1/2 Day 214 Carpenter 475 237.50 527.50
Overheads 73.85Per No 601.35
Page 107
Analysis 1st half - Mullaitivu
Say per no 601.0063/123 Tor steel rods in reinforcing.
Per cwt.1 Cwt. 249 Tor steel rods 4330 4,330.00
Allow for 10% Wastage 433 433.001 day 215 Smith 475 475.001 day 257 Labour 325 325.001 lbs 31 14 B.W.G. Wire 40 40.00 5,603.00
Over heads 784.42Per cwt. 6,387.42Say per Cwt 6,387.00per kg 127.75Say per kg 128.00
No Qty Unit Code Description Unit Rate Rate Amount64/123 Tor steel rods reinforcement in foundation
Per cwt.1 Cwt. 249 Tor steel rods 4330 4,330.00
Allow for 10% Wastage 433 433.00 3/4 day 215 Smith 475 356.25 3/4 day 257 Labour 325 243.75
1 lbs 31 14 B.W.G. Wire 40 40.00 5,403.00Over heads 756.42Per cwt. 6,159.42Say per cwt 6,159.00Per kg 123.19Say per kg 123.00
63a/123 Mild Steel rods in reinforcing lintols or beams.Per cwt.
1 Cwt 140 Mild Steel rods 4240 4,240.00Allow westage 10% 424.00 424.00
1 day 215 Smith 475 475.001 day 257 Labour 325 325.001 lbs 31 14 B.W.G. Wire 40 40.00 5,504.00
Over heads 770.56Per cwt. 6,274.56Say per cwt 6,275.00Per kg 125.50Say per kg 126.00
64a/123 Mild Steel rods in Foundation .Per cwt.
1 Cwt 140 Mild Steel rods 4240 4,240.00Allow westage 10% 424 424.00
3/4 day 215 Smith 475 356.25 3/4 day 257 Labour 325 243.75
1 lbs 31 14 B.W.G. Wire 40 40.00 5,304.00Over heads 742.56Per cwt. 6,046.56Say per cwt 6,047.00Per kg 120.93Say per kg 121.00
Page 108
Analysis 1st half - Mullaitivu
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVUIRONMONGER.
No Qty Unit Code Description Unit Rate Rate AmountHinges T, 10" Iron, heavy quality supplied
49/119 and fixed with iron screws complete.Per Pair
1 Pair 119 10" hinges 58 58.001 1/2 doz 40a 1 1/2" Screws 52.5 78.751 1/4 hr 214 Carpenter 475 74.221 1/4 hr 257 Labourer 325 50.78 261.75
Over heads 36.65Per Pair 298.40Say Rs 298.00
60/121 Locks, rim 6" iron, superior quality, heavytype, s/f. with iron screws complete.Per no
1 no 196 6" Rim lock 446 446.000.5 doz 40d 1" Brass Screws 45 22.50
1 1/2 Hour 214 Carpenter 475 89.06 557.56Over heads 78.06Per no 635.62Say Rs 636.00
No Qty Unit Code Description Unit Rate Rate Amount67/123 M.S.Bars 5/8" dia supplied & fixed in
window frame at 4" cetres & paintedwith one coat red lead & 2 coats aluminiumPer'4 Rods or 17 l.ft
0.17 cwt 140 M.S.Rods 4240 720.801 hr 214 Carpenter 475 59.381 hr 257 Labourer 325 40.631 hr 214 Painter 475 59.38
414 Allow for paint 25 25.00 905.18Over heads 126.72Per 17 L.ft 1,031.90Per L.ft 60.70
Page 109
Analysis 1st half - Mullaitivu
Say Rs 60.00Say per L.m 199.00
67e/123 1/2" dia - do - - do -0.09 cwt 140 M.S.Rods 4240 381.60
Labour paint etc. as in Item 67 184.38 184.38 565.97Over heads 79.24Per 17 L.ft 645.21Per L.ft 37.95Say Rs 37.00Say per L.m 124.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVUTINKER.
No Qty Unit Code Description Unit Rate Rate Amount9/150 Flashing G.I.22 B.W.G. 1' 6" wide, fixed
with 6" turned up along, and top edgetucked well into wall in cement and lime mortar.
Per 14 L.ft23 s.ft 74 22 B.W.G sheets 55 1,265.004 hrs 215 Tinker cutting & bending to shape and 475 237.50
fixing in place1 hr 214 Mason, caulking 475 59.385 hrs 257 Labour, assisting tinker and mason 325 203.13
413 Allow for cement sand etc 50 50.00413 Allow for lead 50 50.00 1,865.00
Overheads 261.10Per 14 L.ft 2,126.10PerL.ft 151.86Say per Lft 152.00Per Lm 498.11Say per L.m 498.00
29/156 Gutters, Valley 20 B.W.G 36" wide, renewed on existing board, sheetstarred, joints soldered and cement,lime filletting complete.
Per 22 L.ft72 S.ft 73 G.I. Sheets 75 5,400.00 1/2 day 214 Tinker 475 237.50 1/2 day 257 Labourer 325 162.50
413 Allow for nails, soldering materials etc 50 50.00 1/3 gal 232 Coaltar 90 30.00
4 hrs 257 Labourer 325 162.501 hrs 257 Labourer 325 40.632 hrs 214 Mason 475 118.754 hrs 257 Labourer 325 162.50
Page 110
Analysis 1st half - Mullaitivu
0.16 Cwts 46 Cement 520 83.20 1/6 Bus 216 Lime 270 45.00
1 Cu.ft 200 Sand 2100 21.002 hrs 257 Labourer 325 81.25 6,594.83
Overheads 923.28Per 22 L.ft 7,518.10Per L.ft 341.73Say per L.ft 342.00Per L.m 1,120.88Say Per L.m 1,121.00
No Qty Unit Code Description Unit Rate Rate Amount34/158 -Do- renewed including 1" thick timber
boarding sheet tarred, joints soldered and cement lime filletting complete.per 22 l.ftAs per Item 29 6,594.83 6,594.83
72 S.ft 35 1" thick boarding 50 3,600.001 Ibs 267a Wire nails 1" 36.5 36.501 day 214 Carpenter 475 475.001 day 257 Labourer 325 325.00 11,031.33
Overheads 1,544.39Per 22 L.ft 12,575.71Per L.ft 571.62Say per L.ft 572.00Per L.m 1,874.92Say per L.m 1,875.00
Page 111
Analysis 1st half - Mullaitivu
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVUPLUMBER.
No Qty Unit Code Description Unit Rate Rate Amount1/179 Ball valve 1/2" supplied and fixed
1 No 355 1/2" Ball valve 94.5 94.500.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31 144.50
Overheads 20.23Per no. 164.73Say 165.00
2/179 Ball valve 3/4" supplied and fixed
1 No 356 3/4" Ball valve 152.25 152.25Labourer as in Item 1 50.00 202.25Overheads 28.32Per no 230.57Say 231.00
13/181 Wash Basin, Lavatory, 22"x16" with one tap,water plug, new brackets, supplied &fixed complete. (Additional tap, trap,and outlet pipe paid for seperately).
1 No 263 22"x16" basin complete with brackets, tap 1780 1,780.00etc. and transportfixing plugs in wall
4 No 184 Plugs 2 8.001 Hrs 214 Mason 475 59.381 Hrs 257 labourer 325 40.63
Fixing basin and taps0.75 Day 214 Plumber 475 356.250.75 Day 257 labourer 325 243.75
Page 112
Analysis 1st half - Mullaitivu
Making holes in wall and making good1 Hrs 214 Mason 475 59.381 Hrs 257 labourer 325 40.63
414 Allow for screws, cement, red lead etc. 25 25.00 2,613.00Over heads 365.82Per No 2,978.82Say Rs 2,979.00
17/182 Wash 'Basin, sink or urinal including all fittingsremoved and walls made good
3 Hrs 214 Plumber ( removing basin, brackets and pipes 475 178.133 Hrs 257 Labourer ( to assist ) 325 121.881 Hrs 214 Mason ( making godd to walls and floor ) 475 59.381 Hrs 257 Labourer ( to assist ) 325 40.63
414 Allow for cement, lime etc. 25 25.00 425.00Overheads 59.50Per no. 484.50Say 485.00
No Qty Unit Code Description Unit Rate Rate Amount31/185 Closet, pedestal type available at site, fixed
with cement concrete after breaking concrete floor and making good and connections to soiland flush pipes
0.25 Cwt 46 Cement 520 130.00413 Allow for metal,sand, red lead hemp etc. 50 50.00
0.75 Day 214 Plumber 475 356.250.75 Day 257 Labourer 325 243.75 780.00
Overheads 109.20Per No 889.20Say 889.00
32/186 Closet, pedestal type, disconnecting andplugging sewer connection and making goodall affected walls and floors
1/6 Cwt 46 cement 520 86.67413 Allow for metal, sand etc, 50 50.00
0.5 Day 214 Plumber 475 237.500.5 Day 257 Labourer 325 162.50 536.67
Overheads 75.13Per No 611.80Say 612.00
34/186 Closet, pedestal type, with low levelglazed earthenware flushing cisternflush pipe, double plastic sheet cover,1/2" stop cork, trap etc. supplied &fixed completed.
1 no 50 Low level closet suite 4100 4,100.001 Item 358 Fittings 367.5 367.50
Page 113
Analysis 1st half - Mullaitivu
1 no 359 Seat cover ( Double ) 420 420.001 Item 360 Brackets 62 62.001 no 361 Flush bend 39.8 39.801 no 227 1/2" stop cock 105 105.00
415 Allow for transport 100 100.00413 Cement, Metal, Sand etc. (Item 31) 50 50.00
1 day 214 Plumber 475 475.001 day 257 Labourer 325 325.00 6,044.30
Over heads 846.20Per No 6,890.50Say Rs 6,891.00
35/186 Closet squatting type, with trap supplied & fixed.
1 no 222 Squatting pan & trap 700 700.00413 Allow for transport 50 50.00
1/3 Cwt 46 Cement 520 173.33413 Allow for metal, sand etc. 50 50.00
1 day 214 Plumber 475 475.001 day 257 Labourer 325 325.00 1,773.33
Over heads 248.27Per No 2,021.60Say Rs 2,022.00
Qty Unit Code Description Unit Rate Rate Amount36/187 Closet, squatting type, removed, sewer
connections plugged and floor made good.
1/2 Cwt 46 Cement 520 260.00415 Allow for metal, and sand etc. 100 100.00
1/2 day 214 Plumber 475 237.50 1/2 day 257 Labourer 325 162.50 760.00
Over heads 106.40Per No 866.40Say Rs 866.00
40/188 Cocks, brass bib 1/2" supplied & fixed(Heavy quality).
1 no 36 1/2" brass bib cock 145 145.00414 Allow for solvant 25 25.00
1/3 hour 214 Plumber 475 19.79 1/3 hour 257 Labourer 325 13.54 203.33
Over heads 28.47Per No 231.80Say Rs 232.00
66/193 Flushing Cistern fixed completelow level '(Ceremics).
4 No 184 Plugs 2 8.001 hour 214 Mason 475 59.381 hour 257 Labourer 325 40.63
414 Allow for cement etc. 25 25.00 1/2 day 214 Plumber 475 237.50 1/2 day 257 Plumber's mate at allow for solvent cement 325 172.50 543.00
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Analysis 1st half - Mullaitivu
Over heads 76.02Per No 619.02Say Rs 619.00
66a/193 Flushing cistern, low level, plasticsupplied and fixed complete.
4 No 184 Plugs 2 8.001 hour 214 Mason 475 59.381 hour 257 Labourer 325 40.63
414 Allow for cement etc. 25 25.001 no 183 Low level plastic cistern 1265 1,265.00
1/2 day 214 Plumber 475 237.50 1/2 day 257 Plumber's mate 325 162.50
417 Allow for cement etc. 10 10.00 1,808.00Over heads 253.12Per No 2,061.12Say Rs 2,061.00
No Qty Unit Code Description Unit Rate Rate Amount86/197 Mirror, bath room type, supplied &
fixed to wall with Rawl plugs andplastic frames.
1 no 141 Mirror with fittings 520 520.00413 Allow for Rawl plugs and screws 50 50.00
2 hour 214 Plumber 475 118.75 688.75Over heads 96.43Per No 785.18Say Rs 785.00
147/214 Shower rose, 3" jet supplied & fixed.
1 no 314 6" Shower rose 500 500.000.25 Hrs 214 Plumber 475 14.840.25 Hrs 257 Labourer 325 10.16 525.00
Over heads 73.50Per No 598.50Say Rs 599.00
153/215 Sink, glazed, earthenware 24"x15"x8"supplied and fixed with waste plug, complete (pedestal paid seperately).
1 no 211 Sink 24"x15"x8" with waste plug & chain 2100 2,100.00413 Allow for transport 50 50.00
1/2 day 214 Plumber 475 237.50 1/2 day 257 labourer 325 162.50
414 Allow for cement 25 25.00 2,575.00Over heads 360.50Per No 2,935.50
Page 115
Analysis 1st half - Mullaitivu
Say Rs 2,936.00
147a/214 Towel rail 2'-0" long 3/4" dia chromiumplated.
1 no 250 Chromium plated towel rail 275 275.001 hour 214 Plumber 475 59.38
414 Allow for rawl plug & screws 25 25.00 359.38Over heads 50.31Per No 409.69Say Rs 410.00
171/219 Soap tray, white porcelain, supplied and fixed to wall with rawl plugs.
1 no 218 Soap tray 173 173.001 hour 214 Plumber 475 59.38
414 Allow for rawl plugs and screws 25 25.00 257.38Over heads 36.03Per No 293.41Say Rs 293.00
No Qty Unit Code Description Unit Rate Rate Amount173/220 Stop cocks, 1/2" supplied & fixed
Plastic L.D. make).
1 no 227 1/2" Stop cock 105 105.00 1/2 hour 214 Plumber 475 29.69 1/2 hour 257 Labourer 325 20.31
413 Allow for solvert cement 50 50.00 205.00Over heads 28.70Per No 233.70Say Rs 234.00
174/220 Stop cocks, 3/4" supplied and fixed.Plastic L.D. make).
1 no 309 3/4" stop cock 134.4 134.40Labour etc. as in Item 173 100.00 100.00 234.40Over heads 32.82Per No 267.22Say Rs 267.00
175/220 Stop cocks, 1" supplied and fixed.Plastic L.D. make).
1 no 310 1" stop cock 145.6 145.60Labour etc. as in Item 173 100.00 100.00 245.60Over heads 34.38Per No 279.98Say Rs 280.00
176/220 Stop cocks, 1 1/4" supplied and fixed.( Plastic L.D. Model )
1 no 311 1 1/4" stop cock 280 280.00
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Analysis 1st half - Mullaitivu
Labour etc. as in Item 173 100.00 100.00 380.00Over heads 53.20Per No 433.20Say Rs 433.00
177/220 Stop cocks, 1 1/2" supplied and fixed.Plastic L.D. make).
1 no 312 1 1/2" stop cock 306 306.00Labour etc. as in Item 173 100.00 100.00 406.00Over heads 56.84Per No 462.84Say Rs 463.00
178/221 Stop cocks, 2" supplied and fixed.Plastic L.D. make).
1 no 313 2" stop cock 372 372.00Labour etc. as in Item 173 100.00 100.00 472.00Over heads 66.08Per No 538.08Say Rs 538.00
No Qty Unit Code Description Unit Rate Rate Amount178a/221 As per Item No. 178a (Gate valve 2")
English make1 No 308 Gate valve 2" 357 357.00
5/8 Hour 214 Plumber 475 296.88 5/8 Hour 257 Mate (labour) 325 203.13
414 Allow for cement 25 25.00 882.00Over heads 123.48Per No 1,005.48Say Rs 1,005.00
178b/221 Non return valve English 2" dia
1 No Non Return Valve English 2" dia. #N/A #N/A 5/8 Hour 214 Plumber 475 37.11 5/8 Hour 257 Mate (labour) 325 25.39
414 Allow for cement 25 25.00 #N/AOver heads #N/APer No #N/ASay Rs #N/A
200/228 Tooth brush holder, chromium plated
supplied and fixed to wall with Rawlplugs.
1 no 248 Tooth brush holder 196 196.001 hour 214 Plumber 475 59.38
414 Allow for Rawl plugs & holder 25 25.00 280.38Over heads 39.25Per No 319.63Say Rs 320.00
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Analysis 1st half - Mullaitivu
292/240 Pipes pvc 1/2" supplied & fixed.Per 100 L.ft.
100 L.ft 7 1/2" pipe 7 700.00Add 25% for specials 175 175.00
2 hour 214 Plumber 475 118.752 hour 257 Labourer 325 81.25
413 Allow for sol. Cement petrol blow lamp etc. 50 50.00 1,125.00Over heads 157.50Per 100 L.ft. 1,282.50Per L.ft 12.83Say Rs 13.00Per L.m 42.07Say Rs 42.00
293/240 Pipes pvc 3/4" supplied & fixed.Per 100 L.ft.
100 L.ft 10 3/4" pipe 12 1,200.00Add 25% for specials 300.00
2 hour 214 Plumber 475 118.752 hour 257 Labourer 325 81.25
413 Allow for sol. Cement petrol blow lamp etc. 50 50.00 1,750.00Over heads 245.00Per 100 L.ft. 1,995.00Per L.ft 19.95Say Rs 20.00Per L.m 65.44Say Rs 65.00
No Qty Unit Code Description Unit Rate Rate Amount294/240 Pipes pvc 1" supplied & fixed 1000 type.
100 L.ft 5 1" pipe 19 1,900.00Add 25% for specials 475.00
1 1/2 day 257 Labourer ( for excavation) 325 487.50 3/4 day 257 Labourer ( for Back Filling) 325 243.75
3 hour 214 Plumber 475 178.133 hour 257 Labourer 325 121.88
413 Allow for sol. Cement petrol blow lamp etc. 50 50.00 3,456.25Over heads 483.88Per 100 L.ft. 3,940.13Per L.ft 39.40Say Rs 39.00Per L.m 129.24Say Rs 129.00
294a/240 pipes pvc 1" supplied & fixed 600 type.
100 L.ft 6 1" pipe 11 1,100.00Add 25% for specials 275.00
1 1/2 day 257 Labourer 325 487.50 3/4 day 257 Labourer 325 243.75
3 hour 214 Plumber 475 178.133 hour 257 Labourer 325 121.88
413 Allow for sol. Cement petrol blow lamp etc. 50 50.00 2,456.25Over heads 343.88Per 100 L.ft. 2,800.13Per L.ft 28.00
Page 118
Analysis 1st half - Mullaitivu
Say Rs 28.00Per L.m 91.84Say Rs 92.00
295/240 Pipes pvc 1 1/4" supplied & fixed 1000 type.
100 L.ft 3 1 1/4" pipe 28 2,800.00Add 25% for specials 700.00Labour for Exc. & Refill as Per 294 731.25 731.25
4 hour 257 Plumber 325 162.504 hour 214 Labourer 475 237.50
413 Allow for sol. Cement petrol blow lamp etc. 50 50.00 4,681.25Over heads 655.38Per 100 L.ft. 5,336.63Per L.ft 53.37Say Rs 53.00Per L.m 175.04Say Rs 175.00
No Qty Unit Code Description Unit Rate Rate Amount295a/240 Pipes pvc 1 1/4" supplied & fixed 600 type.
100 L.ft 4 1 1/4" pipe 20 2,000.00Add 25% for specials 500.00Labour for Exc. & Refill as Per 294 731.25 731.25
4 hour 214 Plumber 475 237.504 hour 257 Labourer 325 162.50
413 Allow for sol. Cement petrol blow lamp etc. 50 50.00 3,681.25Over heads 515.38Per 100 L.ft. 4,196.63Per L.ft 41.97Say Rs 42.00Per L.m 137.65Say Rs 138.00
296/241 Pipes pvc 1 1/2" supplied & fixed.
Excavation & Refilling as in Item 294 731.25 731.25100 L.ft 1 1 1/2" pipe (1000 type) 42 4,200.00
Add 25% for specials 1,050.004 hour 214 Plumber 475 237.504 hour 257 Labourer 325 162.50
413 Allow for sol. Cement petrol blow lamp etc. 50 50.00 6,431.25Over heads 900.38Per 100 L.ft. 7,331.63
73.32Say Rs Per L.ft 73.00
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Analysis 1st half - Mullaitivu
240.48Say Rs Per L.m 240.00
296a/241 pvc pipe 1 1/2" (1000 type) supplied &fixed with out excavation.
As per Item 296 6,431.25 6,431.25Less Excavation 294 731.25 5,700.00Over heads 798.00Per 100 L.ft. 6,498.00
64.98Say Rs Per L.ft 65.00
213.13Say Rs Per L.m 213.00
296b/241 pvc pipe 1 1/2" (600 type) supplied &fixed with excavation.
100 L.ft 2 1 1/2" pvc 600 type 27 2,700.0025% Specials 675.00Labour & etc as per 294 731.25 731.25 4,106.25Over heads 574.88Per 100 L.ft. 4,681.13Per L.ft 46.81Say Rs 47.00Per L.m 153.54Say Rs 154.00
No Qty Unit Code Description Unit Rate Rate Amount296c/241 pvc pipe 1 1/2" (600 type) supplied &
fixed with out excavation.As per Item 296b 4,106.25 4,106.25Less Excavation as per 294 731.25 3,375.00Over heads 472.50Per 100 L.ft. 3,847.50Per L.ft 38.48Say Rs 38.00Per L.m 126.20Say Rs 126.00
297/241 Pipes pvc 2" (1000 type) supplied & fixed.With excavationExcavation & Refilling as in Item 294 731.25 731.25
100 L.ft 8 2" pipe 73 7,300.00Add 25% for specials 1,825.00
5 hour 214 Plumber 475 296.885 hour 257 Labourer 325 203.13
414 Allow for sol. Cement petrol blow lamp etc. 25 25.00 10,381.25Over heads 1,453.38Per 100 L.ft. 11,834.63Per L.ft 118.35Say Rs 118.00Per L.m 388.18Say Rs 388.00
Page 120
Analysis 1st half - Mullaitivu
297a/241 pvc pipe 2" (1000 type) supplied &fixed with out excavation.As per Item 297 10,381.25 10,381.25Less Excavation 294 731.25 9,650.00Over heads 1,351.00Per 100 L.ft. 11,001.00Per L.ft 110.01Say Rs 110.00Per L.m 360.83Say Rs 361.00
297b/241 pvc pipe 2" (600 type) supplied &fixed with excavation.
100 L.ft 9 2" pvc (600 type) 44 4,400.0025% Specials 1,100.00Labour & etc. As per 294 731.25 6,231.25Over heads 872.38Per 100 L.ft. 7,103.63Per No 71.04Say Rs 71.00Per L.m 233.00Say Rs 233.00
No Qty Unit Code Description Unit Rate Rate Amount297c/241 pvc pipe 2" (600 type) supplied &
fixed with out excavation.
As per Item 297b 6,231.25 6,231.25Less Excavation as per 294 731.25 5,500.00Over heads 770.00Per 100 L.ft. 6,270.00Per L.ft 62.70Say Rs 63.00Per L.m 205.66Say Rs 206.00
310/243 Eaves gutters 6" square type pvc fixedwith PVC brackets. (1' - 6 " Crs)Per 24.0 L.ft
24.5 L.ft 161 PVC gutter 6" 38.5 943.251 No 157 End cap 44.8 44.80
1/2 No 159 Mitre joint 164 82.001 1/2 No 158 Gutter joiners 51.5 77.25
17 Nos. 317 pvc gutter brackets 9.2 156.401 No 160 running head 107 107.001 tin 318 50 grm solvent cement 43 43.003 doz 40c 3/4" screws Brass 31.5 94.50
415 Allow for scaffolding 100 100.002 hour 214 Plumber 475 118.75
Page 121
Analysis 1st half - Mullaitivu
2 hour 257 Labour 325 81.25 1,848.20Over heads 258.75Per 24 L.ft. 2,106.95Per L.ft 87.79Say Lft 88.00Per Lm 287.95Say Lm 288.00
311/244 Down Pipe 3 1/2" Dia P.V.C Fixed withWooden Plug to wall etc.Per 24.0 L.ft
2 length 370 3 1/2" Dia PVC Pipe 416 832.001 No 371 Socket 3 1/2" Dia 47.25 47.252 No 368 Bends 3 1/2" Dia 64 128.002 No 372 Elbow 3 1/2" Dia 64 128.004 No 21 Wooden Block 5 20.004 No 373 Clips 3 1/2" Dia 9.5 38.00
0.66 Doz 40c 3/4" Brass Screw 31.5 20.791 1/2 tin 318 50 grs solvent ct. 43 64.50
Allow for scaffolding 16.252 hrs 214 Plumber 475 118.752 hrs 257 labours 325 81.252 hrs 214 mason 475 118.752 hrs 257 labours 325 81.25 1,694.79
Over head 237.27Per 24.0 L.ft 1,932.06Per L.ft 80.50Say Per L.ft 81.00Per .L.m 264.05 Say Per .L.m 264.00
No Qty Unit Code Description Unit Rate Rate Amount5/245 Drains, pvc 400 type 4" laid on cement
concrete 6" thick upto 2'-0" depth ofinvert including excavation and cementconcrete haunching (1:3:6 - 1" metal).Per 100 L.ft.
5 cube Excavation & refilling concrete 545.63 2,728.13 bed 16"x6" comes from item 2/13
0.67 cube Cement concrete(1:3:6) 1"as per item 2c/16 18,731.00 12,549.770.10 cube Concrete (1:2:4) 3/4" 21,645.00 2,164.50
Add 50% on Labour as item 5/16 1,537.50 1,537.501 1/2 day 214 Plumber 475 712.501.5 day 257 Mate (labour) 325 487.50
Allow for solvent cement 50 50.00 1/2 day 214 Plumber 475 237.50 1/2 day 257 Mate (labour) 325 162.50100 L.ft 169 pvc 4" pipe (400 type) including transport 107 10,700.00 31,329.90
Over heads 4,386.19Per 100 L.ft. 35,716.08Per No 357.16Say Lft 357.00Per Lm 1,171.49Say Lm 1,171.00
Page 122
Analysis 1st half - Mullaitivu
311a/244 PVC 4" ( 600 type ) pipe supplied and fixed on wallsPer 24 L.ft
24 L.ft 168 PVC 4" ( 600 type ) pipe 48.5 1,164.00Add 25% for specials & clips , plugs etc. 291.00
4 Hrs 214 Plumber 475 1,900.004 Hrs 257 Labourer 325 1,300.00
413 Allow for solvent cement 50 50.00Allow for scaffolding 65.00 4,770.00Over heads 667.80Per 24 L.ft 5,437.80Per L.ft 226.58Say Rs 227.00Per L.m 743.17Say Rs 743.00
13/246 Gulley pvc 6" supplied & fixed includinggulley box.
1 no 90 6" Gulley box 290 290.00 1/4 hour 257 Labourer 325 10.16
2 hour 214 Mason 475 118.752 hour 257 Labourer 325 81.25
413 Allow for cement,metal & sand 50 50.00 550.16Over heads 77.02Per No 627.18Say Rs 627.00
No Qty Unit Code Description Unit Rate Rate Amount18/247 Manhole 2'x2' and upto 2'-0" deep, 9"
thick brick in cement 1:3 walls & cementrendered 1/2" (1:2) with 6" cement conc.foundation 1:3:6 (1" metal) includingforming channels but without cover.
1/2 day 257 Labourer digging & transporting surplus 325 162.50250 Nos. 41 Bricks 5.7 1,425.00
6 C.ft 136 1" Metal 8470 508.2010 C.ft 197 Sand 2100 210.002 cwt 46 Cement 520 1,040.001 day 214 Mason 475 475.002 day 257 Labourer 325 650.00 4,470.70
Over heads 625.90Per No. 5,096.60Say Rs 5,097.00
19/247 Manhole 3'6"x2'3" & 2'0" to 4'0" deep - do - - do -.
1/2 day 257 2 Labourers digging & transporting soil 325 325.00500 Nos. 41 Bricks 5.7 2,850.000.10 Cube 136 1" Metal 8470 847.00
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Analysis 1st half - Mullaitivu
0.17 Cube 197 Sand 2100 357.003 1/4 Cwt 46 Cement 520 1,690.001 1/2 day 214 Mason 475 712.50
3 day 257 Labourer 325 975.00 7,756.50Over heads 1,085.91Per no 8,842.41Say Rs 8,842.00
20/248 Manhold 3' 6" x 2' 3" & 4' to 6' deep 9" thick -do -do-
1 day 257 2 labours digging & transporting soil 325 325.00875 No 41 Bricks 5.7 4,987.500.1 Cube 136 1" Metal 8470 847.00
0.26 Cube 197 Sand 2100 546.004 1/2 Cwt 46 Cement 520 2,340.002 1/2 day 214 Mason 475 1,187.50
5 day 257 Labourer 325 1,625.00 11,858.00Over heads 1,660.12Per no 13,518.12Say Rs 13,518.00
No Qty Unit Code Description Unit Rate Rate Amount23/248 Manhole cover reinforced concrete 3"
thick 2'-0x2'-0" approx. supplied & fixedreinforced with 1/4" dia M.S.rods at3" centres both ways.
1 C.ft 138 metal ( 3/4") 8830 88.30 1/2 C.ft 197 Sand 2100 10.500.20 Cwt 46 Cement 520 104.000.05 cwt 249 Steel rods 4330 216.50
413 Allow for binding wire use of moulds etc. 50 50.00 1/2 hour 214 Smith 475 29.69
2 hour 257 Mate (labour) 325 81.252 hour 214 Mason 475 118.75 698.99
Over heads 97.86Per No 796.85Say Rs 797.00Per 4 sq.ft (per no) 797.00Per sq.ft 199.25Say Rs 199.00
26/249 Wire dome for 2" pipe supplied and fixed
Page 124
Analysis 1st half - Mullaitivu
1 No 270 Dome for 2" pipe 60 60.000.25 Hrs 214 Plumber 475 14.84 74.84
Over heads 10.48Per no 85.32Say Rs 85.00
1/D 110mm PVC inspection joint supplied and fixed
1 No 162 110mm PVC inspection joint 367.5 367.500.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31
413 Allow for solvent cement 50 50.00 467.50Over heads 65.45Per No 532.95Say Rs 533.00
2/D 110mm PVC inspection "Y" joint supplied and fixed1 No 163 110mm PVC "Y" inspection joint 436 436.00
0.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31
Allow for solvent cement 50 50.00 536.00Over heads 75.04Per No 611.04Say Rs 611.00
3/D 110mm PVC Bend ( 11 Deg.) supplied and fixed1 No 164 110mm PVC Bend ( 11 Deg.) 115.5 115.50
0.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31
Allow for solvent cement 50 50.00 215.50Over heads 30.17Per No 245.67Say Rs 246.00
No Qty Unit Code Description Unit Rate Rate Amount4/D 110mm PVC Bend ( 22 Deg.) supplied and fixed
1 No 165 110mm PVC Bend ( 22 Deg.) 119 119.000.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31
Allow for solvent cement 50 50.00 219.00Over heads 30.66Per No 249.66Say Rs 250.00
5/D 110mm PVC Bend ( 60 Deg.) supplied and fixed
1 No 166 110mm PVC Bend ( 60 Deg.) 199.5 199.500.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31
Allow for solvent cement 50 50.00 299.50Over heads 41.93Per No 341.43Say Rs 341.00
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Analysis 1st half - Mullaitivu
6/D 110mm PVC Bend ( 88 Deg.) supplied and fixed
1 No 167 110mm PVC Bend ( 88 Deg.) 325.5 325.500.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31
Allow for solvent cement 50 50.00 425.50Over heads 59.57Per No 485.07Say Rs 485.00
7/D 110mm PVC "T" Junction supplied and fixed
1 No 364 110mm PVC "T" Junction 552.5 552.500.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31
Allow for solvent cement 50 50.00 652.50Over heads 91.35Per No 743.85Say Rs 744.00
8/D 110mm PVC "Y" Joint supplied and fixed
1 No 365 110mm PVC "Y" Joint 525 525.000.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31
Allow for solvent cement 50 50.00 625.00Over heads 87.50Say Rs 713.00
No Qty Unit Code Description Unit Rate Rate Amount9/D 50mm Bottle trap supplied and fixed
1 No 366 50mm Bottle trap 165 165.000.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31
Allow for solvent cement 50 50.00 265.00Over heads 37.10Say Rs 302.00
10/D 110mm PVC Inspection bend supplied and fixed
1 No 367 110mm PVC Inspection Bend 388.5 388.500.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31
Allow for solvent cement 50 50.00 488.50Over heads 68.39Say Rs 557.00
11/D 63mm PVC "Y" Joint supplied and fixed
Page 126
Analysis 1st half - Mullaitivu
1 No 63mm PVC "Y" Joint 0 0.000.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31
414 Allow for solvent cement 25 25.00 75.00Over heads 10.50Say Rs 86.00
12/D 110mm PVC Elbow supplied and fixed
1 No 369 110mm PVC Elbow 301 301.000.5 Hrs 214 Plumber 475 29.690.5 Hrs 257 Labourer 325 20.31
413 Allow for solvent cement 50 50.00 401.00Over heads 56.14Say Rs 457.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVUMISCELLANEOUS
No Qty Unit Code Description Unit Rate Rate Amount6/251 Fence barbed wire ,14 gauge,
4 points, 3" sparts, supplied and fixed in existing timber posts with G.I staples.Per 100.0 L.ft.
100 L.ft 20 Barbed wire 2.5 250.001 Doz 225 Staples 20 20.001 Hr 214 Fitter 475 59.381 Hr 257 Labourer 325 40.63 370.00
14% Over Heads 51.80Per 100.0 L.ft 421.80Per L.ft 4.22Say Rs. 4.20Per L.m 13.84
Page 127
Analysis 1st half - Mullaitivu
Say Rs. 13.80
15/253 Intermediate fence posts or structs, cementconcrete 1:1 1/2:3(3/4") reinforced with 4 Nos. 1/4 dia. M.S.rods 5'-7" high square section 4" to 6" fixed complete as perdrawing No.68 of 22.07.1936.Per Post
1 Cu.ft 138 3/4" Metal 8830 88.300.5 Cu.ft 197 Sand 2100 10.50
0.25 Cwt 46 Cement 520 130.000.04 cwt 140 1/4" rods 4240 169.600.5 Ibs 31 14 B.W.G wire 40 20.001 hr 214 Black smith cutting rods and bind wire 475 59.381 hr 214 Mason, cleaning moulds filling and removing 475 59.382 hrs 257 Labourer assisting mason 325 81.25
414 Allow for moulds 25 25.00414 Allow for curing 25 25.00
0.5 hr 257 Fixing in ground 2 labours 325 40.63 709.0314% Over heads 99.26Per Post 808.29Say Rs 808.00
16/253 - do - - do - 7'6" high - do -.Per Post.
1.25 C.ft 138 3/4" Metal 8830 110.380.625 C.ft 197 Sand 2100 13.130.34 Cwt 46 Cement 520 176.800.04 cwt 140 1/4" rods 4240 169.600.75 Ibs 31 14 B.W.G wire 40 30.00
Labour & mould etc as in item 15 290.63 290.63 790.5314% Over heads 110.67Per Post 901.20Say Rs 901.00
No Qty Unit Code Description Unit Rate Rate Amount17/253 End post and strut for Type barbed wire
fence fixed complete in cement concreteas per Drg. 68 of 1936.Per set
7 Cu.ft 135 1 1/2" Metal 8020 561.403.25 Cu.ft 138 3/4" Metal 8830 286.98
6 Cu.ft 197 Sand 2100 126.001.75 Cwt 46 Cement 520 910.000.32 Cwt 140 M.S.rods 4240 1,356.80
1 Ib 31 14 B.W.G wire 40 40.003 hrs 214 Black smith 475 178.133 hrs 214 Mason 475 178.136 hrs 257 Labourer 325 243.75
414 Allow for moulds 25 25.00414 Allow for curing 25 25.00
1/3 hrs 257 Labour - excavation foundation 325 13.54
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Analysis 1st half - Mullaitivu
2 hrs 214 Mason 475 118.754 hrs 257 Labour - planning posts 325 162.50 4,225.97
14% Over heads 591.64Per Post 4,817.60Say Rs 4,818.00
No Qty Unit Code Description Unit Rate Rate Amount18/254 Fence barbed wire, 7 strands 14
B.W.G with 4 points at 3" centres andR.C.C posts (1:2:4) 3/4" metal reinforcedwith 4 Nos. 1/4 rods with 14 B.W.G stirrups at 8" centres including post to be fixed at 8'-0 crs' excavation cement concrete foundation '1:3:6(1 1/2") metal to corner posts and 'structs and straining bolts, all as per type 'plan 68 of 22.07.1936 structs to be 'reinforced with 4 Nos. 3/8" rods and 'corner posts with 4 Nos. 1/2" rods. ( including white washing 2 coats)Per 100.0 L.ft (with corner post).
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Analysis 1st half - Mullaitivu
End post and strut as in item 17 4,225.97 4,225.9712 Nos. Intermediate post - do - 15 709.03 8,508.30
700 L.ft 20 Barbed wire 2.5 1,750.0075 Nos. 76a G.I.Hook bolts 6.5 487.501 day 214 Fitter 475 475.001 day 257 2 Labourers 325 650.00
add for 1 strut.0.1 cwt 140 Steel 4240 424.001 Cu.ft 138 3/4" Metal 8830 88.30
2/5 Ibs 31 Wire 14 BWG 40 16.001 Cu.ft 135 1 1/2" Metal 8020 80.20
1 Cu.ft 197 Sand 2100 21.000.44 Cwt 46 Cement 520 228.80
Labourer and moulds as in Item 15 290.63 290.630.5 hr 214 Mason 475 29.690.5 hr 257 2 Labourers 325 40.637 Nos. 224 Straining bolts 112 784.00
1.5 Sqr White washing 104.90 157.35 18,257.3514% Over heads 2,556.03Per 100.0 L.ft 20,813.38Per L.ft 208.13Say Rs 208.00Per L.m 682.68Say Rs 683.00
18A/254 - Do - - do - - do - - do - 8 Strands - do - - do - - do - - do - - do -Per 100 L.ftAs in Item no 18 18,257.35 18,257.35
100 L.ft 20 Barbed wire 2.5 250.001 No 224 Straining balts 112 112.00
11 No 76a G I hooks 6.5 71.502.5 Hrs 257 Labourer 325 101.56 18,792.42
Overheads 2,630.94Per 100 L.ft 21,423.35Per L.ft 214.23Say Rs 214.00Per L.m 702.69Say Rs 703.00
No Qty Unit Code Description Unit Rate Rate Amount19/254 Straining Bolts 1/2" dia made and fixed
18" long (Approx).
0.01 cwt 249 1/2" rods 4330.00 43.301 No 264 1/2" Nut & Washers 3.00 3.002 hrs 215 Blacksmith 475.00 118.752 hrs 257 Labour 325.00 81.25
417 Allow for coal etc. 10.00 10.00 256.3014% Over heads 35.88Per No 292.18Say Rs 292.00
21/255 Well, bailing out water 5' to 7' dia. Upto20' depth including cleaning well.
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Analysis 1st half - Mullaitivu
Say 5'-0" depth of water3 hrs 257 4 Labourers (1 1/2 day ) 325.00 487.50 487.50
14% Over heads 68.25Per 5 L.ft 555.75Per L.ft depth 111.15Say Rs 111.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVUANGLE IRON
No Qty Unit Code Description Unit Rate Rate Amount1/A Supplying and fixing 50mmx50mmx6mm thick
Angle iron purlin fixed to wall at not exeeding 900mm centres and joints should be bolted with2Nos 12mm dia bolts and nuts other site welding with cleats minimum length 450mm in next reduced angle iron including two coats of Anticorrosive paintas directed & including anchoring purlins with 2 nos10mm tor steel welded to purlins where ever necessary andwith 1:2:4 concreting.
Page 131
Analysis 1st half - Mullaitivu
Per 100 L.ft100 L.ft 344 2"x2"x1/4" Angle iron 85 8,500.007.5 l.ft 345 1'-6" long 1 1/2"x1 1/2"x1/4" Angle iron 56.5 423.75
Cutting0.25 Day 215 Blacksmith 475 118.750.25 Day 257 Labourer 325 81.2510 Nos 352 1/2"x1" Bolts & Nuts with washer 6 60.0010 Nos 348 Making holes 20 200.00
Hoisting & Placing0.5 Day 215 Blacksmith 475 237.500.5 Day 257 Labourer 325 162.50
0.70 Sqr Two coats of Anticorrosive paint 540.51 378.35413 Transport and Scaffolding cost 50 50.00
Welding charge with electricity 300.00Allow for concreting etc(25% of men) 100.00 10,612.1014% Overheads 1,485.69Per 100 L.ft 12,097.80Per L.ft 120.98Say Rs 121.00Per L.m 396.81Say Rs 397.00
2/A 62.5mmx62.5mmx6mm Angle iron purlin -'do- -do-Per 100 L.ft
100 L.ft 346 2 1/2"x2 1/2"x1/4" Angle iron 102.5 10,250.007.5 l.ft 344 1'-6" long 2"x2"x1/4" Angle iron 85 637.50
Cutting0.25 Day 215 Black smith 475 118.750.25 Day 257 Labourer 325 81.2510 Nos 352 1/2"x1" Bolts & Nuts with washer 6 60.0010 Nos 348 Making holes 20 200.00
Hoisting & Placing0.5 Day 215 Black smith 475 237.500.5 Day 257 Labourer 325 162.500.9 Sqr Two coats of Anticorrosive painting 540.51 486.45
413 Transport and scaffolding cost 50 50.00Allow for concreting etc(25% of men) 100.00Welding charge with electricity 300.00 12,683.9514% overheads 1,775.75Per 100 L.ft 14,459.71Per L.ft 144.60Say Rs 145.00Per L.m 474.28Say Rs 474.00
No Qty Unit Code Description Unit Rate Rate Amount3/A 75mm x 75mm x 6mm Angle Iron purlin
-do- -do-100 L.ft 347 75mmx75mmx6mm Angle Iron 125 12,500.007.5 l.ft 346 1" -6" long 62.5mmx62.5mmx6mm Angle Iron 102.5 768.75
Cutting3 Hrs. 215 Black Smith 475 178.133 Hrs. 257 Labourer 325 121.88
10 Nos. 352 1/2" x 1" Bolts & Nuts with washer 6 60.0010 Nos. 348 Making holes 20 200.00
Hoisting & placing0.5 Day 215 Black smith 475 237.50
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Analysis 1st half - Mullaitivu
0.5 Day 257 Labourer 325 162.501.0 Sqr. Two coats of Anticorrosive painting 540.51 540.51
413 Transport and Scaffolding cost 50 50.00Allow for concreting etc(25% of men) 100.00
411 Welding charge cost with electricity 300 300.00 15,219.26Add 14% 2,130.70Per 100 l.ft cost 17,349.95Per L.ft. 173.50Say Rs. 173.00Per L.m. 569.08Say Rs. 569.00
4/A End Truss-2/50mm x 50mm x 6mmPer 7'-0" including 1:2:4(3/4) concreting 2nos12mm dia 9" long welded to end trusswith 2 coats of anticorrosive paint
14 L.ft. 344 2/7' -0" - 50mm x 50mm x 6mm Angle iron 85 1,190.000.02 cwt 249 12mm dia 9" long Tor steel rods. 4330 86.602.25 L.ft. 344 0'-9" long cleats 50mm x 50mm x 6mm 85 191.25
Cutting0.25 Day 215 Black Smith 475 118.750.25 Day 257 Labourer 325 81.25
Hoisting & PlacingAllow for hoisting 60 60.00
0.1 Sqr. Two coats of Anticorrosive painting 540.51 54.05413 Transport and Scaffolding cost 50 50.00411 Welding charge cost with electricity 300 300.00
allow for 1:2:4(3/4") con. Etc 100 100.00 2,231.90Add 14% 312.47Per 7 L.ft cost 2,544.37Per L.ft 363.48Say Rs. 363.00Per L.m 1,192.22Say Rs. 1,192.00
No Qty Unit Code Description Unit Rate Rate Amount5/A End Truss-2/62.5mm x 62.5mm x 6mm
-do- -do-Per 7'-0"
14 L.ft. 346 2/7' -0" - 62.5mm x 62.5mm x 6mm Angle iron 102.5 1,435.00As in Item no 4/A 1,041.90 1,041.90 2,476.90Add 14% 346.77Per 7 L.ft cost 2,823.67Per L.ft 403.38Say Rs. 403.00per l.m 1,323.09
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Analysis 1st half - Mullaitivu
Say Rs. 1,323.00
6/A End Truss-2/75mm x 75mm x 6mm -do- -do-Per 7'-0"
14 L.ft. 347 2/7' -0" - 75mm x 75mm x 6mm Angle iron 125 1,750.00As in Item no 4/a 1,041.90 1,041.90 2,791.90Add 14% 390.87Per 7 L.ft cost 3,182.77Per L.ft 454.68Say Rs. 455.00Per L.m 1,491.35Say Rs. 1,491.00
7/A 25mm x 6mm - Flat Iron - 1'-0" longweld to end purlin as bracket to fix valanceboard with two coats of anticorrosive paint & bolts & nutsPer 50 Nos.
50 l.ft 351 1'-0" long 1"-1/4" flat iron 15 750.00Cutting and making holes
0.5 Day 215 Black Smth 475 237.500.5 Day 257 Labourer 325 162.50
Hoisting & PlacingWelding charge including electricity 300 300.00Transport and scaffolding cost 50 50.00
0.1 Sqr. Two coats of Anticorrosive painting 540.51 54.0550 nos allow for bolts & nuts 5.00 250.00 1,804.05
Add 14% 252.57Per 50 Nos. cost 2,056.62Per No. 41.13Say Rs. 41.00
8/A 31mm x 6mm - Flat Iron - 1'-0" long - do- -do-Per 50 Nos.
50 l.ft 374 1'-0" long 1 1/4"x1/4" flat iron 22.00 1,100.00As in Item No 7/A 1054.05 1,054.05 2,154.05Add 14% 301.57Per 50 Nos. cost 2,455.62Per No. 49.11Say Rs. 49.00
No Qty Unit Code Description Unit Rate Rate Amount9/A 2/3" x 3" x 1/4"(2/75mm x 75mm x 6mm)
angle iron slope beam including 1:2:4(3/4")concreting with 2 nos 16mm 9" long with2 coats of anticorrosive painting rag bolt fixed to base plate 9"x9"x10mm & 9" longnecessary cleatsPer 20'
40 L.ft 347 (2/20'-0") double Angle Iron ( 75 x 75 x 6 ) 125 5,000.00
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Analysis 1st half - Mullaitivu
3.5 l.ft 347 0'-6" long cleats 3" x 3" x 1/4" 125 437.502 Nos. 376 9" x 9" 3/8" M.S.base plate 110 220.004 Nos. 96a 16 mm 9" Rag bolt 140 560.00
Cutting0.5 Day 215 Black Smith 475 237.500.5 Day 257 Labourer 325 162.50
Hoisting & Placing
0.5 Day 257 Labourer 325 162.501.50 Sqr. Two coats of Anticorrosive paint 540.51 810.76
Transport and scaffolding cost 50.00 50.00Welding charge cost with electricity 300 300.00 7,940.76Add 14% 1,111.71Per 20 l.ft cost 9,052.46Per L.ft 452.62Say Rs. 453.00Per L.m 1,484.60Say Rs. 1,485.00
10/A Supplying & fixing 'H' iron 6" x 3" 6mmwith necessary cleats to housing props including 2 coats of anticorrosive paintingPer 16'-0"
19.5 L.ft H' Iron #N/A #N/ACutting and welding cleasts
3 hr 215 Black Smith 475 1,425.003 hr 257 Labourer 86.00 258.00
Hoisting & placing0.25 Day 257 2 'Labourer 325 81.25
Welding charge with electricity 300 300.000.40 Sqr. Two coats of Anticorrosive painting 540.51 216.20 #N/A
Add 14% #N/APer 16 L.ft cost #N/APer l.ft #N/ASay Rs. #N/APer L.m #N/ASay Rs. #N/A
No Qty Unit Code Description Unit Rate Rate Amount11/A Supplying & fixing ' H ' Iron 8" x 4"
(6mm) with necessary cleats -do -Per 16'-0"
19.5 L.ft. 350 H ' Iron 0 0.00Cutting and welding
0.5 Day 215 Black smith 475 237.500.5 Day 257 Labourer 325 162.50
Page 135
Analysis 1st half - Mullaitivu
Hoisting & placing0.25 Day 257 2 'Labourer 325 162.50
Welding charge with electricity 300 300.000.5 Sqr. Two coats of Anticorrosive painting 540.51 270.25 1,132.75
Add 14% 158.59Per 16 L.ft cost 1,291.34Per L.ft 80.71Say Rs. 81.00Per L.m 264.72Say Rs. 265.00
GATE WITH PILLARS
No Qty Unit Code Description Unit Rate Rate Amount12/A G.I. Gate with 12'-0" x 4'-6" hight 2 Nos sashes made
out of 1 1/2" dia G.I. heavy quality frame with
6mm M.S. rod welded 3" c/c both ways all as per
Drg. No. 409853 fixed with 9" x 9" RCC pillar in
1:2:4(3/4") concrete 4Y12 reinforced and R6 at 6" crs.
stirrups rate include for Excavation base concrete
footing R/F with
Y10 @ 8" c/c both way 5/8" thick 1:4 plastering 4 Nos. pintol
and stirrups locking divice barrel bolt etc. and 2 coats
Anticorrosive paint and 2 coats enamel paint
& 2 coats ofwhite washing to pillers as directed
Per Pillar
0.32 Cube Excavation 622.00 199.040.13 Sqr. Lean concrete 1:3:6 (1") 5,338.25 693.970.04 Cube Footing concrete 1:2:4 (3/4") 25,416.00 1,016.640.07 Cube Column concrete 1:2:4 (3/4") 25,416.00 1,779.120.36 Sqr. Shuttering 5,979.78 2,152.720.17 Cwt. Footing 10mm tor steel 6,159.00 1,047.030.34 Cwt. Shaft 12mm tor steel 6,387.00 2,171.580.09 Cwt. Reinforcement (M.S. Rods) 6,275.00 564.750.36 Sqr. Plastering 1,681.00 605.160.36 Sqr. Colour washing 208.00 74.88
10,304.89per pillars 10,305.002 Nos. Pillars 20,610.00Allow for 'Painting 700.00Allow'Fixing Charges 300.00Gate sash (12'-0" x 4'-6")14% Overheads for Gate only 0.00
* #VALUE!say per 2 pillars #VALUE!Say Rs.
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU ALUMINIUM WORK
No Qty Unit Code Description Unit Rate Rate AmountLabour Distribution for aluminium workPer 10 S.ft
0.75 Day 215 Sp.skilled Labourer 475 356.25
Page 136
Analysis 1st half - Mullaitivu
1 Day 257 Un skilled labourer 325 325.00Per 10 S.ft 681.25Labour rate per S.ft 68.13
1/AL Aluminium Partition
Size 11' 0" x 7' 0" = 77 S.ft39.6 L.ft 385 Mian frame 70S-3002-1 85 3,366.008.8 L.ft 399 Mild frame PT-5157 56.3 495.44
27.5 L.ft 400 2" x 1" Box iron P-1113 40.75 1,120.6332 S.ft 405 5mm Tintaed glass 60 1,920.00
52.8 S.ft 406 6mm Plywood (Marin) 20.85 1,100.8852.8 S.ft 407 Formica sheet 18 950.4035.2 L.ft 388 Glass beading 100D - 1917 32.8 1,154.5635.2 L.ft 387 Glass beading 100D - 1914 24.3 855.3617.6 L.ft 398 Beading bottom PT - 5154 30.5 536.8019.8 L.ft 397 M.Channel beading PT - 5153 12.8 253.44
Door15.4 L.ft 384 Vertical frame 70S - 1704 - A 79.4 1,222.763.3 L.ft 401 Mild frame 80S-1801 57.85 190.913.3 L.ft 383 Bottom Horri 70S - 1503 - A 78.1 257.733.3 L.ft 382 Top Horri 70S -1402 - 1 52.9 174.577.7 L.ft 379 Top rail 70S - 1002 -1 64.6 497.427.7 L.ft 380 Bottom rail 70S - 1102 - 1 44.5 342.657.7 L.ft 381 Lock vertical rail 70S - 1202 - 1 46.4 357.289.9 S.ft 406 6mm plywood sheet 20.85 206.42
13.2 S.ft 405 5mm Tinted glass 60 792.0019.8 S.ft 407 Formica sheet 18 356.401.0 No 403 Lock alfa 750 750.00
Allow for rubber gacscut reverd brass screws, celicone sealent etc. 10% 1,690.16
77 Sft Labourer 68.13 5,245.63 23,837.42Overheads 3,337.24Per 77 Sq.ft 27,174.66Per Sq.ft 352.92Say per S.ft 353.00Say per m2 3,797.00
No Qty Unit Code Description Unit Rate Rate Amount2/AL Aluminium Casement with project
Size 4' 0"x5' 6" = 22 S.ft20.9 L.ft 394 Side frame CA - 1001 84.3 1,761.87
10.45 L.ft 395 Midle frame CA - 1002 134.2 1,402.3941.8 L.ft 396 Sash frame CA-2001-A 88.9 3,716.02
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Analysis 1st half - Mullaitivu
41.8 L.ft 387 Beading 100D-1914 24.3 1,015.7424.2 S.ft 405 Tinted glass 5mm 60 1,452.00
Allow for bar hinges, selicone rubbergasscut brass screws riveres etc. 10% 934.80
22 S.ft Labourer 68.13 1,498.75 11,781.57Overheads 1,649.42Per 22 S.ft 13,430.99Per S.ft 610.50Say Per S.ft 610.00Say per m2 6,569.00
3/AL Aluminium Door frame only
Size 7'-0" x 3'-0" = 21 S.ft18.7 L.ft 385 Side frame 70S - 3002 - 1 85 1,589.5011.0 L.ft 386 Beading 70D - 1910 24.3 267.30
Allow for revert 10% 185.680.75 Day 215 Sp.skilled Labourer 475 356.250.75 Day 257 Un skilled Labourer 325 243.75 2,642.48
14% Overhead 369.95Per 21 Sft 3,012.43Per Sft 143.45Say per S.ft 143.00Say per m2 1,544.00
4/AL Aluminium door fully glazed double hung
Size 6' 6"x 5' 0" = 32.5 Sq.ft14.3 L.ft 392 Side vertical member 100D - 3502 148.7 2,126.4114.3 L.ft 393 Vertical lock member 100D - 3503-A 160.9 2,300.875.5 L.ft 391 Bottom rail member 100D-3207 169 929.505.5 L.ft 390 Top rail member 100D-3203 129.1 710.055.5 L.ft 389 Mid lock rail 100D-3004-A 124.5 684.75
50.6 L.ft 387 Beading 100D-1914 24.3 1,229.581.0 No 403 Lock 750 750.002 Pair 402 Handle 350 700.002 No 404 Door closer 1645 3,290.00
35.75 S.ft 405 5mm glass 60 2,145.0019.8 L.ft 385 Door frame 70S - 3002 - 1 85 1,683.0019.8 L.ft 386 Beading 70D - 1910 24.3 481.14
Allow 10% 1,703.0332.5 S.ft Labourer 68.13 2,214.06 20,947.39
14% Overhead 2,932.63Per 32.5 S.ft 23,880.03Per S.ft 734.77Say per S.ft 735.00Say per m2 7,906.00
No Qty Unit Code Description Unit Rate Rate Amount5/AL Al Double hung Door with panneled and
glazed
Size 6' 6" x 5' 0" = 32.5 Sq.ft14.3 L.ft 392 Side vertical member (sash) 100D - 3502 148.7 2,126.41
Page 138
Analysis 1st half - Mullaitivu
14.3 L.ft 393 Vertical lock member 100D - 3503 A 160.9 2,300.875.5 L.ft 391 Bottom rail 100D - 3207 169 929.505.5 L.ft 390 Top rail 100D - 3203 129.1 710.055.5 L.ft 389 Mild Lock rail 100D - 3004 A 124.5 684.75
50.6 L.ft 387 Bead 100D - 1914 24.3 1,229.581.0 No 403 Lock (alpha) 750 750.002 Pair 402 Handle 350 700.002 No 404 Door closer 2 nos. 1645 3,290.00
19.25 S.ft 405 5mm glass tinted 60 1,155.0016.5 S.ft 406 6mm plywood 20.85 344.0333 S.ft 407 Formica 18 594.00
19.8 L.ft 385 Door frame 70S - 3002 - 1 85 1,683.0019.8 L.ft 386 Beading 70D- 1910 24.3 481.14
Allow for rivets, gasscut, rubber brass screwsDoorhinges silicone tie rods etc.( 10%) 1,697.83
32.5 S.ft Labourer 68.13 2,214.06 20,890.2214% Overheads 2,924.63Per 32.5 Sq.ft. 23,814.85Per S.ft 732.76Say per S.ft 733.00Say per m2 7,885.00
6/AL Al single hung Door with fully glazed
Size 6' 6" x 3' 3" = 21.12. Sq.ft.
7.15 L.ft 392 Side vertical member (sash) 100D - 3502 148.7 1,063.217.15 L.ft 393 Vertical lock member 100D - 3503 A 160.9 1,150.443.57 L.ft 391 Bottom rail 100D - 3207 169 603.333.57 L.ft 390 Top rail 100D - 3203 129.1 460.893.57 L.ft 389 Mid Lock rail 100D - 3004 A 124.5 444.4728.6 L.ft 387 Bead 100D - 1914 24.3 694.98
1 No 403 Lock (alpha) 750 750.001 Pair 402 Handle 350 350.001 No 404 Door closer 1645 1,645.00
23.24 S.ft 405 5mm glass tinted 60 1,394.4017.87 L.ft 385 Door frame 70S - 3002 - 1 85 1,518.9517.87 L.ft 386 Beading 70D- 1910 24.3 434.24
Allow 10% for rivets, gascut, rubber brass screws 1,050.9921.12 S.ft Labour 68.13 1,438.80 12,999.68
14% Overheads 1,819.96Per 21.12 Sq.ft. 14,819.64Per Sft 701.69Say per S.ft 702.00Say per m2 7,550.00
No Qty Unit Code Description Unit Rate Rate Amount7/AL Al Single hung Door with panneled and
glazed
Size 6' 6" x 3' 3" = 21.12. Sq.ft.
Page 139
Analysis 1st half - Mullaitivu
7.15 L.ft 392 Side vertical member (sash) 100D - 3502 148.7 1,063.217.15 L.ft 393 Vertical lock member 100D - 3503 A 160.9 1,150.443.57 L.ft 391 Bottom rail 100D - 3207 169 603.333.57 L.ft 390 Top rail 100D - 3203 129.1 460.893.57 L.ft 389 Mild Lock rail 100D - 3004 A 124.5 444.4728.6 L.ft 387 Bead 100D - 1914 24.3 694.98
1 No 403 Lock (alpha) 750 750.001 Pair 402 Handle 350 350.001 No 404 Door closer 2 nos. 1645 1,645.00
12.51 S.ft 405 5mm glass tinted 60 750.6010.72 S.ft 406 6mm plywood 20.85 223.5121.45 S.ft 407 Formica 18 386.1017.87 L.ft 385 Door frame 70S - 3002 - 1 85 1,518.9517.87 L.ft 386 Beading 70D- 1910 24.3 434.24
Allow for rivets, gasscut, rubber brass screwsDoorhinges silicone tie rods etc.( 10%) 1,047.57
21.12 S.ft Labourer 68.13 1,438.80 12,962.0814% Overheads 1,814.69Per 21.12 Sq.ft. 14,776.77Per S.ft 699.66Say per S.ft 700.00Say per m2 7,528.00
49 Channels 2" semi-circular, formed in 7 cement concrete floors and 1/2" cement
rendered 1:2 (extra over concrete floors).
Page 140
Analysis 1st half - Mullaitivu
Per 10 L.ft.
2 Hour 214 Mason 475.00 118.751 Hour 257 Labourer 325.00 40.63
Allow for cement and sand 100.00 259.38Over heads 36.31Per 10 L.ft 295.69Per L.ft 29.57
30.00Per L.m. 98.40
98.00
50 Channels 4" - do -8 - do - - do -.
Per 10 L.ft.
4 Hour 214 Mason 475.00 237.502 Hour 257 Labourer 325.00 81.25
Allow for cement, sand etc 100.00 418.75Over heads 58.63Per 10 L.ft 477.38Per L.ft 47.74
48.00Per L.m. 157.44
157.00
51 Curb in cement concrete 1:2:4 (3/4") 9"10 heigh and 3" thick, cement rendered 1/2"
thick including excavation.
Per 10.0 L.ft
2 Cu.ft Materials for concrete as in Item 47 184.10 368.20 1/8 Cwt 46 Cement for 7 1/2 S.ft rendering 520.00 65.00
Allow for sand for rendering 100.00 100.001 Day 214 Mason 475.00 475.001 Day 257 Labourer #N/A #N/A
Allow for shuttering, excavation,curing etc 150.00 150.00 #N/AOver heads #N/APer 10 L.ft #N/APer L.ft #N/A
#N/APer L.m #N/A
#N/A
97 Floors, brick paved, 3" thick, set in lime3 mortar 2:5 and cement rendered 1/2",
1:2.
Per Sqrs.
Say per L.ft. :- 23/10
Say per L.m. :- 76/=
Say per L.ft. :- 34.80
Say per L.m. :- 114/=
Say per L.ft. :- 125/=
Say per L.m. :- 410/=
Page 141
Analysis 1st half - Mullaitivu
350 No 41 Bricks 5.7 1,995.000.15 Cube 200 Sand 2100 315.001.7 Cwts 46 Cement 520 884.002 Day 214 Mason 475 950.004 Day 257 Labourer 325 1,300.00 5,444.00
Over heads 762.16Per square 6,206.16Say per Sqrs = 6,206.00Per m2 668.03
668.00
RATE ANALYSIS SECOND HALF OF 2001 IN MANNARELECTRICAL.
1 Main switch (3 phase, 30 amp.).
1 No 131 Main switch 30 amp. 1 1.0040 m 1000 7/.044 single core wire, 40m 82.00 32.80
35 Board 50 50.002 Nos. 339 Brass Screws 2"x10 #REF! #REF!2 Nos. 340 Brass Screws 1"x6 #REF! #REF!2 Meter 52a Conduit pipe 1" #REF! #REF!
0.5 day 257 Labour 325 162.50 1/2 day 214 Electrician 475 237.50 #REF!
Over heads #REF!Per No #REF!Say Rs #REF!
2 Main switch (60 Amp, 3 phase).
1 No 132 Main switch 60 Amp English 1 1.0040 m 1001 7/0.064 Single core wire 40m #REF! #REF!
35 Board 50 50.002 Nos. 339 Brass Screws 2"x10 #REF! #REF!2 Nos. 340 Brass Screws 1"x6 #REF! #REF!2 Meter 52a Conduit pipe #REF! #REF!
1/2 day 257 labourer 325 162.50 1/2 day 214 Electrician 475 237.50 #REF!
Over heads #REF!Per No #REF!Say Rs #REF!
Say per m2 :- 471/=
Page 142
Analysis 1st half - Mullaitivu
3 Earth wire
15 m 10 plug points #N/A #N/A1 No 321 Earth pipe 2"x5' 43 43.00
1/2 day Electrician labourer #N/A #N/A #N/AOver heads #N/APer No #N/ASay Rs #N/A
4 Main switch single phase 30 Amp.
1 no 131 Main switch 30 Amp English 1 1.0010 Meter 1000 7/0.044 wire 10m #REF! #REF!1 Nos. 35 Board 50 50.002 Nos. 339 Screws 2"x10 #REF! #REF!2 Nos. 340 Screws 1"x6 #REF! #REF!2 Meter 52a Conduit pipe #REF! #REF!
1/2 day Electrician labourer #N/A #N/A #REF!Over heads #REF!Per No #REF!Say Rs #REF!
5 15 Amp. Plug.
1 no 322 Plug with switch (clipsal) 43 43.0025 m 323 3/.036 wire, 25 meters 43 1,075.002 No 336 Brass Screws (1 1/2"x6), #REF! #REF!1 no 324 Sunk box 43 43.002 No 337 Brass Screws 1 1/2"x10" #REF! #REF!
15 m 326 Earth wire 7/.029 43 645.00327 Wiring clips and panel pins (Allow) 43 43.00
2 m 52a Conduit pipe #REF! #REF! 1/2 day Electrician labourere #N/A #N/A #REF!
Over heads #REF!Per No #REF!Say Rs #REF!
6 Light Fitting.
1 no 328 Round plug 43 43.001 no 329 Ceiling rose 43 43.001 no 330 Holder 43 43.001 m 331 Flexible wire 43 43.002 No 336 Brass Screw 1/2"x6 #REF! #REF!1 No 40a Brass Screw 1 1/2" #N/A #N/A1 no 333 Switch clipsal 43 43.001 no 324 Sunk box 43 43.001 No Brass screw 2" #N/A #N/A
25 m 334 1/.044 wire 43 1,075.002 m 52a Conduit pipe #REF! #REF!
327 Wiring clips & pannel pins 43 43.00 1/2 day 214 Electrician 475 237.50 #REF!
Over heads #REF!Per No #REF!Say Rs #REF!
Page 143
Analysis 1st half - Mullaitivu
7 5 Amp. Plug.
1 Nos. 322 Plug with switch (Clipsal) 43 43.002 Nos. 336 Brass screws (1 1/2"x6) #REF! #REF!1 Nos. 335 Sunk box #REF! #REF!2 Nos. 337 Brass screws (1 1/2"x10) #REF! #REF!
25 m 334 1/.044 wire 43 10.7515 m 326 Earth wire 7/.029 43 6.45
327 Wiring clips & panel pins 43 43.001 m 52a Conduit pipe #REF! #REF!
1/2 day 214 Electrician 475 237.50 #REF!Over heads #REF!Per No #REF!Say Rs #REF!
8 Ceiling Fan (USHA).
1 no Ceiling fan 56" #N/A #N/A1 no Hooks #N/A #N/A1 no Light point #N/A #N/A
1/2 day 214 Electrician 475 237.50 #N/AOver heads #N/APer No #N/ASay Rs #N/A
9 Calling Bell.
1 no Bell #N/A #N/A1 no Bell bush - Clipsal #N/A #N/A1 no Round block #N/A #N/A3 Nos. Brass screws 1 1/2" #N/A #N/A1 no Sunk box #N/A #N/A
25 m 1/.044 wire #N/A #N/A2 m 52a Conduit pipe #REF! #REF!
Wiring clips & panel pins #N/A #N/A 1/2 day 214 Electrician 475 237.50 #N/A
Over heads #N/APer No #N/ASay Rs #N/A
10 ABC box 500 Type.5 m 1000 7/.044 wire #REF! #REF!2 m 52a Conduit pipe #REF! #REF!2 Nos. Brass Screws 2"x10 #N/A #N/A2 Nos. Brass Screws 1 1/4"x6 #N/A #N/A1 Nos. ABC box 500 type #N/A #N/A1 Nos. Board 10"x10" #N/A #N/A
1/2 day 214 Electrician 475 237.50 #REF!Over heads #REF!Per No #REF!Say Rs #REF!
11 Trip switch (Single phase).
Page 144
Analysis 1st half - Mullaitivu
1 No Trip switch crab tree #N/A #N/A1 No Board #N/A #N/A2 Nos. Brass Screws 2"x10 #N/A #N/A2 Nos. Brass Screws 1 1/4"x6 #N/A #N/A2 m 52a Conduit #REF! #REF!
1/2 day 214 Electrician 475 237.50 #N/AOver heads #N/APer No #N/ASay Rs #N/A
12 Pendent lamp / Battern lamp.
1 No Light point #N/A #N/A1 No Bulb #N/A #N/A #N/A
Over heads #N/APer No #N/ASay Rs #N/A
13 Water light lamp.
1 No Light point #N/A #N/A1 No Water tight lamp #N/A #N/A #N/A
Over heads #N/APer No #N/ASay Rs #N/A
14 Flourscent lamp 4'-0".
1 No Light point #N/A #N/A1 No 4'-0" Flourscent set #N/A #N/A #N/A
Over heads #N/APer No #N/ASay Rs #N/A
15 Flourscent Lamp 2'-0".
1 No Light point #N/A #N/A1 No Flourscent set #N/A #N/A #N/A
Over heads #N/APer No #N/ASay Rs #N/A
16 Hood lamp.
1 No Light point #N/A #N/A1 No Hood lamp #N/A #N/A #N/A
Over heads #N/APer No #N/ASay Rs #N/A
17 Wall bracket lamp.
Page 145
Analysis 1st half - Mullaitivu
1 No Light point #N/A #N/A1 No Bracket lamp #N/A #N/A #N/A
Over heads #N/APer No #N/ASay Rs #N/A
18 ABC Box 700 type.
As per Item 10 #REF!Less 500 type #N/A #REF!Add 700 type #N/A #REF!14% Over Heads #REF!Per No #REF!Say Rs #REF!
19 ABC Box 900 type.
As per Item 10 #REF!Less 500 type #N/A #REF!Add 900 type #N/A #REF!14% Over Heads #REF!Per No #REF!Say Rs #REF!
286 Lanka ceremic (Dulex white)??
Low level white comode with trap 1843 1,843.00Cistern only 1375 1,375.00Fittings 350 350.00Seat cover 375 375.00Brackets 54 54.00Flash band 35.5 35.50Brackets 26 26.00Allow for Transport 100 100.00 4,158.50Labourer as in Item 34 800.00Over heads 582.19Per No 4,740.69Say Rs 4,741.00
287 Closet pedestal with cistern - do -.34 ??? Indian make.
1 No 306 Low level closet suite 0 0.00Allow for transport 50 50
1 no 227 1/2" stop cock Brass 105 105.00Cement, Metal, Sand etc. (Item 31) 50 50.00
1 day 214 Plumber 475 475.00
Page 146
Analysis 1st half - Mullaitivu
1 day 257 Labourer 325 325.00 955.00Over heads 133.70Per No 1,088.70Say Rs 1,089.00
289 Squatting closet 14% Indian made.
1 no 222 Squatting pan & trap 700 700.00Allow for transport 50 50.00as per Item 35 less closet 1,073.33 1,073.33 1,823.33Over heads 255.27Per No 2,078.60Say Rs 2,079.00
290 Squatting closet square type.As per Item 288 less squatting pan 1,073.33 1,073.33
1 No 307 Square type pan 0 0.00 1,073.33Over heads 150.27Per No 1,223.60Say Rs 1,224.00
1 BARBED WIRE FENCE
Intermediate fence posts or structs, cement concrete
1:2 1/2:3 (3/4") reinforced with 4 Nos. 1/4 dia. M.S.rods
5'-7" high square section 4" to 6" fixed complete as
per drawing No. 68 of 22.07.1936.
Per Post
1 C.ft. 138 3/4" Metal 8830 88.300.5 C.ft. 197 Sand 2100 10.50
0.25 Cwt. 46 Cement 520 130.00
Page 147
Analysis 1st half - Mullaitivu
4 Hrs. 1/4" Rods #N/A #N/A0.5 Lbs. 31 14 B.W.G. Wire 40 20.001 Hr. 214 Black Smith, cutting rods and tieying wire 475 59.381 Hr. 214 Mason, cleaningmoulds filing and removing 475 59.382 Hrs. 257 Labourer assisting Mason 325 81.25
Allow for Moulds 30 30.00Allow for curing 30 30.00
0.5 hrs 257 Fixing in ground 2 Labourers 1/2 Hr. 325 40.63 #N/A14% Overheads #N/ATotal cost #N/ASay Rs.
2 End post and struct for Type barbed wire fence fixed
complete in cement concrete as per Drg. Of 68 of
19367 C.ft. 135 1 1/2" Metal 8020 561.40
3.75 C.ft. 138 3/4" Metal 8830 331.136 C.ft. 197 Sand 2100 126.00
1.75 Cwt. 46 Cement 520 910.000.32 Cwt. 140 M.S. Rods 4240 1,356.80
1 Lb. 31 14 B.W.G.Wire 40 40.003 Hrs. 214 Black Smith 475 178.1256 Hrs. 257 Labourer 325 243.75
Allow formoulds 30 30.00Allow for curing 30 30.00
0.5 Hrs. 257 Excavation foundation & Planting post 1/2 Hrs. 2 La 325 40.63 3,847.83Overheads 538.70Total cost 4,386.52Say Rs.
3 Fence barbed wire 5 strands 12 1/2 B.W.G. with 4
points at 3" centres and R.C.C. posts (1:2:4)3/4"
metal reinforced with 4 Nos. 1/4 rods with 14 B.W.G.
stirrups at 8" centres post to be fixed at 8'-0" crs.
including excavation, cement concrete foundation
1:3:6(1 1/2") metal to corner posts and struts, and
straining bolts, all as per type plan 68 of 22.36 structs
to be reinforced with 4 Nos. 3/8" rods and corner
posts with 4 Nos. 1/2" rods.
End post and strut as in item 2 3,847.8312 No. Intermediate post - do - 1 #N/A
500 L.ft. 31 Barbed wire 4055 No. 76a G.I. Hook bolts 6.5
3/4 Day 214 Fitter 4753/4 Day 257 2 Labourers 325
Add for strut11 Lbs. Steel #N/A1 C.ft. 138 3/4" Metal 8830
2/5 Lbs. 31 Wire 40
Per 100 L.ft. (with corner post)
Page 148
Analysis 1st half - Mullaitivu
1 C.ft. 135 1 1/2" Metal 80200.44 Cwt. 46 Cement 520
Labour and mouldsConcrete foundation
1/2 Hr. Mason #N/A1/2 Hr. 2 Labourers #N/A5 Nos. Straining bolts #N/A1 Sqr. White washing 2 coats #N/A
OverheadsPer 100 L.ft.Per L.ft.Say Rs.Per L.m.Say Rs.
29 Waterproof Treatment of hot bitumen 38 taken off from flat roof and debris
cleared away.
Per Sqrs.
2 Day 257 Labourer 325.00 650.00 650.00Over heads 91.00Per square 741.00
741.00Per m2 79.76
80.00
11 Tiles, Calicut pattern, flat supplied and28 laid up to 5 tiles in Buildings of more
than 1 storey.
Per 3 tiles.
3 Nos. 70 Tiles 18 54.001 Hour 257 Labourer 325 40.63 94.63
Over heads 13.25Per 3 tiles 107.87Per tiles 35.96
36.00
12 Tiles, Calicut pattern, flat, supplied and29 laid above 5 and up to 25 in Buildings
of more than 1 storey.
Per 15.0 tiles.
15 Nos 70 Tiles. 18 270.002 Hour 257 Labourer 325 81.25 351.25
Over heads 49.18Per 15 tiles 400.43Per tiles 26.70
Say per square :- 502/=
Say per m2 :- 54/-
Say Rs :- 23/-
Page 149
Analysis 1st half - Mullaitivu
27.00
208 Painting new wood work with approved26 primer 1 coat.
0.756 Lit 190 Primer 1560 1,179.365 Hour 214 Painter preparing surface and painting 475 296.88
Allow for brushes etc 20 20.00 1,496.24Over heads 209.47Per square 1,705.71
1,705.00Say per m2 151.00
Say per tile :- 16/-
Say Rs :- 606/-
Page 151
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
PRICE LISTCode No Description Unit Rate
1 1 1 1/2" dia. Pvc pipe 1000 type L.ft 42.00
2 2 1 1/2" dia. Pvc pipe 600 type L.ft 27.00
3 3 1 1/4" dia. Pvc pipe 1000 type L.ft 28.00
4 4 1 1/4" dia. Pvc pipe 600 type L.ft 20.00
5 5 1" dia. Pvc pipe 1000 type L.ft 19.00
6 6 1" dia. Pvc pipe 600 type L.ft 11.00
7 7 1/2" dia. Pvc pipe 1000 type L.ft 7.00
8 8 2" dia. Pvc pipe 1000 type L.ft 73.00
9 9 2" dia. Pvc pipe 600 type L.ft 44.00
10 10 3/4" dia. Pvc pipe 1000 type L.ft 12.00
11 11 4" dia. Sewerage (SS) 250 type L.ft 53.00
12 12 4" dia. Sewerage (SS) 400 type L.ft 82.00
13 13 Asbestoes flat sheet 1.2m x 1.2m S.ft 18.00
14 14 Asbestoes ridges Pairs 363.00
15 15 Asbestos corr. Sheet S.ft 29.00
16 19 Coconut rafters(each 10' ) no 300.00
17 20 Barbed wire L.ft 2.50
21 wooden block no 5.00
18 22 Barrel bolt 4" Brass oxidised no 79.00
19 23 Barrel bolt 6" Brass oxidised no 120.00
20 24 Basket no 52.50
21 25 Beading L.ft 4.00
26 Beading 2"x1/2" l.ft 4.00
Page 152
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
22 31 Binding wire 14 B.W.G. lbs 40.00
23 32 Bitumen Gal 347.00
24 35 Board 1" thick Valance (10") S.ft 50.00
25 36 Brass Bib Tap 1/2" No 145.00
26 41 Bricks No 5.70
27 44 Castm. stays h. qual 10" brass oxidised No 90.00
28 45 Castm.fast. Brass oxi. H. qlty ,mort.plate No 90.00
29 46 Cement CWT 520.00
30 47 Center pivot hinges br.oxi.h.qual. ( 4 pieces ) Set 45.00
31 50 Closet low level pedestal type (complete cer No 4100.00
32 57 Rubber shuttering planks sq.ft 20.00
33 60 Draw rings 1 1 /2 dia. no 25.00
34 61 Earth ( Gravel Filling) Cube 1850.00
35 63 Emulsion Paint ( Weather shield ) gal 1790.00
64 EMulsion Paint Gal 1415.00
37 65 Enamel Paint Gal 1785.00
38 66 Fanlight catch Brass oxi. Heavy qality No 30.00
39 70 Calicut pattern flat tiles No 18.00
40 73 G.I 20 B.W.G Sheets S,ft 75.00
41 74 G.I. 22 B.W.G.Flat sheet Sft 55.00
42 77 Ginisappu timber 3/4" thick S.ft 50.00
43 81 Glass panes obscured(3mm) S.ft 50.00
44 85 Glue lbs 86.00
45 90 Gulley Box PVC 6" no 290.00
46 91 Half round tiles No 6.50
Page 153
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
47 94 Hinges 4"x3" Brass oxidised Pair 136.00
48 95 Hinges 4"x4" Brass oxidised Pair 205.00
97 Hire of mixtur, vibrator, wages of operator Day 4500.00
49 98 Hold fast no 17.50
50 117 Skelton bolt 10" brass Doz 136.00
51 119 Iron T.hinges 10" No 58.00
120 Brass T hinges 10" Pair 0.00
123 Joists Class II 4" x 2" L.ft 40.00
126 Lime -Slaked Bushel 257.00
52 127 Limpet washers No 1.00
53 135 Metal 1 1/2" Cube 8020.00
54 136 Metal 1" Cube 8470.00
55 137 Metal 2" Cube 7850.00
56 138 Metal 3/4" cube 8830.00
57 139 Metal 6" to 9" cube 5715.00
58 140 Mild steel cwt 4240.00
59 141 Mirror with fittings no. 520.00
60 142 Mortice Lock Concord No 525.00
61 143 Mortice Lock Vinion double No 790.00
62 144 Lock Night Latch Bird No 290.00
63 145 Mortice lock Union English single leaver No 1575.00
64 146 Mortice lock Union English double leaver no. 2795.00
65 147 Mould oil gal 100.00
66 150 Nails 2" (GI) Ibs 34.00
67 153 Nails 3/4" (GI) lbs 34.00
Page 154
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
68 157 P.V.C. end cap (Gutter Cap) no 44.80
69 158 P.V.C. gutter joint no 51.50
70 159 P.V.C. metre joint no 164.00
71 160 P.V.C. running head no 107.00
72 161 P.V.C.gutter 6" L.ft 38.50
73 162 P.V.C.Inspection joint 4" (110mm) No 367.50
74 163 P.V.C.Inspection "Y" joint 4" (110mm) no. 436.00
75 164 P.V.C.Bend (11Deg) - 4" (110mm) no. 115.50
76 165 P.V.C.Bend (22Deg) - 4" (110mm) no. 119.00
77 166 P.V.C.Bend (60Deg) - 4" (110mm) no. 199.50
78 167 P.V.C.Bend (88 Deg) - 4" (110mm) no. 325.50
79 168 P.V.C.Pipe 4" 600 type L.ft. 48.50
80 169 P.V.C.Pipe 4" 400 type L.ft. 107.00
81 171 Paint oil Enamel gal 1785.00
82 181 Planks 1 1/4" special upper Sft 135.00
83 182 Planks 1" Class II (Ginnisappu) s.ft 50.00
84 183 Plastic cistern low level (Plastic ) no 1265.00
85 184 Plugs no. 2.00
86 186 Plywood door 2"-3" x 6'-9" no. 0.00
87 187 Plywood door 2'-3" x 6'-9" ( Mackply) no 1848.00
88 188 Plywood door ord 2'-9" x 6'-9" no 1765.00
89 189 Pressed Tiles 8" x 8" no. 32.00
90 190 Primer gal 1560.00
91 191 Pudlo cement lbs 32.00
92 192 Red cement kg 342.00
Page 155
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
93 193 Reepers (2":1") sp. (Micro) L.ft 8.00
94 194 Ridge tile no. 35.00
95 196 Rim lock 6" 2 leaves Brase No 446.00
96 197 River Sand Cube 2100.00
97 198 Drive screws and washers no. 6.00
98 199 Rawl plugs & 2" Screws No 15.00
99 200 Sand Fine (River sand) cube 2100.00
100 205 Sash bars 1 1/2"x1 1/2" L.ft. 19.00
206 Special labour day 375.00
101 207 Screws 1 1/2" doz. 0.00
102 211 Sink 24"x15"x8" with waste plug & chain no 2100.00
103 214 Skilled labour Gr.Il day 475.00
104 215 Skilled labour Gr.I day 475.00
105 216 Boild Lime Bushel 270.00
106 218 Soap tray no 173.00
107 220 Spur stones no. 22.50
108 222 Squating pan with trap no 700.00
109 224 Staining Bolts no. 112.00
110 225 Staples Doz 20.00
111 227 Stop cock L.D model 1/2" no 105.00
112 228 Stop cock L.D model 1 1/4" no. 0.00
113 232 Tar Gal 90.00
114 236 Tiles 6" x 6" white no 0.00
115 245 Timber purlins c.ft. 1250.00
246 Timber sp.class upper / Kempus c.ft. 1250.00
Page 156
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
116 248 Tooth brush holder cromium plated no 196.00
117 249 Tor steel cwt 4330.00
118 250 Towel Trail holder chromium plated no 275.00
119 255 transport 1 st Mile 1 mile 0.00
120 257 Unskilled labour day 325.00
121 260 Varnish gal 1756.00
122 263 Wash basin 22"x16" no. 1780.00
123 264 1/2" Nut & Washers No 3.00
124 268 Wood plugs no 0.00
125 269 Yellow ocare lbs 0.00
126 270 Wire dome for 2" pipe No 60.00
127 300 2"X2" Class II Battens Lft 13.00
128 301 3/8" dia 18" Bolts,Nuts & Washers No 13.00
129 302 Grey Cement cwt 393.00
130 303 Rawl Plugs and Screws No 0.00
304 Culicut Tiles No 0.00
131 308 gate valve 2" No 357.00
132 309 Stopcock LD Model 3/4" (Plastic) No 134.40
133 310 Stopcock LD Model 1" (Plastic) No 145.60
134 311 Stopcock LD Model 1 1/4" (Plastic) No 280.00
135 312 Stopcock LD Model 1 1/2" (Plastic) No 306.00
136 313 Stopcock LD Model 2" (Plastic) No 372.00
137 314 Jet Shower 3" Chromium plated No 500.00
138 317 pvc gutter brackets No 9.20
139 318 Solvent cement 50g Tin 43.00
Page 157
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
140 344 Angle iron 2"x2"x1/4" L.ft 85.00
141 345 Angle iron 1 1/2"x1 1/2"x1/4" L.ft 56.50
142 346 Angle iron 2 1/2"x2 1/2"x1/4" L.ft 102.50
143 347 Angle iron 3"x3"x1/4" L.ft 125.00
144 348 Making holes on angle iron No 20.00
145 349 H - iron 6"x3" (6mm) L.ft 0.00
146 350 H - iron 8"x4" (6mm) L.ft 0.00
147 351 1" x 1/4" Flat iron L.ft 15.00
148 352 1/2"x1" Bolts & Nuts No 6.00
149 353 Fillets (Class I local timber for beeding) L.ft 0.00
150 354 Fillets 1/2" x 1/2" L.ft 3.25
151 355 Ball valve 1/2" No 94.50
152 356 Ball valve 3/4" No 152.25
153 357 Cistern only ceremice No 1800.00
154 358 Fittings ( For commode & cistern ) Item 367.50
155 359 Seat cover ( Double ) No 420.00
156 360 Brackets (For cistern ) Item 62.00
157 361 Flush bend No 39.80
159 363 4" Sandcrete Block No 0.00
160 364 110mm PVC "T" Junction No 552.50
161 365 110mm PVC "Y" Joint No 525.00
162 366 50mm Bottle trap No 165.00
163 367 110mm PVC Inspection Bend No 388.50
164 368 bends 3.5" No 64.00
165 369 110mm PVC Elbow No 301.00
Page 158
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
166 370 PVC down pipe 3 1/2" Length 416.00
167 371 PVC socket 3 1/2" No 47.25
168 372 PVC elbow 3 1/2" No 64.00
169 373 PVC clips 3 1/2" No 9.50
170 374 1 1/4" x 1/4" Flat iron Lft 22.00
171 375 1/2" (12mm) Bolt & Nut No 6.50
172 376 9" x 9" 3/8" M.S. plate No 110.00
173 377 1/2' x 1 1/2" Rag bolt No 6.00
174 378 2" x 1/4" Flat iron L.ft 38.00
175 379 70S-1002-1 L.ft 64.60
176 380 70S-1102-1 L.ft 44.50
177 381 70S-1202-1 L.ft 46.40
382 70S-1402-1 L.ft 52.90
178 383 70S-1503-A L.ft 78.10
179 384 70S-1704-A L.ft 79.40
180 385 70S-3002-1 L.ft 85.00
181 386 70D-1910 L.ft 24.30
387 100D-1914 L.ft 24.30
182 388 100D-1917 L.ft 32.80
183 389 100D-3004-A L.ft 124.50
184 390 100D-3203 L.ft 129.10
185 391 100D-3207 L.ft 169.00
186 392 100D-3502 L.ft 148.70
187 393 100D-3503-A L.ft 160.90
188 394 CA-1001 L.ft 84.30
Page 159
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
189 395 CA-1002 L.ft 134.20
190 396 CA-2001-A L.ft 88.90
191 397 PT-5153 L.ft 12.80
192 398 PT-5154 L.ft 30.50
193 399 PT-5157 L.ft 56.30
194 400 P-1113 L.ft 40.75
195 401 80S-1801 L.ft 57.85
196 402 BD-1066 ( Handle ) Pair 350.00
197 403 Lock ALPHA No 750.00
198 404 Door Closer No 1645.00
199 405 5mm thick tinted glass S.ft 60.00
200 406 6mm thick Plywood sheet ( ordinary ) S.ft 20.85
201 407 Formica sheet S.ft 18.00
202 408 Rubber Beading for Aluminium fittings L.ft 3.00
203 409 Welded mesh S.ft 10.00
204 410 Type 1 Sum 125.00
205 411 Type 2 Sum 250.00
206 412 Type 3 Sum 75.00
207 413 Type 4 Sum 50.00
208 414 Type 5 Sum 25.00
209 415 Allowance type 1 Sum 100.00
210 416 Allowance type 2 Sum 150.00
211 417 Allowance type 3 Sum 10.00
215 1002 transport every additional Miles 1mile 0.00
216 12b Anticorrosive paint gal 1139.00
Page 160
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
217 147a Mouldings L.ft 4.50
218 181a Planks 1" Sp. Upper Class Timber/Kempus sft 125.00
219 182b Planks 3/4" sq.ft. 105.00
220 193a Reepers Cl.II 2"x1" L.ft 0.00
221 198a Ring 1 1/2" Brass no 26.25
222 207a Screws 1" brass Doz 45.00
223 207b Screws 2" doz 69.00
224 232a Tiles 1'-0"x1'-0" floor no 85.00
225 236a Tiles 6"x6" colour no 15.00
226 236b Tiles 4"x4" white no 0.00
227 236c Tiles 4"x4" colour no 8.00
228 267a Wire nails 2" lbs 36.50
229 268a Wood preservative gal 315.00
230 357a Cistern plastic No 1265.00
231 40a Brass screws 1 1/2" Doz 52.50
232 40c Brass screws 3/4" Doz 31.50
233 40d Brass Screws 1" Doz 45.00
234 76a G.I.Hook 5/16"x4 1/4" no 6.50
235 81a Glass Panes Tinted (5mm) S.ft 80.00
236 91a Bras Sancy 1 1/4" Doz 45.00
237 91b Cistern ceremic no 0.00
238 91c Cistern plastic no 1265.00
239 95a Hinges 4"x2 1/2" Brass oxidised Pair 115.50
240 96a 16mm 9" Rag bolt no 140.00
Page (Page)
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Code No Description Unit Rate
1 1 1 1/2" dia. Pvc pipe 1000 type L.ft 38.50
2 2 1 1/2" dia. Pvc pipe 600 type L.ft 25.00
3 3 1 1/4" dia. Pvc pipe 1000 type L.ft 26.00
4 4 1 1/4" dia. Pvc pipe 600 type L.ft 18.50
170 374 1 1/4" x 1/4" Flat iron Lft 20.00
5 5 1" dia. Pvc pipe 1000 type L.ft 17.00
6 6 1" dia. Pvc pipe 600 type L.ft 10.50
147 351 1" x 1/4" Flat iron L.ft 13.75
173 377 1/2' x 1 1/2" Rag bolt No 6.00
171 375 1/2" (12mm) Bolt & Nut No 6.00
7 7 1/2" dia. Pvc pipe 1000 type L.ft 6.30
123 264 1/2" Nut & Washers No 3.00
148 352 1/2"x1" Bolts & Nuts No 6.00
387 100D-1914 L.ft 24.30
182 388 100D-1917 L.ft 32.80
183 389 100D-3004-A L.ft 124.50
184 390 100D-3203 L.ft 129.10
185 391 100D-3207 L.ft 169.00
186 392 100D-3502 L.ft 148.70
187 393 100D-3503-A L.ft 160.90
160 364 110mm PVC "T" Junction No 526.00
161 365 110mm PVC "Y" Joint No 500.00
165 369 110mm PVC Elbow No 287.00
163 367 110mm PVC Inspection Bend No 370.00
Page (Page)
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
8 8 2" dia. Pvc pipe 1000 type L.ft 67.00
9 9 2" dia. Pvc pipe 600 type L.ft 40.50
174 378 2" x 1/4" Flat iron L.ft 35.00
127 300 2"X2" Class II Battens Lft 12.00
10 10 3/4" dia. Pvc pipe 1000 type L.ft 11.30
128 301 3/8" dia 18" Bolts,Nuts & Washers No 12.00
11 11 4" dia. Sewerage (SS) 250 type L.ft 48.50
12 12 4" dia. Sewerage (SS) 400 type L.ft 75.00
159 363 4" Sandcrete Block No 0.00
162 366 50mm Bottle trap No 150.00
199 405 5mm thick tinted glass S.ft 60.00
200 406 6mm thick Plywood sheet ( ordinary ) S.ft 20.85
181 386 70D-1910 L.ft 24.30
175 379 70S-1002-1 L.ft 64.60
176 380 70S-1102-1 L.ft 44.50
177 381 70S-1202-1 L.ft 46.40
382 70S-1402-1 L.ft 52.90
178 383 70S-1503-A L.ft 78.10
179 384 70S-1704-A L.ft 79.40
180 385 70S-3002-1 L.ft 85.00
195 401 80S-1801 L.ft 57.85
172 376 9" x 9" 3/8" M.S. plate No 110.00
209 415 Allowance type 1 Sum 100.00
210 416 Allowance type 2 Sum 150.00
211 417 Allowance type 3 Sum 10.00
Page (Page)
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
141 345 Angle iron 1 1/2"x1 1/2"x1/4" L.ft 42.75
142 346 Angle iron 2 1/2"x2 1/2"x1/4" L.ft 79.00
140 344 Angle iron 2"x2"x1/4" L.ft 55.50
143 347 Angle iron 3"x3"x1/4" L.ft 99.35
216 12b Anticorrosive paint gal 1085.00
13 13 Asbestoes flat sheet 1.2m x 1.2m S.ft 13.30
14 14 Asbestoes ridges Pairs 267.00
15 15 Asbestos corr. Sheet S.ft 21.35
151 355 Ball valve 1/2" No 90.00
152 356 Ball valve 3/4" No 145.00
17 20 Barbed wire L.ft 1.45
18 22 Barrel bolt 4" Brass oxidised no 75.00
19 23 Barrel bolt 6" Brass oxidised no 115.00
20 24 Basket no 50.00
196 402 BD-1066 ( Handle ) Pair 350.00
21 25 Beading L.ft 4.00
26 Beading 2"x1/2" l.ft 4.00
164 368 bends 3.5" No 61.00
22 31 Binding wire 14 B.W.G. lbs 36.00
23 32 Bitumen Gal 330.00
24 35 Board 1" thick Valance (10") S.ft 46.30
105 216 Boild Lime Bushel 257.00
156 360 Brackets (For cistern ) Item 54.00
236 91a Bras Sancy 1 1/4" Doz 43.00
25 36 Brass Bib Tap 1/2" No 130.00
Page (Page)
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
231 40a Brass screws 1 1/2" Doz 50.00
233 40d Brass Screws 1" Doz 39.00
232 40c Brass screws 3/4" Doz 30.00
120 Brass T hinges 10" Pair 0.00
26 41 Bricks No 2.60
188 394 CA-1001 L.ft 84.30
189 395 CA-1002 L.ft 134.20
190 396 CA-2001-A L.ft 88.90
39 70 Calicut pattern flat tiles No 11.00
27 44 Castm. stays h. qual 10" brass oxidised No 90.00
28 45 Castm.fast. Brass oxi. H. qlty ,mort.plate No 90.00
29 46 Cement CWT 345.00
30 47 Center pivot hinges br.oxi.h.qual. ( 4 pieces ) Set 45.00
237 91b Cistern ceremic no 0.00
153 357 Cistern only ceremice No 1400.00
230 357a Cistern plastic No 1150.00
238 91c Cistern plastic no 1150.00
31 50 Closet low level pedestal type (complete cer No 3900.00
16 19 Coconut rafters(each 10' ) no 300.00
304 Culicut Tiles No 0.00
198 404 Door Closer No 1645.00
33 60 Draw rings 1 1 /2 dia. no 25.00
97 198 Drive screws and washers no. 6.00
34 61 Earth ( Gravel Filling) Cube 590.00
64 EMulsion Paint Gal 1345.00
Page (Page)
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
35 63 Emulsion Paint ( Weather shield ) gal 1704.00
37 65 Enamel Paint Gal 1698.00
38 66 Fanlight catch Brass oxi. Heavy qality No 30.00
149 353 Fillets (Class I local timber for beeding) L.ft 0.00
150 354 Fillets 1/2" x 1/2" L.ft 3.00
154 358 Fittings ( For commode & cistern ) Item 350.00
157 361 Flush bend No 35.50
201 407 Formica sheet S.ft 18.00
40 73 G.I 20 B.W.G Sheets S,ft 65.00
41 74 G.I. 22 B.W.G.Flat sheet Sft 50.00
234 76a G.I.Hook 5/16"x4 1/4" no 6.00
131 308 gate valve 2" No 340.00
42 77 Ginisappu timber 3/4" thick S.ft 0.00
43 81 Glass panes obscured(3mm) S.ft 45.00
235 81a Glass Panes Tinted (5mm) S.ft 60.00
44 85 Glue lbs 86.00
129 302 Grey Cement cwt 375.00
45 90 Gulley Box PVC 6" no 550.00
145 349 H - iron 6"x3" (6mm) L.ft 0.00
146 350 H - iron 8"x4" (6mm) L.ft 0.00
46 91 Half round tiles No 5.00
239 95a Hinges 4"x2 1/2" Brass oxidised Pair 110.00
47 94 Hinges 4"x3" Brass oxidised Pair 130.00
48 95 Hinges 4"x4" Brass oxidised Pair 195.00
97 Hire of mixtur, vibrator, wages of operator Day 2520.00
Page (Page)
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
49 98 Hold fast no 17.50
51 119 Iron T.hinges 10" No 58.00
123 Joists Class II 4" x 2" L.ft 30.00
126 Lime -Slaked Bushel 257.00
52 127 Limpet washers No 1.00
197 403 Lock ALPHA No 750.00
62 144 Lock Night Latch Bird No 275.00
144 348 Making holes on angle iron No 5.00
53 135 Metal 1 1/2" Cube 3500.00
54 136 Metal 1" Cube 3750.00
55 137 Metal 2" Cube 3350.00
56 138 Metal 3/4" cube 4100.00
57 139 Metal 6" to 9" cube 2000.00
58 140 Mild steel cwt 1986.50
59 141 Mirror with fittings no. 390.00
60 142 Mortice Lock Concord No 425.00
64 146 Mortice lock Union English double leaver no. 2660.00
63 145 Mortice lock Union English single leaver No 1500.00
61 143 Mortice Lock Vinion double No 750.00
65 147 Mould oil gal 100.00
217 147a Mouldings L.ft 4.00
66 150 Nails 2" (GI) Ibs 30.00
67 153 Nails 3/4" (GI) lbs 30.00
68 157 P.V.C. end cap (Gutter Cap) no 38.00
69 158 P.V.C. gutter joint no 44.00
Page (Page)
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
70 159 P.V.C. metre joint no 142.00
71 160 P.V.C. running head no 102.00
75 164 P.V.C.Bend (11Deg) - 4" (110mm) no. 110.00
76 165 P.V.C.Bend (22Deg) - 4" (110mm) no. 113.00
77 166 P.V.C.Bend (60Deg) - 4" (110mm) no. 190.00
78 167 P.V.C.Bend (88 Deg) - 4" (110mm) no. 310.00
72 161 P.V.C.gutter 6" L.ft 37.00
74 163 P.V.C.Inspection "Y" joint 4" (110mm) no. 415.00
73 162 P.V.C.Inspection joint 4" (110mm) No 350.00
80 169 P.V.C.Pipe 4" 400 type L.ft. 60.00
79 168 P.V.C.Pipe 4" 600 type L.ft. 48.50
194 400 P-1113 L.ft 40.75
81 171 Paint oil Enamel gal 1698.00
82 181 Planks 1 1/4" special upper Sft 114.50
83 182 Planks 1" Class II (Ginnisappu) s.ft 41.70
218 181a Planks 1" Special Upper Class Timber sft 94.00
219 182b Planks 3/4" sq.ft. 69.00
84 183 Plastic cistern low level (Plastic ) no 1150.00
85 184 Plugs no. 2.00
87 187 Plywood door 2'-3" x 6'-9" ( Marine) no 1490.00
86 186 Plywood door 2"-3" x 6'-9" no. 0.00
88 188 Plywood door ord 2'-9" x 6'-9" no 1467.00
89 189 Pressed Tiles 8" x 8" no. 29.00
90 190 Primer gal 1485.00
191 397 PT-5153 L.ft 12.80
Page (Page)
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
192 398 PT-5154 L.ft 30.50
193 399 PT-5157 L.ft 56.30
91 191 Pudlo cement lbs 30.00
169 373 PVC clips 3 1/2" No 9.00
166 370 PVC down pipe 3 1/2" Length 317.00
168 372 PVC elbow 3 1/2" No 61.00
138 317 pvc gutter brackets No 9.20
167 371 PVC socket 3 1/2" No 45.00
98 199 Rawl plugs & 2" Screws No 15.00
130 303 Rawl Plugs and Screws No 0.00
92 192 Red cement kg 325.00
93 193 Reepers (2":1") sp.upper L.ft 8.00
220 193a Reepers Cl.II 2"x1" L.ft 0.00
94 194 Ridge tile no. 23.00
95 196 Rim lock 6" 2 leaves Brase No 425.00
221 198a Ring 1 1/2" Brass no 25.00
96 197 River Sand Cube 1700.00
202 408 Rubber Beading for Aluminium fittings L.ft 3.00
32 57 Rubber shuttering planks sq.ft 16.70
99 200 Sand Fine cube 1500.00
100 205 Sash bars 1 1/2"x1 1/2" L.ft. 14.30
101 207 Screws 1 1/2" doz. 0.00
222 207a Screws 1" brass Doz 43.00
223 207b Screws 2" doz 66.00
155 359 Seat cover ( Double ) No 350.00
Page (Page)
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
137 314 Shower Rose 6" No 95.00
102 211 Sink 24"x15"x8" with waste plug & chain no 1810.00
50 117 Skelton bolt 10" brass Doz 130.00
104 215 Skilled labour Gr.I day 500.00
103 214 Skilled labour Gr.Il day 450.00
106 218 Soap tray no 164.00
139 318 Solvent cement 50g Tin 43.00
206 Special labour day 500.00
107 220 Spur stones no. 10.00
108 222 Squating pan with trap no 700.00
109 224 Staining Bolts no. 40.00
110 225 Staples Doz 20.00
112 228 Stop cock L.D model 1 1/4" no. 0.00
111 227 Stop cock L.D model 1/2" no 77.00
135 312 Stopcock LD Model 1 1/2" (Plastic) No 291.50
134 311 Stopcock LD Model 1 1/4" (Plastic) No 213.33
133 310 Stopcock LD Model 1" (Plastic) No 143.00
136 313 Stopcock LD Model 2" (Plastic) No 354.20
132 309 Stopcock LD Model 3/4" (Plastic) No 104.50
113 232 Tar Gal 0.00
224 232a Tiles 1'-0"x1'-0" floor no 65.00
227 236c Tiles 4"x4" colour no 5.75
226 236b Tiles 4"x4" white no 0.00
114 236 Tiles 6" x 6" white no 0.00
225 236a Tiles 6"x6" colour no 13.40
Page (Page)
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
115 245 Timber purlins c.ft. 620.00
246 Timber sp.class upper c.ft. 920.00
116 248 Tooth brush holder cromium plated no 100.00
117 249 Tor steel cwt 2084.00
118 250 Towel Trail holder chromium plated no 275.00
119 255 transport 1 st Mile 1 mile 0.00
215 1002 transport every additional Miles 1mile 0.00
204 410 Type 1 Sum 125.00
205 411 Type 2 Sum 250.00
206 412 Type 3 Sum 75.00
207 413 Type 4 Sum 50.00
208 414 Type 5 Sum 25.00
120 257 Unskilled labour day 300.00
121 260 Varnish gal 1673.00
122 263 Wash basin 22"x16" no. 1473.00
203 409 Welded mesh S.ft 10.00
126 270 Wire dome for 2" pipe No 60.00
228 267a Wire nails 2" lbs 30.00
124 268 Wood plugs no 0.00
229 268a Wood preservative gal 300.00
21 wooden block no 5.00
125 269 Yellow ocare lbs 0.00
240
SUMMARY.
NO DESCRIPTION OF WORK UNIT
1/1 Brick work in Cement, demolished brick Cube
stacked and debris cleared. m3
2/1 Brick work in lime, demolished brick stacked Cube
and debris cleared. m3
5/2 Ceiling, existing removed materials stacked Sqr
and debris cleared. m2
6/2 Cement concrete demolished, and debris Sqr
cleared away. m2
7/2 Cement concrete, reinforced demolished in
suspended floors reinforcement removed and Sqr
debris cleared. m2
8/2 Corrugated Sheets, Iron, Asbestoes or
Aluminium Alloy removed from roof or walls Sqr
and stacked. m2
9/3 Corrugated sheets iron or asbestos or aluminium alloy Sqr
removed from roofs or walls of 2 storeyed buildings m2
11/3 Door or Window, size up to 40 S.ft removed
from existing walls and door or stacked. No
12/3 Doors for window, size over 40 S.ft removed
- do - - do - No
13/4 Door or window, sash only, up to 40 S.ft
removed from existing walls and stacked. No
14/4 Door or window, sash only, over 40 S.ft
- do - - do - No
15/4 Down pipes, 4" to 6" dia G.I old or decayed, L.ft
removed from existing building and stacked. L.m
16/4 Drains demolished and debris cleared L.ft
NO DESCRIPTION OF WORK UNIT
18/5 Fence uprooted, barbed wire rolled up and
all materials stacked (length of fencing to L.ft
measured). L.m
19/5 Floors brick paved, demolished and debris Sqr
cleared away. m2
20/6 Gate sash removed and stacked after
demolishing cement concrete blocks or
removing posts and separating pintols (demolishing
brick work where necessary paid for separately). No
21/6 Glass panes in doors, windows and fanlights Sq.ft
removed and stacked. m2
22/6 Gutter, Eaves, removed and stacked from roofs of L.ft
single story buildings. L.m
23/6 Gutter, Eaves removed from roofs of two storeyed L.ft
buildings and stracked. L.m
25/7 Partitions removed and stacked at side, including Sq.ft
making goodnes two walls and floors. m2
26/7 Lime plastering shipped and debris cleared away. Sqr
27/4 Rendering cement, chipped and debris cleared away Sqr
from brick walls and floors. m2
28/8 Rendering cement, chipped and debris cleared away Sqr
from cement concrete floors and walls. m2
29/8 Roofing removing tiles and timber stacking, serviceable
materials and cleaning debris in single storey Sqr
building. m2
30/8 Roof, removing tiles and timber stacking serviceable Sqr
material and cleaning debris in two storeyed building. m2
32/9 Rubble masonry in cement, demolished rubble Cube
stacked and debris cleared away. m3
33/9 Rubble masonry in lime demolished rubble stacked and Cube
debris cleared away m3
NO DESCRIPTION OF WORK UNIT
34/9 Tiles glazed demolished and debris cleared away. Sqr
35/10 Tiles calicut or half round, removed from roof of Sqr
single storey buildings and stacked. m2
36/10 Tiles calicut of half round removed from Sqr
roof of 2 storeyed buildings and stacked. m2
28 Tiles calicut of half round removed from roof of
two storeyed buildings and stacked. Sqr
39/11 Ceiling asbestoes removing including timber frame
work, stacking serviceable materials single storey Sqr
building (and debris cleared away in single). m2
40/11 Ceiling asbestos removing including timber frame Sqr
work, - do - - do - in two m2
storeyed building.
41/11 Valance/ Barge boarding removed materials stacked L.ft
and debris cleared away in single storey building. L.m
42/11 Valance/ Barge boarding removed - do - L.ft
- do - in 2 storeyed building. L.m
43/12 Cement plastering, soffit chipped and debris cleared Sq.ft
away. m2
NO DESCRIPTION OF WORK UNIT
1/15 Cement concrete 1:3:6 with 2" metel, above one cube Cube
(shuttering paid for seperately). m3
2/15 Cement concrete 1:3:6 (2") upto one cube shuttering Cube
paid for seperately. m3
3/15 Cement concrete 1:2 1/2:5 (1") above one cube Cube
(shuttering paid for seperately). m3
2a/16 Cement concrete 1:3:6 (1 1/2") above 1 Cube
cube (shuttering paid for seperately). m3
2c/16 Cement concrete 1:3:6 (1") above 1 Cube
cube (shuttering paid for seperately). m3
4/16 Cement concrete 1:2 1/2:5 (1") upto one cube Cube
(shuttering paid for seperately). m3
5/16 Cement concrete 1:2:4 (3/4") above one cube Cube
(shuttering paid for seperately). m3
6/16 Cement concrete 1:2:4 (3/4") upto one cube Cube
(shuttering paid for seperately). m3
11/18 Drains, semi circular, in cement concrete 1:3:6 (1") 9"
wide and 9" average depth, with 3" thick sides and base
inclusive of 1/2" cement rendering 1:3 and expansion L.ft
joints as necessary excavation (without ramp). L.m
12/19 Lintol cement concrete 1:2:4 (3/4") 4 1/2"x6" L.ft
(Reinforcement paid seperately). L.m
13/19 Lintol cement concrete 1:2:4 (3/4") 9"x6" (Reinforcement L.ft
paid seperately). L.m
14/20 Lintol cement concrete 1:2:4 (3/4") 9"x9" )Reinforcement L.ft
paid seperately). L.m
19/22 Padstones, cement concrete 1:2:4 (3/4") precast
or in situ.Size 1-6x1-1 1/2x0-6 No
19a/22 Padstones, cement concrete 1:2:4 (3/4") precast
or in situ.Size 1-6x0-6x0-6 No
21/23 Slabs over drain, cement concrete 3" thick 1:2:4(3/4")
reinforced with expended metal and 1/2" cement rendered S.ft
1:2 (R/F paid for seperately). m2
21a/23 Slabs over drain, cement concrete 3" thick 1:2:4(3/4")
reinforced with expended metal and 1/2" cement rendered S.ft
1:2 (R/F paid for seperately). m2
25a/25 Cement concrete 1:1 1/2:3 (3/4"). Cube
m3
23/24 Supr stone, cement concrete 1:2:4 (3/4") for door posts
supplied and fixed. No
25/25 Cement concrete 1:2 1/2":5(1") using
mixer and vibrator (shuttering paid for Cube
seperately). m3
26/25 Cement concrete 1:2:4(3/4") in column shafts
(Reinforcement shuttering and finishes paid for seperately) Cube
in guard floor using mixer and vibrator. m3
27/25 Cement concrete as per Item 61 in 1st floor. Cube
m3
28/25 Cement concrete as per Item 61 in 2nd floor. Cube
m3
29/26 Cement concrete 1:2:4 (3/4") in beams in ground floor Cube
(reinforcements shuttering and finishes paid for seperately) m3
using mixer and vibrator.
30/26 Cement concrete as per Item 29 in 1st floor. Cube
m3
31/26 Cement concrete as per Item 29 in 2nd floor. Cube
m3
32/26 Shuttering for floor slab concrete and dismantling. Sqr
m2
33/27 Shuttering for column shaft and diamantling (for column Sq.ft
9"x9"x4" 4 ft heigh I.e 4 1/2" ft box). m2
33a/27 Shuttering for footing and walls etc. Sq.ft
m2
34/27 Shuttering for beam including dismantling (12"x18" Sq.ft
beam 20 ft long). m2
35/28 Cement concrete 1:2"4(3/4") lintol in ground floor
Reinforcement and shuttering paid for seperately using Cube
mixer and vobrator. m3
36/28 Cement concrete lintols as per Item (71) in 1st floor. Cube
m3
37/28 4" thick R..C.C 1:2:4 (3/4") in first floor slab (reinforcement Sqr
and shuttering paid seperately) using mixer and vibrator. m2
38/29 5" thick R.C.C in 1st floor - do - Sqr
- do - - do - m2
39/29 Drains semi circular in cement concrete 1:3:6 (1") wide
and 9" average depth, 3" thick sides and base, inclusive of
1/2" cement rendering 1:3 with necessary expension, joints L.ft
and excavation, but without ramp L.m
40/29 Drains in cement concrete 1:3:6(1") as above L.ft
But with ramp 2' 6" wide L.m
BLOCK MASONRY
1 Cement sand block in 1:6 mix in cement Cube
sand 1:5 mix m3
2 4" thick cement sand block 1:6 mix masonry Sqr
in cement sand 1:5 mix m2
NO DESCRIPTION OF WORK UNIT
2/30 Brick work in cement mortar (1:5) above 1 cube (up to 1st Cube
floor level). m3
3/30 - do - up to one cube - do - Cube
- do - m3
4/31 Brick work in cement mortar 1:5 in piers (in ground floor). Cube
m3
6/31 Brick work 4 1/2" thick in cement mortar 1:5 above 1 square. Sqr
m2
7/32 - do - up to one Sqrs. Sqr
m2
12/33 Extra over Item 2-5 and 9-11 for brick Cube
work from 1st floor level up 2nd floor. m3
14/34 Extra over Items 6-8 for brickwork from Sqrs
1st floor level to 2nd floor. m2
19/35 Coping, brick in cement 1:5 weathered and throated on L.ft
4 1/2" walls, cement renedered 1/2", 1:3 complete. L.m
20/35 Coping, brick in cement 1:5 weathered throated on 9" walls L.ft
and 1/2" cement rendered 1:3 complete. L.m
24/37 Doors or window inserted in existing walls including making,
No
25/37 Drains brick in cement 1:5,9" average depth 12" wide and
cement rendered 1/2" thick 1:3 complete with expansion joints
as necessary, including necessary excavation (apron paid L.ft
for seperately). L.m
26/38 Drains brick in cement 1:5,6" average depth 9" wide and
cement rendered 1/2" thick 1:3 complete with expansion joints
as necessary, including necessary excavation (apron paid L.ft
for seperately). L.m
28/38 Steps 12" wide and 6" to 9" high masonary or brick work in
cement mortar 1:5 rendered 1/2" cement 1:2 with foundation L.ft
6" below ground. L.m
30/39 Brick work in cement and sand 1:8 in foundation and upto Cube
D.P.C. m3
31/40 Brick work in cement and sand 1:8 in super structure Cube
in ground floor. m3
32/40 - do - in 1st floor. Cube
m3
33/40 - do - in 2nd floor. Cube
m3
MASON.
NO DESCRIPTION OF WORK UNIT
1/41 Random Rubble Masonary in cement mortar 1:5 above Cube
1 cube. m3
2/41 - do - up to one cube. Cube
m3
NO DESCRIPTION OF WORK UNIT
1/43 Exapansion joints in brick floors, filled with bitumen L.ft
and sand. L.m
2/43 Exapansion joints in concrete floors filled with bitumen and L.ft
sand(to full depth of concrete and rendering). L.m
5/44 Floors, cement concrete 1:2 1/2:5(1") 3" cement rendered 1/2", Sqr
1:2, with expansion joints filled with cement and sand. m2
12/46 Tiles glazed colour 6"x6" with all specials, supplied and S.ft
fixed to walls including raking plaster and bedding in m2
cement mortar 1:2.
12/46 Tiles glazed(colour)6"x6", with all S.ft
specials, supplied and fixed to walls m2
including raking plaster and bedding
in cement mortar 1:2.
12d/46 Tiles 8"x8", pressed of approved pattern and S.ft
colour, supplied and fixed. m2
NO DESCRIPTION OF WORK UNIT
4/139 Cracks in wall, plastered in cement 1:3 L.ft
after chipping 2" to 4" wide m
9/141 Flashing or plaster bands laid over tiles L.ft
4" to 6" wide on roof in cement and lime L.m
mortar 1:1:4
14/142 Rendering cement 1/2", 1:2 above 1 Sqr
Square. m2
15/142 Rendering cement 1/2", 1:2 upto 1 square Sqr
m2
16/143 Rendering cement 1/2", 1:3 above 1 Square. Sqr
m2
17/143 Rendering cement 1/2", 1:3 upto 1 Square Sqr
m2
18/143 Rendering, cement 3/4", 1:2 above 1 Sqr
Square. m2
19/143 Rendering, cement 3/4", 1:2 upto 1 square Sqr
m2
20/144 Rendering, cement 3/4", 1:3 above 1 Sqr
Square. m2
21/144 Rendering, cement 3/4", 1:3 upto 1 square Sqr
m2
22/144 Rendering, cement, floating coat using Red
cement finished smooth with Carborandum Sqr
stone m2
25/145 Rendering cement 3/4", 1:2 with Pudlo 5lbs Sqrs
to 100 lbs cement m2
26/145 Skirting in cement mortar 1:3, 1/2"x4" L.ft
projected or flush with wall, and L.m
including forming groove.
27/145 Skirting in cement mortar 1:3, 1/2"x6"
projected or flush with all finished with
Red cement floating, including forming L.ft
groove. L.m
28/146 3/8" thick plastering to RCC beams, slab Sqrs
soffit in cement sand 1:3 .with lime putty m2
29/146 D.P.C. 3/4" thick in cement, sand 1:2 Sqrs
finished smooth with 2 coats of hot tar. m2
29a/146 3/8" thick cement and sand plastering to Sqrs
column and beam m2
29b/146 1/2" thick cement plastering 1:4 mix Sqrs
m2
29c/146 5/8" thick cement plastering 1:4 mix Sqrs
m2
29d/146 Cracks in wall Plastered in cement 1:3 L.ft
after chipping 2" to 4" wide L.m
29e/146 Plinth plastering 1/2" thick 1:3 cement and Sqrs
sand with red cement floating m2
NO DESCRIPTION OF WORK UNIT
5/49 Corrugated asbestos sheet roofing on
special upper cl. Timber/kempas purlines
supplied and fixed complete including
treating timber with wood preservative Sqrs
two coats (ridging measured seperately). m2
7/50 Corrugated asbestos sheet fixed to roof
or wall on existing frame work with
necessary coach screws and limpet Sqrs
washers, or hook bolts.& with 2 coats wood m2
Preservative to existing frame work
18/53 Ridging, calicut pattern bedded in
Cement and lime mortar 1:1:4, Coloured L.ft
to match tiles. L.m
19/53 Ridging, Calicut Pattern bedded in
cement and lime mortar 1:1:4 coloured L.ft
to match tiles (tiles available at site) L.m
21/54 Ridging with asbestos cement close
fitting ridges fixed complete with L.ft
roofing screws or hook bolts. L.m
26/55 Tiles, calicut pattern, flat supplied and
laid up to 5 tiles in single storey building No
27/56 Tiles, calicut pattern flat supplied and
laid (above 5 and up to 25) in single
storey Building. No
30/56 Tiles calicut pattern supplied and laid Sqr
in any Building. m2
31/56 Tiles, calicut pattern, laid in any Sqr
Buildings(tiles available at site). m2
43/53 Shifting and re-laying calicut pattern Sqr
tiles. m2
44/59 Supplying and laying half round tiles Sqr
on the existing asbestos roof. m2
NO DESCRIPTION OF WORK UNIT
8/63 Boards, Barge, Valance, Fascia, 3/4" to
1" thick in class.II Local timber fixed
complete with necessary Brass screws new or
renewed above 1 C.ft.( 9" width) with 1 coat L.ft
primer & 2 coat of enamel painting L.m
12/64 Boardes, Barge, Valance, Facia,
available fixed including cutting and s.ft
minor repairs.with 2 coats enamel painting m2
3/61A Beadings, Class I local timber 1 1/2" to
2"x1/2" plain chamfered, fixed with brass L.ft
screws L.m
14/65 Ceiling asbestos, flat fixed with clout
headed nails to 4"x2" joists at 4'crs & 2"x 2"
bearers at 2' crs of spl.upper class. Timber/
kempas including 1 1/2" x 1/2" cover fillets
and 2 1/2" x 1/2" coves of Halmills timber.
Rate to include 2 coats tarnap to joists
and bearers primer and '2 coats of enamel
painting to beadings 'and mouldingd 2 coats
of white washing to ceiling.
Making holes in wall and fixing joists and
bearers 'Per 1.95 Sqrs (15'-0"x13'-0"). Sqr
m2
14a/65 Ceiling asbestos, flat in eves fixed with clout
headed nails to 2" x 2"& 2"x1" spacer
bearers not exceading 2'-0 centrs both ways
bearers of spl.upper class/ kempus timber
including Aluminium beading 1" wide with
Rubber fillets fixed not exceedaing 2'-0" crs
bothways Rate to include 2 coats tarnap to Sqr
timber and 2 coats emulsion m2
paint to abestos sheet
NO DESCRIPTION OF WORK UNIT
14b/65 Ceiling asbestos, flat fixed with clout
headed nails to 4"x2" joists 4'-0 crs & 2"x2"
bearers of spl.upper class/kempus timber 2'-0" crs
and 2"x1" spacer bearers not exceding 2'-0crs
including Aluminium beading 1" wide with
rubber fillets not exceeding 2'-0 crs fixed bothways Sqr
Rate to include 2 coats tarnap to timber m2
and 2 coats emulsion paint
to abestos sheet
14c/65 As per Item No.14 with only 2"x2"beares Sqr
in eaves ceiling. -do- -do- m2
14d/65 White washing to ceiling 2 coats and
2 coats of oil paint to beading and Sqr
moulding. m2
14e/65 Ceiling, upper side cleaned and debris Sqr
cleared away. m2
26/68A Cove mouldings Cl.I 2 1/2"x1 1/2" fixed
with brass screws and plugs new or L.ft
renewed. L.m
28/69 Doors or Windows, ledged, braced and
battened with grooved and tongured
joint,3 3/4" x 2 3/4" frames in spl upper class
/ kempas and 3/4" to
7/8" thick sashes in class1 timber S.ft
with brass fittings. m2
30/70 - do - - do -
Sash only, in class 1 timber S.ft
fixed with brass furniture. m2
32/70 Doors or Windows, framed and battened,
sash 1" to 1 1/8" thick in Special
upper Class timber/kempas fixed complete S.ft
with brass furniture. m2
32a/70 Battened sash only 1" to 11/8" thick in sp. S.ft
upper class timber/kempas fixed completed with m2
brass fittings
NO DESCRIPTION OF WORK UNIT
42/74 Doors or Windows, glazed and/or
pannelled with 3 3/4"x2 3/4" frames and
1 1/8" to 1 1/4" sashes in special upper S.ft
Class I timber/kempas fixed. m2
44/75 Doors or Windows, glazed or
pannelled sash only 1 1/8" to 1 1/4" thick
in Special upper class timber/kempas with brass S.ft
furniture. m2
44a/75 Doors pannelled and terllised/B.R.C.
weld mesh No. 32 with 3 3/4"x2 3/4"
frames and 1 1/8" thick sashes in special
upper class timber/kempas, fixed complete with S.ft
brass furniture. m2
52/78 Doors pannelled with 3 3/4"x2 3/4" frames
and 1 - 1 1/8"sashes in Special upper S.ft
Class timber /kempasfixed.with brass fittings m2
53/78 Door or Window, removing easing and Per
re-fixing. sash
54/78 Door or Window, easing only. Per sash
55/79 Door or Window frames renewed in
short lengths with special upper Class L.ft
timber/kempas. L.m
Assume 3'-0" Length of frame renewed
100/92 Reepers 2"x1" in Class I timber supplied L.ft
and fixed new or renewed with iron L.m
nails, up to 100 L.ft (shiffting of tiles paid
for seperately).
re-fixed in new position.
101/92 - do - - do - L.ft
over 100 L.ft. L.m
Per 100 L.ft
107/94 Roof with calicut pattern tiles on spl upper
class/Kempus frame work complete with ridges, Sqr
hips etc. m2
107a/94 gable end roof - do - Sqr
- do - - do -. m2
117/97 Timber available, sorted out, cut to
required sizes and fixed in roof and C.ft
other carpentry work. m3
121/98 Timber special upper Class/kempas fixed or
renewed in roof and other carpentry C.ft
work. m3
135/101 Trellis partition with 1/2"x1/2" laths fixed
2" apart diagonally or horizontally and S.ft
vertically on 4"x2" Milla timber framing. m2
138/102 Door frame 4"x3" in spl upper class timber/kempas S.ft
supplied and fixed in position m2
118/97 Timber fixed or renewed in post and frames C.ft
140/103 Door 1 1/4" thick plywood ordinary sash
single (ordinary finish) hung on 4"x3"
frame in Special upper class timber/kempas and S.ft
complete with brass furniture with mortice lock m2
140a/103 As per Item No 140 -do- -do- but with marine type S.ft
2'3"x6'9". m2
142/104 Supplying and fixing Plywood door 1 1/4" thick S.ft
single (Ordinary finish) to the existing frame m2
with brass fittings with mortice lock
143/104 -do- -do- plywood Marine type 1 1/4" thick S.ft
single hung to existing frame with fitting m2
NO DESCRIPTION OF WORK UNIT
13/165 Lettering 1" to 1 1/2" painted in sinhalese
English or Tamil, including painting Per
ground. Letter
14/165 Lettering 2" to 3" - do - Per
- do - - do -. Letter
15/166 Lettering 4" to 5" - do - Per
- do - - do -. Letter
23/168 Painting, enamel paint including washing
cleaning and smoothing down with sand Sqr
paper, 1 coat. m2
24/168 Painting enamel paint - do - Sqr
- do - 2 coats. m2
25/168 Painting New wood 1 Coat primer & 2 Coats Sqr
Enamel paint m2
25a/168 Painting new wood work and 2 coats of Sqr
enamel paint. m2
27/169 Painting Steel work, 1 coat, with Sqr
Anticrosive paint including removing m2
scale and wire brushing.
28/169 Painting Steel work, 2 coats, with Red
oxide including removing scale and Sqr
wire brushing. m2
30/169 Painting walls with emulsion paint 1 coat Sqr
(new coat). m2
30a/169 Painting walls with weather shield 1 coat Sqr
( New work ) m2
31/170 Painting walls with Emulsion paint, 2 Sqr
coats (new work). m2
31a/170 Painting walls with 2 coats of weather shield paint Sqr
( New work ) m2
32/170 Painting walls with Emulsion paint, 1
coat including preparing surface of old Sqr
work. m2
32a/170 Painting walls with weather shield paint Sqr
1 coat ( Old work ) m2
33/170 - do - - do - Sqr
2 coats - do - - do -. m2
33a/170 Painting walls with weather shield paint Sqr
2 coat ( Old work ) m2
40/172 Tarnap or other wood preservative, Sqr
applied to wood work 1 coat (old work). m2
41/172 Tarnap or other wood preservative, Sqr
applied to wood work 2 coats (new work). m2
44/173 Varnishing with best copal varnish after Sqr
washing down and sand papering 1 coat. m2
45/173 - do - - do - Sqr
- do - 2 coats. m2
49/174 White or colourwashing walls of single
storey buildings 1 coat, including Sqr
patching and preparing surface. m2
50/174 - do - - do - Sqr
2 coats - do -. m2
Item Description Unit
4/127 Bolts barrel 4", brass oxidised heavy
quality supplied and fixed with brass
screws. No
6/128 - do - 6" - do -
- do - - do - No
18/130 Casement fastner with mortice plate, brass oxidised
heavy quality supplied and fixed with brass screws. No
19/130 Casement stays 10", brass oxidised heavy
quality supplied and fixed. No
21/131 Fanlight Catches brass oxidised heavy
quality with brass screws fixed complete. No
27/132 But hinges 4"x3" brass oxidised heavy quality
supplied and fixed with brass screws complete. No
29/132 - do - 4"x4" - do -
- do - - do - No
29a/132 - do - 4"x2 1/2" - do -
- do - - do - No
31/133 Hinges centre pivot (consisting of 2 pieces)
brass oxidised heavy quality supplied and
fixed with brass screws complete. Set
31a/133 Rings, brass 1 3/4" to 1 1/2" supplied
and fixed to doors and windows with
brass screws. No
51/137 Lock Mortice Vinion /concord single supplied
and fixed. No
52/137 Lock Mortice Vinion/concord double, supplied
and fixed. No
53/137 Mortice Lock Union ( English) single
supplied and fixed. No
54/137 Mortice Lock Union ( English) double
supplied and fixed. No
53a/137 Lock Night Latch supplied and fixed with
duplicate keys approved quality No
63/123 Tor steel rods in reinforcing. Kg
64/123 Tor steel rods reinforcement in foundation Kg
63a/123 Mild Steel rods in reinforcing lintols or beams. Kg
64a/123 Mild Steel rods in Foundation . Kg
Item Description Unit
49/119 Hinges T, 10" Iron, heavy quality supplied
and fixed with iron screws complete. Pair
60/121 Locks, rim 6" iron, superior quality, heavy
type, s/f. with iron screws complete. No
67/123 M.S.Bars 5/8" dia supplied & fixed in
window frame at 4" cetres & painted L.ft
with one coat red lead & 2 coats aluminium L.m
67e/123 1/2" dia - do - - do - L.ft
L.m
Item Description Unit
9/150 Flashing G.I.22 B.W.G. 1'6" wide, fixed
with 6" turned up along, and top edge
tucked well into wall in cement and L.ft
lime mortar. L,m
29/156 Gutters, Valley 20 B.W.G 36" wide,
renewed on existing board, sheets
tarred, joints soldered and cement, L.ft
lime filletting complete. L,m
34/158 -Do- renewed including 1" thick timber
boarding sheet tarred, joints soldered and L.ft
cement lime filletting complete. L,m
NO DESCRIPTION OF WORK UNIT
RATE ANALYSIS SECOND HALF OF 2003 IN TRINCOMALEE
TINKER.
1 Drains, earth, in any soil except rock
requiring blasting cut to gradient and cube
shaped as directed soil deposited m3
within site.
2/13 Excavation in any soil except rock requiring cube
blasting part returnfill in and ram, and m3
surplus disposed of within site as directed.
4/14 Filling under floor with gravel or other cube
approved quality of filling, spread, m3
watered and well rammed in 3" layers
with available earth.
6/14 Filling under floor with gravel or other cube
approved quality of filling spread water m3
and rammed in 3" layers (material not
available at site).
7/15 External Filling.(Material not available at site) cube
m3
8/15 External Filling.(Material available at site) cube
m3
Item Description Unit
1/179 Ball valve 1/2" supplied and fixed No
2/179 Ball valve 3/4" supplied and fixed No
13/181 Wash' Basin, Lavatory, 22"x16" with one tap,
water plug, new brackets, supplied &
fixed complete. (Additional tap, trap,
and outlet pipe paid for seperately). No
17/182 Basin, sink or urinal including all fittings
removed and walls made good No
31/185 Closet, pedestal type available at site, fixed
with cement concrete after breaking concrete
floor and making good and connections to soil
and flush pipes No
32/186 Closet, pedestal type, disconnecting and
plugging sewer connection and making good
all affected walls and floors No
34/186 Closet, pedestal type, with low level
glazed earthenware flushing cistern
flush pipe, double plastic sheet cover,
1/2" stop cork, trap etc. supplied &
fixed completed. No
35/186 Closet squatting type, with trap supplied
& fixed. No
36/187 Closet, squatting type, removed, sewer
connections plugged and floor made
good. No
40/188 Cocks, brass bib 1/2" supplied & fixed
(Heavy quality). No
66/193 Flushing Cistern fixed complete low level
(Ceremics).meterial available No
66a/193 Flushing cistern, low level, plastic
supplied and fixed complete. No
86/197 Mirror, bath room type, supplied &
fixed to wall with Rawl plugs and
plastic frames. No
147/214 Shower rose, 6" pvc supplied & fixed. No
153/215 Sink, glazed, earthenware 24"x15"x8"
supplied and fixed with waste plug,
complete (pedestal paid seperately). No
147a/214 Towel rail 2'-0" long 3/4" dia chromium
plated. No
171/219 Soap tray, white porcelain, supplied and
fixed to wall with rawl plugs. No
173/220 Stop cocks, 1/2" supplied & fixed No
Plastic L.D. make).
174/220 Stop cocks, 3/4" supplied and fixed.
Plastic L.D. make). No
175/220 Stop cocks, 1" supplied and fixed.
Plastic L.D. make). No
176/220 Stop cocks, 1 1/4" supplied and fixed.
( Plastic L.D. Model ) No
177/220 Stop cocks, 1 1/2" supplied and fixed.
Plastic L.D. make). No
178/221 Stop cocks, 2" supplied and fixed.
Plastic L.D. make). No
178a/221 As per Item No. 178a (Gate valve 2") No
English make
178b/221 Non return valve English 2" dia No
200/228 Tooth brush holder, chromium plated
supplied and fixed to wall with Rawl
plugs. No
292/240 Pipes pvc 1/2" supplied & fixed. L.ft
L.m
293/240 Pipes pvc 3/4" supplied & fixed. L.ft
L.m
294/240 Pipes pvc 1" supplied & fixed 1000 type. L.ft
L.m
294a/240 pipes pvc 1" supplied & fixed 600 type. L.ft
L.m
295/240 Pipes pvc 1 1/4" supplied & fixed 1000 type. L.ft
L.m
295a/240 Pipes pvc 1 1/4" supplied & fixed 600 type. L.ft
L.m
296/241 Pipes pvc 1 1/2" supplied & fixed. L.ft
296a/241 pvc pipe 1 1/2" (1000 type) supplied & L.ft
fixed with out excavation. L.m
296b/241 pvc pipe 1 1/2" (600 type) supplied & L.ft
fixed with excavation. L.m
296c/240 pvc pipe 1 1/2" (600 type) supplied & L.ft
fixed with out excavation. L.m
297/241 Pipes pvc 2" (1000 type) supplied & fixed. L.ft
With excavation L.m
297a/241 pvc pipe 2" (1000 type) supplied & L.ft
fixed with out excavation. L.m
297b/241 pvc pipe 2" (600 type) supplied & L.ft
fixed with excavation. L.m
297c/241 pvc pipe 2" (600 type) supplied & L.ft
fixed with out excavation. L.m
310/243 Eaves gutters 6" square type pvc fixed L.ft
with PVC brackets. (1' - 6 " Crs) L.m
311/244 Down Pipe 3 1/2" Dia P.V.C Fixed with L.ft
Wooden Plug to wall etc. L.m
311a/244 PVC 4" ( 600 type ) pipe supplied and fixed on walls L.ft
L.m
5/245 Drains, pvc 400 type 4" laid on cement
concrete 6" thick upto 2'-0" depth of
invert including excavation and cement L.ft
concrete haunching (1:3:6 - 1" metal). L.m
13/246 Gulley pvc 6" supplied & fixed including
gulley box. No
18/247 Manhole 2'x2' and upto 2'-0" deep, 9"
thick brick in cement 1:3 walls & cement
rendered 1/2" (1:2) with 6" cement conc.
foundation 1:3:6 (1" metal) including
forming channels but without cover. No
19/247 Manhole 3'6"x2'3" & 2'0" to 4'0" deep
- do - - do -. No
20/248 Manhold 3' 6" x 2' 3" & 4' to 6' deep 9" thick No
-do -do-
23/248 Manhole cover reinforced concrete 3"
thick 2'-0x2'-0" approx. supplied & fixed no
reinforced with 1/4" dia M.S.rods at
3" centres both ways.
26/249 Wire dome for 2" pipe supplied and fixed no
1/D 110mm PVC inspection joint supplied and fixed No
2D 110mm PVC inspection "Y" joint supplied and fixed No
3D 110mm PVC Bend ( 11 Deg.) supplied and fixed No
4D 110mm PVC Bend ( 22 Deg.) supplied and fixed No
5D 110mm PVC Bend ( 60 Deg.) supplied and fixed No
6D 110mm PVC Bend ( 88 Deg.) supplied and fixed No
7D 110mm PVC "T" Junction supplied and fixed No
8D 110mm PVC "Y" Joint supplied and fixed No
9D 50mm Bottle trap supplied and fixed No
10D 110mm PVC Inspection bend supplied and fixed No
11D 63mm PVC "Y" Joint supplied and fixed No
12D 110mm PVC Elbow supplied and fixed No
'APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINCOMALEE
'MISCELLANEOUS..
Item Description Unit
6/251 Fence barbed wire ,14 gauge,
4 points, 3" sparts, supplied and fixed in L.ft
existing timber posts with G.I staples. L.m
15/253 Intermediate fence posts or structs, cement
concrete 1:1 1/2:3(3/4") reinforced with
4 Nos. 1/4 dia. M.S.rods 5'-7" high square
section 4" to 6" fixed complete as per
drawing No.68 of 22.07.1936. per post
16/253 - do - - do - 7'6" high - do -. per post
17/253 End post and strut for Type barbed wire
fence fixed complete in cement concrete
as per Drg. 68 of 1936. per post
18/254 Fence barbed wire, 7 strands 14
B.W.G with 4 points at 3" centres and
R.C.C posts (1:2:4) 3/4" metal reinforced
with 4 Nos. 1/4 rods with 14 B.W.G
stirrups at 8" centres including post to
be fixed at 8'-0 crs' excavation cement
concrete foundation '1:3:6(1 1/2") metal
to corner posts and 'structs and straining
bolts, all as per type 'plan 68 of
22.07.1936 structs to be 'reinforced
with 4 Nos. 3/8" rods and 'corner posts
with 4 Nos. 1/2" rods. ( including L.ft
white washing 2 coats) L.m
18A/254 - Do - - do - - do -
- do - 6 Strands - do - - do - L.ft
- do - - do - - do - L.m
19/254 Straining Bolts 1/2" dia made and fixed
18" long (Approx). No
21/255 Well, bailing out water 5' to 7' dia. Upto
20' depth including cleaning well. L.ft
^ ^ANGLE IRON
Item Description Unit
1/A Supplying and fixing 50mmx50mmx6mm thick
Angle iron purlin fixed to wall at not exeeding
900mm centres and joints should be bolted with
2Nos 12mm dia bolts and nuts other site welding
with cleats minimum length 450mm in next reduced
angle iron including two coats of Anticorrosive paint
as directed & including anchoring purlins with 2 nos
10mm tor steel welded to purlins where ever necessary and L.ft
with 1:2:4 concreting. L.m
2/A 62.5mmx62.5mmx6mm Angle iron purlin L.ft
-DO- -DO- L.m
3/A 75mm x 75mm x 6mm Angle Iron purlin L.ft
-DO- -DO- L.m
4/A End Truss-2/50mm x 50mm x 6mm L.ft
Per 7'-0" including 1:2:4(3/4) concreting 2nos L.m
12mm dia 9" long welded to end truss
with 2 coats of anticorrosive paint
5/A End Truss-2/62.5mm x 62.5mm x 6mm L.ft
-DO- -DO- L.m
6/A End Truss-2/75mm x 75mm x 6mm L.ft
-DO- -DO- L.m
7/A 25mm x 6mm - Flat Iron - 1'-0" long
weld to end purlin as bracket to fix valance
board with two coats of anticorrosive paint
& bolts & nuts No
8/A 31mm x 6mm - Flat Iron - 1'-0" long No
-DO- -DO-
9/A 2/3" x 3" x 1/4"(2/75mm x 75mm x 6mm) L.ft
angle iron slope beam including 1:2:4(3/4") L.m
concreting with 4 nos 16mm 9" long Rag bolt
with 2 nos 9"x9" 10mm Ms base plate
10/A Supplying & fixing 'H' iron 6" x 3" 6mm L.ft
with necessary cleats to housing props L.m
including 2 coats of anticorrosive painting
11/A Supplying & fixing ' H ' Iron 8" x 4" L.ft
(6mm) with necessary cleats L.m
-do -
12/A G.I. Gate with 12'-0" x 4'-6" hight 2 Nos sashes made
out of 1 1/2" dia G.I. heavy quality frame with
6mm M.S. rod welded 3" c/c both ways all as per
Drg. No. 409853 fixed with 9" x 9" RCC pillar in
1:2:4(3/4") concrete 4Y12 reinforced and R6 at 6" crs.
stirrups rate include for Excavation base concrete
footing R/F with
Y10 @ 8" c/c both way 5/8" thick 1:4 plastering 4 Nos. pintol
and stirrups locking divice barrel bolt etc. and 2 coats
Anticorrosive paint and 2 coats enamel paint per piller
& 2 coats ofwhite washing to pillers as directed
ALUMINIUM WORK
Item Description Unit
1/AL Aluminium Partition with sliding door S.ft
m2
2/AL Aluminium Casement with project S.ft
m2
3/AL Aluminium Door frame only S.ft
m2
4/AL Aluminium door fully glazed double hung S.ft
m2
5/AL Al Double hung Door with panneled and S.ft
glazed m2
6/AL Al single hung Door with fully glazed S.ft
m2
7/AL Al Single hung Door with panneled and S.ft
glazed m2
SUMMARY.
APPROVED B.S.R FOR THE FIRST HALF 0F 2003 IN TRINCOMALEE
DEMOLISHER.
RATE (1st)
973.00
344.00
778.00
275.00
247.00
26.60
1667.00
179.00
2408.00
259.00
281.00
30.20
304.00
33.00
371.00
556.00
57.00
86.00
3.90
12.80
12.00
RATE (1st)
18.00
59.00
278.00
30.00
371.00
16.90
182.00
2.40
7.90
3.60
11.80
14.20
153.00
139.00
416.00
45.00
625.00
67.00
524.00
56.00
719.00
77.00
1216.00
430.00
778.00
275.00
RATE (1st)
741.00
195.00
21.00
292.00
31.00
224.00
931.00
100.00
1125.00
121.00
2.40
7.90
3.60
11.80
542.00
58.00
CONCRETOR.
RATE (1st)
20647.00
7296.00
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINCOMALEE
21388.00
7558.00
22842.00
8071.00
20840.00
7364.00
21353.00
7545.00
23583.00
8333.00
24675.00
8719.00
25416.00
8981.00
286.00
938.00
120.00
394.00
162.00
531.00
218.00
715.00
315.00
118.00
111.00
1195.00
79.00
850.00
27551.00
9735.00
29.00
24048.00
8498.00
26830.00
9481.00
27571.00
9742.00
28682.00
10135.00
26700.00
9435.00
27441.00
9696.00
28552.00
10089.00
3988.00
429.00
60.00
646.00
16.00
172.16
43.00
463.00
26678.00
9427.00
27419.00
9689.00
8838.00
951.00
10712.00
1153.00
0.00
0.00
463.00
1518.00
BLOCK MASONRY
16630.00
5876.00
6081.00
655.00
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINCO
BRICKLAYER.
RATE (1st)
16820.00
5943.00
17690.00
6251.00
18559.00
6558.00
6593.00
710.00
6982.00
752.00
584.00
206.00
195.00
21.00
117.31
384.00
164.00
538.00
4121.00
329.00
1079.00
217.00
712.00
170.00
558.00
15894.00
5616.00
16357.00
5780.00
16941.00
5986.00
18108.00
6399.00
RATE (1st)
15823.00
5591.00
16379.00
5788.00
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINC
PAVIOR.
RATE (1st)
7.00
23.00
17.00
56.00
7868.00
611.00
107.00
847.00
128.00
1378.00
125.00
1350.00
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINCO
PLASTERER.
RATE (1st)
12.00
39.00
20.00
66.00
1971.00
212.00
2110.00
227.00
1716.00
185.00
1855.00
200.00
2790.00
300.00
2975.00
320.00
2493.00
268.00
2679.00
288.00
587.00
63.00
3228.00
347.00
30.00
98.00
51.00
167.00
2601.00
280.00
3681.00
396.00
2348.00
253.00
1615.00
174.00
1681.00
181.00
13.00
42.00
2303.00
248.00
APPROVED B.S.R FOR THE FIRST HALF 2003 IN TRINCOMAL
ROOFER.
RATE (1st)
10298.00
1109.00
4705.00
506.00
78.00
256.00
49.00
161.00
149.00
489.00
28.00
24.00
2750.00
296.00
185.00
20.00
370.00
40.00
2649.00
285.00
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINCO
CARPENTER & JOINTER.
RATE (1st)
95.00
310.00
42.00
452.00
11.00
36.00
12087.00
1299.68
14211.00
1530.00
RATE (1st)
14911.00
1603.00
10874.00
1171.00
1018.00
109.46
92.00
10.00
16.00
54.00
394.00
4234.00
252.00
2717.00
509.00
5472.00
377.00
4061.00
RATE (1st)
479.00
5155.00
416.00
4474.00
425.00
4568.00
487.00
5244.00
171.00
67.00
304.00
997.12
12.00
41.00
11.00
36.00
14294.00
1539.00
12093.00
1302.00
436.00
15387.00
1861.00
65672.00
504.00
5425.00
239.00
2575.00
2152.00
321.00
3458.00
365.00
3927.00
207.00
2230.00
219.00
2356.00
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINC
PAINTER & DECORATOR.
RATE (1st)
42.00
50.00
70.00
741.00
80.00
1415.00
152.00
2114.00
228.00
1405.00
151.00
616.00
66.00
1136.00
122.00
534.00
58.00
607.00
65.00
957.00
103.00
1118.00
120.00
625.00
67.00
698.00
75.00
1049.00
113.00
1210.00
130.00
253.00
27.00
460.00
50.00
867.00
93.00
1507.00
162.00
120.00
12.90
208.00
22.00
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINC
BRASS FOUNDER.
RATE (1st)
138.00
185.00
170.00
154.00
102.00
300.00
379.00
277.00
128.00
56.00
869.00
1442.00
2066.00
3728.00
601.00
128.00
123.00
126.00
121.00
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINC
IRON MONGER.
RATE (1st)
298.00
636.00
60.00
199.00
37.00
124.00
RATE (1st)
152.00
498.00
342.00
1121.00
572.00
1875.00
APPROVED B.S.R FOR THE FIRST HALF OF 2003. IN TRINCOMA
EXCAVATOR.
RATE (1st)
529.00
187.00
622.00
220.00
725.00
256.00
3001.00
1060.00
2314.00
818.00
205.00
73.00
PLUMBER.
RATE (1st)
165.00
231.00
2979.00
485.00
889.00
612.00
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINCOMALEE
6891.00
2022.00
866.00
232.00
619.00
2061.00
785.00
599.00
2936.00
410.00
293.00
234.00
267.00
280.00
433.00
463.00
538.00
1005.00
#N/A
320.00
13.00
42.00
20.00
65.00
39.00
129.00
28.00
92.00
53.00
175.00
42.00
138.00
73.00
65.00
213.00
47.00
154.00
38.00
126.00
118.00
388.00
110.00
361.00
71.00
233.00
63.00
206.00
88.00
288.00
81.00
264.00
227.00
743.00
357.00
1171.00
627.00
5097.00
8842.00
13518.00
797.00
85.00
533.00
611.00
246.00
250.00
341.00
485.00
744.00
713.00
302.00
557.00
86.00
457.00
RATE (1st)
4.20
13.80
808.00
901.00
4818.00
208.00
683.00
214.00
703.00
292.00
111.00
RATE ANALYSIS FIRST HALF OF 2003 IN TRINCOMALEE
RATE (1st)
121.00
397.00
145.00
474.00
173.00
569.00
363.00
1192.00
403.00
1323.00
455.00
1491.00
41.00
49.00
453.00
1485.00
#N/A
#N/A
81.00
265.00
#VALUE!
RATE ANALYSIS FIRST HALF OF 2003 IN TRINCOMALEE
RATE (1st)
353.00
3797.00
610.00
6569.00
143.00
1544.00
735.00
7906.00
733.00
7885.00
702.00
7550.00
700.00
7528.00
Code No Description Unit Rate
1 1 1/2" dia. Pvc pipe 1000 type L.ft 38.50
2 1 1/2" dia. Pvc pipe 600 type L.ft 25.00
3 1 1/4" dia. Pvc pipe 1000 type L.ft 26.00
4 1 1/4" dia. Pvc pipe 600 type L.ft 18.50
5 1" dia. Pvc pipe 1000 type L.ft 17.00
6 1" dia. Pvc pipe 600 type L.ft 10.50
7 1/2" dia. Pvc pipe 1000 type L.ft 6.30
8 2" dia. Pvc pipe 1000 type L.ft 67.00
9 2" dia. Pvc pipe 600 type L.ft 40.50
10 3/4" dia. Pvc pipe 1000 type L.ft 11.30
11 4" dia. Sewerage (SS) 250 type L.ft 48.50
12 4" dia. Sewerage (SS) 400 type L.ft 75.00
12b Anticorrosive paint gal 1085.00
13 Asbestoes flat sheet 1.2m x 1.2m S.ft 13.30
14 Asbestoes ridges Pairs 267.00
15 Asbestos corr. Sheet S.ft 21.35
19 Bamboos L.ft 120.00
20 Barbed wire L.ft 1.45
22 Barrel bolt 4" Brass oxidised no 75.00
23 Barrel bolt 6" Brass oxidised no 115.00
24 Basket no 50.00
25 Beading L.ft 4.00
31 Binding wire 14 B.W.G. lbs 36.00
32 Bitumen Gal 330.00
35 Board 1" thick (timber) S.ft 45.00
36 Brass Bib Tap 1/2" No 130.00
40a Brass screws 1 1/2" Doz 50.00
40c Brass screws 3/4" Doz 30.00
40d Brass Screws 1" Doz 39.00
41 Bricks No 2.60
44 Castm. stays h. qual 10" brass oxidised No 90.00
45 Castm.fast. Brass oxi. H. qlty ,mort.plate No 90.00
46 Cement CWT 345.00
47 Center pivot hinges br.oxi.h.qual. ( 4 pieces ) Set 45.00
50 Closet low level pedestal type (complete ceremic) No 3900.00
57 Distember Lbs 0.00
60 Draw rings 1 1 /2 dia. no 25.00
61 Earth ( Gravel Filling) Cube 590.00
63 Emulsion Paint ( Weather shield ) gal 1704.00
64 Emulsion Paint Lit 1345.00
65 Enamel Paint Lit 1698.00
66 Fanlight catch Brass oxi. Heavy qality No 30.00
70 Calicut pattern flat tiles No 11.00
73 G.I 20 B.W.G Sheets S,ft 65.00
74 G.I. 22 B.W.G.Flat sheet Sft 50.00
76a G.I.Hook 5/16"x4 1/4" no 6.00
77 Ginisappu timber 3/4" thick S.ft 50.40
81 Glass panes obscured(3mm) S.ft 45.00
81a Glass Panes Tinted (5mm) S.ft 60.00
85 Glue lbs 86.00
90 Gulley Box PVC 6" no 550.00
91 Half round tiles No 5.00
91a Bras Sancy 1 1/4" Doz 43.00
91b Cistern ceremic no 1400.00
91c Cistern plastic no 1150.00
94 Hinges 4"x3" Brass oxidised Pair 130.00
95 Hinges 4"x4" Brass oxidised Pair 195.00
95a Hinges 4"x2 1/2" Brass oxidised Pair 110.00
97 Hire of mixtur, vibrator, wages of operator Day 2520.00
98 Hold fast no 17.50
117 Iron screws 2" Doz 0.00
119 Iron T.hinges 10" No 58.00
120 Brass T hinges 10" Pair 0.00
123 Joists Class II 4" x 2" L.ft 7.50
126 Lime -Slaked Bushel 257.00
127 Limpet washers No 1.00
135 Metal 1 1/2" Cube 3500.00
136 Metal 1" Cube 3750.00
137 Metal 2" Cube 3350.00
138 Metal 3/4" cube 4100.00
139 Metal 6" to 9" cube 2000.00
140 Mild steel cwt 1773.00
141 Mirror with fittings no. 390.00
142 Mortice Lock Concord No 425.00
143 Mortice Lock Vinion double No 750.00
144 Lock Night Latch Bird No 275.00
145 Mortice lock Union English single leaver No 1500.00
146 Mortice lock Union English double leaver no. 2660.00
147 Mould oil gal 100.00
147a Mouldings L.ft 4.00
150 Nails 2" (GI) Ibs 30.00
153 Nails 3/4" (GI) lbs 30.00
157 P.V.C. end cap (Gutter Cap) no 38.00
158 P.V.C. gutter joint lb. 44.00
159 P.V.C. metre joint no 142.00
160 P.V.C. running head no 102.00
161 P.V.C.gutter 6" L.ft 37.00
162 P.V.C.Inspection joint 4" (110mm) No 350.00
163 P.V.C.Inspection "Y" joint 4" (110mm) no. 415.00
164 P.V.C.Bend (11Deg) - 4" (110mm) no. 110.00
165 P.V.C.Bend (22Deg) - 4" (110mm) no. 113.00
166 P.V.C.Bend (60Deg) - 4" (110mm) no. 190.00
167 P.V.C.Bend (88 Deg) - 4" (110mm) no. 310.00
168 P.V.C.Pipe 4" 600 type L.ft. 48.50
169 P.V.C.Pipe 4" 400 type L.ft. 60.00
171 Paint oil Enamel gal 1698.00
181 Planks 1 1/4" Sft 96.00
181a Planks 1" Special Upper Class Timber sft 94.00
182 Planks 1" Class II s.ft 45.00
182b Planks 3/4" sq.ft. 90.00
183 Plastic cistern low level (Plastic ) no 1150.00
184 Plugs no. 2.00
186 Plywood door 2"-3" x 6'-9" no. 0.00
187 Plywood door 2'-3" x 6'-9" ( Marine) no 1490.00
188 Plywood door ord 2'-9" x 6'-9" no 1467.00
189 Pressed Tiles 8" x 8" no. 0.00
190 Primer gal 1485.00
191 Pudlo cement lbs 30.00
192 Red cement lbs 148.00
193 Reepers L.ft 8.00
193a Reepers Cl.II 2"x1" L.ft 8.00
194 Ridge tile no. 23.00
196 Rim lock 6" 2 leaves Brase No 425.00
197 River Sand Cube 1700.00
198 Drive screws and washers no. 6.00
198a Ring 1 1/2" Brass no 25.00
199 Rawl plugs & 2" Screws No 15.00
200 Sand Fine cube 1500.00
205 Sash bars 1 1/2"x1 1/2" L.ft. 8.00
207 Screws 1 1/2" doz. 0.00
207a Screws 1" brass Doz 0.00
207b Screws 2" doz 66.00
211 Sink 24"x15"x8" with waste plug & chain no 1810.00
214 Skilled labour Gr.Il day 450.00
215 Skilled labour Gr.I day 500.00
216 Slacked lime Bushel 0.00
218 Soap tray no 164.00
220 Spur stones no. 10.00
222 Squating pan with trap no 700.00
224 Staining Bolts no. 40.00
225 Staples Doz 20.00
227 Stop cock L.D model 1/2" no 77.00
228 Stop cock L.D model 1 1/4" no. 0.00
232 Tar Gal 0.00
232a Tiles 1'-0"x1'-0" floor no 65.00
236 Tiles 6" x 6" white no 0.00
236a Tiles 6"x6" colour no 13.40
236b Tiles 4"x4" white no 0.00
236c Tiles 4"x4" colour no 5.75
245 Timber purlins c.ft. 1036.00
248 Tooth brush holder cromium plated no 100.00
249 Tor steel cwt 2084.00
250 Towel Trail holder chromium plated no 275.00
255 transport 1 st Mile 1 mile 0.00
1002 transport every additional Miles 1mile 0.00
257 Unskilled labour day 300.00
260 Varnish gal 1673.00
263 Wash basin 22"x16" no. 1473.00
264 1/2" Nut & Washers No 3.00
267a Wire nails 2" lbs 30.00
268 Wood plugs no 0.00
268a Wood preservative gal 300.00
269 Yellow ocare lbs 0.00
270 Wire dome for 2" pipe No 60.00
300 2"X2" Class II Battens Lft 17.50
301 3/8" dia 18" Bolts,Nuts & Washers No 12.00
302 Grey Cement Kg 7.50
303 Rawl Plugs and Screws No 0.00
304 Culicut Tiles No 0.00
308 Stopcock LD Model 1/2" (Plastic) No 0.00
309 Stopcock LD Model 3/4" (Plastic) No 104.50
310 Stopcock LD Model 1" (Plastic) No 143.00
311 Stopcock LD Model 1 1/4" (Plastic) No 213.33
312 Stopcock LD Model 1 1/2" (Plastic) No 291.50
313 Stopcock LD Model 2" (Plastic) No 354.20
314 Shower Rose 6" No 95.00
317 pvc gutter brackets No 9.20
318 Solvent cement 50g Tin 43.00
319 Steel Rods 1/4" dia Lbs
320 Cost of Junction No
321 Earth Pipe 2"x5' No
322 Plug with Switch (clipsal) No
323 3/.036 wire m
324 Sunk box No
325 Screws Brass 1 1/2"x10" No
326 Earth wire 7/.029 m
327 Wiring clips and panel pins (Allow)
328 Round plug No
329 Ceiling rose No
330 Holder No
331 Flexible wire m
332 Screw 1/2"x6 No
333 Switch clipsal No
334 1/.044 wire m
335 Sunk box No
336 Brass screws 1 1/2"x6 No
337 Brass screws 1 1/2"x10 No
338 Brass screws 1 1/4"x6
339 Brass screws 2"x10
340 Brass screws 1"x 6
341 Brass screws 2"x10
342
343
344 Angle iron 2"x2"x1/4" L.ft 55.50
345 Angle iron 1 1/2"x1 1/2"x1/4" L.ft 42.75
346 Angle iron 2 1/2"x2 1/2"x1/4" L.ft 79.00
347 Angle iron 3"x3"x1/4" L.ft 99.35
348 Making holes on angle iron No 5.00
349 H - iron 6"x3" (6mm) L.ft 265.00
350 H - iron 8"x4" (6mm) L.ft 280.00
351 1" x 1/4" Flat iron L.ft 13.75
352 1/2"x1" Bolts & Nuts No 6.00
353 Fillets (Class I local timber for beeding) L.ft 0.00
354 Fillets 1/2" x 1/2" L.ft 3.00
355 Ball valve 1/2" No 90.00
356 Ball valve 3/4" No 145.00
357 Cistern only ceremice No 1400.00
357a Cistern plastic No 1150.00
358 Fittings ( For commode & cistern ) Item 350.00
359 Seat cover ( Double ) No 350.00
360 Brackets (For cistern ) Item 54.00
361 Flush bend No 35.50
362 Tightning hook bolts No
363 4" Sandcrete Block No 0.00
364 110mm PVC "T" Junction No 526.00
365 110mm PVC "Y" Joint No 500.00
366 50mm Bottle trap No 150.00
367 110mm PVC Inspection Bend No 370.00
368 63mm PVC "Y" Joint No 0.00
369 110mm PVC Elbow No 287.00
370 PVC down pipe 3 1/2" Length 317.00
371 PVC socket 3 1/2" No 0.00
372 PVC elbow 3 1/2" No 61.00
373 PVC clips 3 1/2" No 9.00
374 1 1/4" x 1/4" Flat iron Lft 20.00
375 1/2" (12mm) Bolt & Nut No 6.00
376 9" x 9" 3/8" M.S. plate No 110.00
377 1/2' x 1 1/2" Rag bolt No 6.00
378 2" x 1/4" Flat iron L.ft 35.00
ALUMINIUM MEMBERS379 70S-1002-1 L.ft 64.60
380 70S-1102-1 L.ft 44.50
381 70S-1202-1 L.ft 46.40
382 70S-1402-1 L.ft 52.90
383 70S-1503-A L.ft 78.10
384 70S-1704-A L.ft 79.40
385 70S-3002-1 L.ft 85.00
386 70D-1910 L.ft 24.30
387 100D-1914 L.ft 24.30
388 100D-1917 L.ft 32.80
389 100D-3004-A L.ft 124.50
390 100D-3203 L.ft 129.10
391 100D-3207 L.ft 169.00
392 100D-3502 L.ft 148.70
393 100D-3503-A L.ft 160.90
394 CA-1001 L.ft 84.30
395 CA-1002 L.ft 134.20
396 CA-2001-A L.ft 88.90
397 PT-5153 L.ft 15.50
398 PT-5154 L.ft 30.50
399 PT-5157 L.ft 56.30
400 P-1113 L.ft 40.75
401 80S-1801 L.ft 57.85
402 BD-1066 ( Handle ) Pair 350.00
403 Lock ALPHA No 750.00
404 Door Closer No 1645.00
405 5mm thick tinted glass S.ft 60.00
406 6mm thick Plywood sheet ( ordinary ) S.ft 20.85
407 Formica sheet S.ft 18.00
408 Rubber Beading for Aluminium fittings L.ft 3.00
409 Welded mesh S.ft 10.00
Allowing of water410 Type 1 Sum 125.00
411 Type 2 Sum 250.00
412 Type 3 Sum 75.00
413 Type 4 Sum 50.00
414 Type 5 Sum 25.00
415 Allowance type 1 Sum 100.00
416 Allowance type 2 Sum 150.00
417 Allowance type 3 Sum 10.00
418 Allowance type 4 Sum
419 Allowance type 5 Sum
420 Allowance type 6 Sum
