Analysis 2nd Half- Mullaitivu
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- Pages: 473
INDEX RATE ANALYSIS FIRST HALF OF 2004 IN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
DEMOLISHER EXCAVATOR CONCRETOR BLOCK MASONRY BRICKLAYER MASON PAVIOR PLASTERER ROOFER CARPENTER & JOINTER PAINTER & DECORATOR BRASS FOUNDER IRON MONGER TINKER PLUMBER MISCELLANEOUS ANGLE IRON ALUMINIUM WORK
Analysis (page)
Summary (page)
1--9
1--3
10--11
4--4
12--23
5--7
24--24
7--7
25--30
8--9
31--31
9--9
32--33
10--10
34--39
11--12
40--42
13--13
43--58
14--17
59--64
18--19
65--68
20--21
69--69
22--22
70--71
22--22
72--86
23--26
87--90
27--27
91--95
28--29
96--99
30--30
Analysis 1st half - Mullaitivu
Page 2 of 473 SUMMARY. APPROVED B.S.R FOR THE FIRST HALF 0F 2004 IN DEMOLISHER. NO 1/1
DESCRIPTION OF WORK
UNIT
RATE (1st)
Cube
973.00
m3
344.00
Cube
778.00
and debris cleared.
m3
275.00
Ceiling, existing removed materials stacked
Sqr
247.00
and debris cleared.
m2
26.60
Cement concrete demolished, and debris
Sqr
1667.00
cleared away.
m2
179.00
suspended floors reinforcement removed and
Sqr
2408.00
debris cleared.
m2
259.00
Aluminium Alloy removed from roof or walls
Sqr
281.00
and stacked.
m2
30.20
Corrugated sheets iron or asbestos or aluminium alloy
Sqr
304.00
removed from roofs or walls of 2 storeyed buildings
m2
33.00
No
371.00
No
556.00
No
57.00
- do -
No
86.00
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
Brick work in Cement, demolished brick stacked and debris cleared.
2/1
5/2
6/2
7/2
8/2
9/3
11/3
Brick work in lime, demolished brick stacked
Cement concrete, reinforced demolished in
Corrugated Sheets, Iron, Asbestoes or
Door or Window, size up to 40 S.ft removed from existing walls and door or stacked.
12/3
Doors for window, size over 40 S.ft removed - do -
13/4
- do -
Door or window, sash only, up to 40 S.ft removed from existing walls and stacked.
14/4
Door or window, sash only, over 40 S.ft - do -
15/4
Analysis 1st half - Mullaitivu
Page 3 of 473
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
Analysis 1st half - Mullaitivu
Page 4 of 473 NO 19/5
DESCRIPTION OF WORK
UNIT
RATE (1st)
Floors brick paved, demolished and debris
Sqr
278.00
cleared away.
m2
30.00
No
371.00
Sq.ft
16.90
removed and stacked.
m2
182.00
Gutter, Eaves, removed and stacked from roofs of
L.ft
2.40
single story buildings.
L.m
7.90
Gutter, Eaves removed from roofs of two storeyed
L.ft
3.60
buildings and stracked.
L.m
11.80
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
Rendering cement, chipped and debris cleared away
Sqr
625.00
from cement concrete floors and walls.
m2
67.00
materials and cleaning debris in single storey
Sqr
524.00
building.
m2
56.00
Roof, removing tiles and timber stacking serviceable
Sqr
719.00
material and cleaning debris in two storeyed building.
m2
77.00
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).
21/6
22/6
23/6
25/7
28/8
29/8
30/8
32/9
Glass panes in doors, windows and fanlights
Roofing removing tiles and timber stacking, serviceable
Rubble masonry in cement, demolished rubble stacked and debris cleared away.
33/9
Rubble masonry in lime demolished rubble stacked and debris cleared away
Analysis 1st half - Mullaitivu
Cube
1216.00
m3
430.00
Cube
778.00
m3
275.00
Page 5 of 473
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
Tiles calicut of half round removed from
Sqr
292.00
roof of 2 storeyed buildings and stacked.
m2
31.00
36/10 NO 28
DESCRIPTION OF WORK
40/11
RATE (1st)
Tiles calicut of half round removed from roof of two storeyed buildings and stacked.
39/11
UNIT
Sqr
224.00
work, stacking serviceable materials single storey
Sqr
931.00
building (and debris cleared away in single).
m2
100.00
Ceiling asbestos removing including timber frame
Sqr
1125.00
work,
m2
121.00
Valance/ Barge boarding removed materials stacked
L.ft
2.40
and debris cleared away in single storey building.
L.m
7.90
Valance/ Barge boarding removed
L.ft
3.60
L.m
11.80
Sq.ft
542.00
m2
58.00
Ceiling asbestoes removing including timber frame
- do -
- do -
in two
storeyed building. 41/11
42/11
- do -
- do - in 2 storeyed building. 43/12
Cement plastering, soffit chipped and debris cleared away.
Analysis 1st half - Mullaitivu
Page 6 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU EXCAVATOR. NO 1
DESCRIPTION OF WORK
UNIT
RATE (1st)
Drains, earth, in any soil except rock requiring blasting cut to gradient and
cube
529.00
m3
187.00
cube
622.00
m3
220.00
cube
725.00
m3
256.00
Filling under floor with gravel or other
cube
3001.00
approved quality of filling spread water
m3
1060.00
cube
2314.00
m3
818.00
cube
205.00
shaped as directed soil deposited within site. 2/13
Excavation in any soil except rock requiring blasting part returnfill in and ram, and surplus disposed of within site as directed.
4/14
Filling under floor with gravel or other approved quality of filling, spread, watered and well rammed in 3" layers with available earth.
6/14
and rammed in 3" layers (material not available at site). 7/15
8/15
External Filling.(Material not available at site)
External Filling.(Material available at site)
Analysis 1st half - Mullaitivu
Page 7 of 473 m3
73.00
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU CONCRETOR. NO 1/15
DESCRIPTION OF WORK Cement concrete 1:3:6 with 2" metel, above one cube (shuttering paid for seperately).
2/15
Cement concrete 1:3:6 (2") upto one cube shuttering paid for seperately.
3/15
Cement concrete 1:2 1/2:5 (1") above one cube (shuttering paid for seperately).
2a/16
Cement concrete 1:3:6 (1 1/2") above 1 cube (shuttering paid for seperately).
2c/16
Cement concrete 1:3:6 (1") above 1 cube (shuttering paid for seperately).
Analysis 1st half - Mullaitivu
UNIT
RATE (1st)
Cube
20647.00
m3
7296.00
Cube
21388.00
m3
7558.00
Cube
22842.00
m3
8071.00
Cube
20840.00
m3
7364.00
Cube
21353.00
m3
7545.00
Page 8 of 473 4/16
Cement concrete 1:2 1/2:5 (1") upto one cube
Cube
23583.00
m3
8333.00
Cube
24675.00
m3
8719.00
Cube
25416.00
m3
8981.00
inclusive of 1/2" cement rendering 1:3 and expansion
L.ft
286.00
joints as necessary excavation (without ramp).
L.m
938.00
Lintol cement concrete 1:2:4 (3/4") 4 1/2"x6"
L.ft
120.00
(Reinforcement paid seperately).
L.m
394.00
Lintol cement concrete 1:2:4 (3/4") 9"x6" (Reinforcement
L.ft
162.00
paid seperately).
L.m
531.00
Lintol cement concrete 1:2:4 (3/4") 9"x9" )Reinforcement
L.ft
218.00
paid seperately).
L.m
715.00
No
315.00
No
118.00
reinforced with expended metal and 1/2" cement rendered
S.ft
111.00
1:2 (R/F paid for seperately).
m2
1195.00
(shuttering paid for seperately). 5/16
Cement concrete 1:2:4 (3/4") above one cube (shuttering paid for seperately).
6/16
Cement concrete 1:2:4 (3/4") upto one cube (shuttering paid for seperately).
11/18
Drains, semi circular, in cement concrete 1:3:6 (1") 9" wide and 9" average depth, with 3" thick sides and base
12/19
13/19
14/20
19/22
Padstones, cement concrete 1:2:4 (3/4") precast or in situ.Size 1-6x1-1 1/2x0-6
19a/22
Padstones, cement concrete 1:2:4 (3/4") precast or in situ.Size 1-6x0-6x0-6
21/23
Slabs over drain, cement concrete 3" thick 1:2:4(3/4")
NO 21a/23
25a/25
23/24
DESCRIPTION OF WORK
UNIT
RATE (1st)
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
Cement concrete 1:1 1/2:3 (3/4").
Cube
27551.00
m3
9735.00
No
29.00
Supr stone, cement concrete 1:2:4 (3/4") for door posts supplied and fixed.
Analysis 1st half - Mullaitivu
Page 9 of 473
25/25
Cement concrete 1:2 1/2":5(1") using mixer and vibrator (shuttering paid for
Cube
24048.00
m3
8498.00
Cube
26830.00
m3
9481.00
Cube
27571.00
m3
9742.00
Cube
28682.00
m3
10135.00
Cube
26700.00
m3
9435.00
Cube
27441.00
m3
9696.00
Cube
28552.00
m3
10089.00
Sqr
3988.00
m2
429.00
Sq.ft
60.00
9"x9"x4" 4 ft heigh I.e 4 1/2" ft box).
m2
646.00
Shuttering for footing and walls etc.
Sq.ft
16.00
m2
172.16
Sq.ft
43.00
m2
463.00
seperately). 26/25
Cement concrete 1:2:4(3/4") in column shafts (Reinforcement shuttering and finishes paid for seperately) in guard floor using mixer and vibrator.
27/25
28/25
29/26
Cement concrete as per Item 61 in 1st floor.
Cement concrete as per Item 61 in 2nd floor.
Cement concrete 1:2:4 (3/4") in beams in ground floor (reinforcements shuttering and finishes paid for seperately) using mixer and vibrator.
30/26
31/26
32/26
33/27
33a/27
34/27
Cement concrete as per Item 29 in 1st floor.
Cement concrete as per Item 29 in 2nd floor.
Shuttering for floor slab concrete and dismantling.
Shuttering for column shaft and diamantling (for column
Shuttering for beam including dismantling (12"x18" beam 20 ft long).
35/28
Cement concrete 1:2"4(3/4") lintol in ground floor Reinforcement and shuttering paid for seperately using mixer and vobrator.
NO
DESCRIPTION OF WORK
Analysis 1st half - Mullaitivu
Cube
26678.00
m3
9427.00
UNIT
RATE (1st)
Page 10 of 473 36/28
37/28
38/29
Cement concrete lintols as per Item (71) in 1st floor.
Cube
27419.00
m3
9689.00
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
5" thick R.C.C in 1st floor
Sqr
10712.00
m2
1153.00
1/2" cement rendering 1:3 with necessary expension, joints
L.ft
0.00
and excavation, but without ramp
L.m
0.00
Drains in cement concrete 1:3:6(1") as above
L.ft
463.00
But with ramp 2' 6" wide
L.m
1518.00
Cube
16630.00
sand 1:5 mix
m3
5876.00
4" thick cement sand block 1:6 mix masonry
Sqr
6081.00
in cement sand 1:5 mix
m2
655.00
- do 39/29
- do - do -
Drains semi circular in cement concrete 1:3:6 (1") wide and 9" average depth, 3" thick sides and base, inclusive of
40/29
BLOCK MASONRY 1
2
Cement sand block in 1:6 mix in cement
Analysis 1st half - Mullaitivu
Page 11 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU BRICKLAYER. NO 2/30
DESCRIPTION OF WORK Brick work in cement mortar (1:5) above 1 cube (up to 1st
16820.00
m3
5943.00
Cube
17690.00
m3
6251.00
Cube
18559.00
m3
6558.00
Sqr
6593.00
m2
710.00
Sqr
6982.00
m2
752.00
Extra over Item 2-5 and 9-11 for brick
Cube
584.00
work from 1st floor level up 2nd floor.
m3
206.00
Sqrs
195.00
1st floor level to 2nd floor.
m2
21.00
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
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
Doors or window inserted in existing walls including
No
4121.00
as necessary, including necessary excavation (apron paid
L.ft
329.00
for seperately).
L.m
1079.00
3/30
- do -
up to one cube
- do -
- do -
6/31
7/32
12/33
14/34
19/35
20/35
24/37
RATE (1st)
Cube
floor level).
4/31
UNIT
Brick work in cement mortar 1:5 in piers (in ground floor).
Brick work 4 1/2" thick in cement mortar 1:5 above 1 square.
- do -
up to one Sqrs.
Extra over Items 6-8 for brickwork from
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
Analysis 1st half - Mullaitivu
Page 12 of 473 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
28/38
30/39
as necessary, including necessary excavation (apron paid
L.ft
217.00
for seperately).
L.m
712.00
cement mortar 1:5 rendered 1/2" cement 1:2 with foundation
L.ft
170.00
6" below ground.
L.m
558.00
Steps 12" wide and 6" to 9" high masonary or brick work in
Brick work in cement and sand 1:8 in foundation and upto D.P.C.
31/40
Brick work in cement and sand 1:8 in super structure in ground floor.
Analysis 1st half - Mullaitivu
Cube
15894.00
m3
5616.00
Cube
16357.00
m3
5780.00
Page 13 of 473 NO
DESCRIPTION OF WORK
32/40
- do -
33/40
- do -
in 1st floor.
in 2nd floor.
UNIT
RATE (1st)
Cube
16941.00
m3
5986.00
Cube
18108.00
m3
6399.00
MASON. NO 1/41
DESCRIPTION OF WORK Random Rubble Masonary in cement mortar 1:5 above 1 cube.
2/41
- do -
up to one cube.
Analysis 1st half - Mullaitivu
UNIT
RATE (1st)
Cube
15823.00
m3
5591.00
Cube
16379.00
m3
5788.00
Page 14 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU PAVIOR. NO 1/43
2/43
5/44
12/46
DESCRIPTION OF WORK
UNIT
RATE (1st)
Exapansion joints in brick floors, filled with bitumen
L.ft
7.00
and sand.
L.m
23.00
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
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
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
Tiles glazed(colour)6"x6", with all
S.ft
128.00
specials, supplied and fixed to walls
m2
1378.00
Tiles 8"x8", pressed of approved pattern and
S.ft
125.00
colour, supplied and fixed.
m2
1350.00
cement mortar 1:2. 12/46
including raking plaster and bedding in cement mortar 1:2. 12d/46
Analysis 1st half - Mullaitivu
Page 15 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU PLASTERER. NO 4/139
DESCRIPTION OF WORK Cracks in wall, plastered in cement 1:3
RATE (1st)
L.ft
12.00
m
39.00
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
Rendering cement 1/2", 1:2 above 1
Sqr
1971.00
Square.
m2
212.00
Rendering cement 1/2", 1:2 upto 1 square
Sqr
2110.00
m2
227.00
Sqr
1716.00
m2
185.00
Sqr
1855.00
m2
200.00
Rendering, cement 3/4", 1:2 above 1
Sqr
2790.00
Square.
m2
300.00
Rendering, cement 3/4", 1:2 upto 1 square
Sqr
2975.00
m2
320.00
after chipping 2" to 4" wide 9/141
UNIT
mortar 1:1:4 14/142
15/142
16/143
17/143
18/143
19/143
Rendering cement 1/2", 1:3 above 1 Square.
Rendering cement 1/2", 1:3 upto 1 Square
Analysis 1st half - Mullaitivu
Page 16 of 473
20/144
21/144
22/144
25/145
26/145
Rendering, cement 3/4", 1:3 above 1
Sqr
2493.00
Square.
m2
268.00
Rendering, cement 3/4", 1:3 upto 1 square
Sqr
2679.00
m2
288.00
cement finished smooth with Carborandum
Sqr
587.00
stone
m2
63.00
Rendering, cement, floating coat using Red
Rendering cement 3/4", 1:2 with Pudlo 5lbs
Sqrs
3228.00
to 100 lbs cement
m2
347.00
Skirting in cement mortar 1:3, 1/2"x4"
L.ft
30.00
projected or flush with wall, and
L.m
98.00
Red cement floating, including forming
L.ft
51.00
groove.
L.m
167.00
including forming groove. 27/145
Skirting in cement mortar 1:3, 1/2"x6" projected or flush with all finished with
NO 28/146
29/146
29a/146
DESCRIPTION OF WORK
29c/146
29d/146
RATE (1st)
3/8" thick plastering to RCC beams, slab
Sqrs
2601.00
soffit in cement sand 1:3 .with lime putty
m2
280.00
Sqrs
3681.00
finished smooth with 2 coats of hot tar.
m2
396.00
3/8" thick cement and sand plastering to
Sqrs
2348.00
m2
253.00
Sqrs
1615.00
m2
174.00
Sqrs
1681.00
m2
181.00
Cracks in wall Plastered in cement 1:3
L.ft
13.00
after chipping 2" to 4" wide
L.m
42.00
D.P.C. 3/4" thick in cement, sand 1:2
column and beam 29b/146
UNIT
1/2" thick cement plastering 1:4 mix
5/8" thick cement plastering 1:4 mix
Analysis 1st half - Mullaitivu
Page 17 of 473 29e/146
Plinth plastering 1/2" thick 1:3 cement and sand with red cement floating
Sqrs
2303.00
m2
248.00
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU ROOFER. NO 5/49
DESCRIPTION OF WORK
UNIT
RATE (1st)
Corrugated asbestos sheet roofing on special upper cl. Timber/kempas purlines supplied and fixed complete including treating timber with wood preservative two coats (ridging measured seperately).
7/50
Corrugated asbestos sheet fixed to roof or wall on existing frame work with
Analysis 1st half - Mullaitivu
Sqrs
10298.00
m2
1109.00
Page 18 of 473 necessary coach screws and limpet
Sqrs
4705.00
m2
506.00
Cement and lime mortar 1:1:4, Coloured
L.ft
78.00
to match tiles.
L.m
256.00
cement and lime mortar 1:1:4 coloured
L.ft
49.00
to match tiles (tiles available at site)
L.m
161.00
fitting ridges fixed complete with
L.ft
149.00
roofing screws or hook bolts.
L.m
489.00
No
28.00
storey Building.
No
24.00
Tiles calicut pattern supplied and laid
Sqr
2750.00
in any Building.
m2
296.00
Tiles, calicut pattern, laid in any
Sqr
185.00
Buildings(tiles available at site).
m2
20.00
Shifting and re-laying calicut pattern
Sqr
370.00
tiles.
m2
40.00
Supplying and laying half round tiles
Sqr
2649.00
on the existing asbestos roof.
m2
285.00
washers, or hook bolts.& with 2 coats wood Preservative to existing frame work 18/53
19/53
21/54
26/55
Ridging, calicut pattern bedded in
Ridging, Calicut Pattern bedded in
Ridging with asbestos cement close
Tiles, calicut pattern, flat supplied and laid up to 5 tiles in single storey building
27/56
Tiles, calicut pattern flat supplied and laid (above 5 and up to 25) in single
30/56
31/56
43/53
44/59
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU CARPENTER & JOINTER. NO
DESCRIPTION OF WORK
Analysis 1st half - Mullaitivu
UNIT
RATE (1st)
Page 19 of 473 8/63
Boards, Barge, Valance, Fascia, 3/4" to 1" thick in class.II Local timber fixed complete with necessary Brass screws new or
12/64
3/61A
14/65
renewed above 1 C.ft.( 9" width) with 1 coat
L.ft
95.00
primer & 2 coat of enamel painting
L.m
310.00
available fixed including cutting and
s.ft
42.00
minor repairs.with 2 coats enamel painting
m2
452.00
2"x1/2" plain chamfered, fixed with brass
L.ft
11.00
screws
L.m
36.00
Sqr
12087.00
m2
1299.68
bothways Rate to include 2 coats tarnap to
Sqr
14211.00
timber and 2 coats emulsion
m2
1530.00
Boardes, Barge, Valance, Facia,
Beadings, Class I local timber 1 1/2" to
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").
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
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
Analysis 1st half - Mullaitivu
Page 20 of 473 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 14c/65
14d/65
14e/65
26/68A
28/69
DESCRIPTION OF WORK
UNIT
RATE (1st)
As per Item No.14 with only 2"x2"beares
Sqr
10874.00
in eaves ceiling.
m2
1171.00
2 coats of oil paint to beading and
Sqr
1018.00
moulding.
m2
109.46
Ceiling, upper side cleaned and debris
Sqr
92.00
cleared away.
m2
10.00
with brass screws and plugs new or
L.ft
16.00
renewed.
L.m
54.00
7/8" thick sashes in class1 timber
S.ft
394.00
with brass fittings.
m2
4234.00
Sash only, in class 1 timber
S.ft
252.00
fixed with brass furniture.
m2
2717.00
upper Class timber/kempas fixed complete
S.ft
509.00
with brass furniture.
m2
5472.00
Battened sash only 1" to 11/8" thick in sp.
S.ft
377.00
upper class timber/kempas fixed completed with
m2
4061.00
-do-
-do-
White washing to ceiling 2 coats and
Cove mouldings Cl.I 2 1/2"x1 1/2" fixed
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
30/70
32/70
- do -
- do -
Doors or Windows, framed and battened, sash 1" to 1 1/8" thick in Special
32a/70
brass fittings 42/74
Doors or Windows, glazed and/or pannelled with 3 3/4"x2 3/4" frames and
Analysis 1st half - Mullaitivu
Page 21 of 473
44/75
1 1/8" to 1 1/4" sashes in special upper
S.ft
479.00
Class I timber/kempas fixed.
m2
5155.00
in Special upper class timber/kempas with brass
S.ft
416.00
furniture.
m2
4474.00
upper class timber/kempas, fixed complete with
S.ft
425.00
brass furniture.
m2
4568.00
Doors or Windows, glazed or pannelled sash only 1 1/8" to 1 1/4" thick
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
NO 52/78
53/78
DESCRIPTION OF WORK
UNIT
RATE (1st)
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
Door or Window, removing easing and
Per
re-fixing.
sash
171.00
Per sash
67.00
short lengths with special upper Class
L.ft
304.00
timber/kempas.
L.m
997.12
Reepers 2"x1" in Class I timber supplied
L.ft
12.00
and fixed new or renewed with iron
L.m
41.00
L.ft
11.00
L.m
36.00
class/Kempus frame work complete with ridges,
Sqr
14294.00
hips etc.
m2
1539.00
54/78
Door or Window, easing only.
55/79
Door or Window frames renewed in
Assume 3'-0" Length of frame renewed 100/92
nails, up to 100 L.ft (shiffting of tiles paid for seperately). re-fixed in new position. 101/92
- do -
- do -
over 100 L.ft. Per 100 L.ft 107/94
Roof with calicut pattern tiles on spl upper
Analysis 1st half - Mullaitivu
Page 22 of 473
107a/94
gable end roof
- do -
Sqr
12093.00
- do -.
m2
1302.00
required sizes and fixed in roof and
C.ft
436.00
other carpentry work.
m3
15387.00
renewed in roof and other carpentry
C.ft
1861.00
work.
m3
65672.00
2" apart diagonally or horizontally and
S.ft
504.00
vertically on 4"x2" Milla timber framing.
m2
5425.00
Door frame 4"x3" in spl upper class timber/kempas
S.ft
239.00
supplied and fixed in position
m2
2575.00
Timber fixed or renewed in post and frames
C.ft
2152.00
- do 117/97
121/98
135/101
138/102
118/97
Timber available, sorted out, cut to
Timber special upper Class/kempas fixed or
Trellis partition with 1/2"x1/2" laths fixed
NO 140/103
DESCRIPTION OF WORK
UNIT
RATE (1st)
Door 1 1/4" thick plywood ordinary sash single (ordinary finish) hung on 4"x3"
140a/103
142/104
frame in Special upper class timber/kempas and
S.ft
321.00
complete with brass furniture with mortice lock
m2
3458.00
As per Item No 140 -do- -do- but with marine type
S.ft
365.00
2'3"x6'9".
m2
3927.00
Supplying and fixing Plywood door 1 1/4" thick
S.ft
207.00
single (Ordinary finish) to the existing frame
m2
2230.00
S.ft
219.00
m2
2356.00
with brass fittings with mortice lock 143/104
-do-
-do-
plywood Marine type 1 1/4" thick
single hung to existing frame with fitting
Analysis 1st half - Mullaitivu
Page 23 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU PAINTER & DECORATOR. NO 13/165
DESCRIPTION OF WORK
ground. Lettering 2" to 3" - do 15/166
Lettering 4" to 5" - do -
23/168
RATE (1st)
Lettering 1" to 1 1/2" painted in sinhalese English or Tamil, including painting
14/165
UNIT Per Letter
- do -
Per
- do -.
Letter
- do - do -.
Painting, enamel paint including washing
Analysis 1st half - Mullaitivu
42.00
50.00
Per Letter
70.00
Page 24 of 473
24/168
25/168
25a/168
27/169
cleaning and smoothing down with sand
Sqr
741.00
paper, 1 coat.
m2
80.00
Painting enamel paint
- do -
Sqr
1415.00
- do -
2 coats.
m2
152.00
Painting New wood 1 Coat primer & 2 Coats
Sqr
2114.00
Enamel paint
m2
228.00
Painting new wood work and 2 coats of
Sqr
1405.00
enamel paint.
m2
151.00
Painting Steel work, 1 coat, with
Sqr
616.00
Anticrosive paint including removing
m2
66.00
oxide including removing scale and
Sqr
1136.00
wire brushing.
m2
122.00
Painting walls with emulsion paint 1 coat
Sqr
534.00
(new coat).
m2
58.00
Painting walls with weather shield 1 coat
Sqr
607.00
( New work )
m2
65.00
Painting walls with Emulsion paint, 2
Sqr
957.00
coats (new work).
m2
103.00
Painting walls with 2 coats of weather shield paint
Sqr
1118.00
( New work )
m2
120.00
coat including preparing surface of old
Sqr
625.00
work.
m2
67.00
scale and wire brushing. 28/169
30/169
30a/169
31/170
31a/170
32/170
Painting Steel work, 2 coats, with Red
Painting walls with Emulsion paint, 1
NO 32a/170
DESCRIPTION OF WORK
UNIT
RATE (1st)
Painting walls with weather shield paint
Sqr
698.00
1 coat ( Old work )
m2
75.00
Sqr
1049.00
m2
113.00
33/170
- do 2 coats
- do - do -
- do -.
Analysis 1st half - Mullaitivu
Page 25 of 473
33a/170
40/172
41/172
44/173
45/173
49/174
50/174
Painting walls with weather shield paint
Sqr
1210.00
2 coat ( Old work )
m2
130.00
Tarnap or other wood preservative,
Sqr
253.00
applied to wood work 1 coat (old work).
m2
27.00
Tarnap or other wood preservative,
Sqr
460.00
applied to wood work 2 coats (new work).
m2
50.00
Varnishing with best copal varnish after
Sqr
867.00
washing down and sand papering 1 coat.
m2
93.00
- do -
- do -
Sqr
1507.00
- do -
2 coats.
m2
162.00
storey buildings 1 coat, including
Sqr
120.00
patching and preparing surface.
m2
12.90
- do -
Sqr
208.00
- do -.
m2
22.00
White or colourwashing walls of single
- do 2 coats
Analysis 1st half - Mullaitivu
Page 26 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU BRASS FOUNDER. Item 4/127
Description
Unit
RATE (1st)
Bolts barrel 4", brass oxidised heavy quality supplied and fixed with brass screws.
6/128
- do -
6"
- do 18/130
- do -
- do -
4"x4"
- do - do -
31/133
170.00
No
154.00
No
102.00
No
300.00
No
379.00
No
277.00
Set
128.00
No
56.00
No
869.00
But hinges 4"x3" brass oxidised heavy quality
- do 29a/132
No
Fanlight Catches brass oxidised heavy
supplied and fixed with brass screws complete. 29/132
185.00
Casement stays 10", brass oxidised heavy
quality with brass screws fixed complete. 27/132
No
Casement fastner with mortice plate, brass oxidised
quality supplied and fixed. 21/131
138.00
- do -
heavy quality supplied and fixed with brass screws. 19/130
No
- do - do -
4"x2 1/2"
- do - do -
Hinges centre pivot (consisting of 2 pieces) brass oxidised heavy quality supplied and fixed with brass screws complete.
31a/133
Rings, brass 1 3/4" to 1 1/2" supplied and fixed to doors and windows with brass screws.
51/137
Lock Mortice Vinion /concord single supplied and fixed.
52/137
Lock Mortice Vinion/concord double, supplied
Analysis 1st half - Mullaitivu
Page 27 of 473 and fixed. 53/137
53a/137
No
2066.00
No
3728.00
Mortice Lock Union ( English) double supplied and fixed.
Item
1442.00
Mortice Lock Union ( English) single supplied and fixed.
54/137
No
Description
Unit
RATE (1st)
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
Analysis 1st half - Mullaitivu
Page 28 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU IRON MONGER. Item 49/119
DESCRIPTION OF WORK
Pair
298.00
No
636.00
window frame at 4" cetres & painted
L.ft
60.00
with one coat red lead & 2 coats aluminium
L.m
199.00
1/2" dia
L.ft
37.00
L.m
124.00
Locks, rim 6" iron, superior quality, heavy type, s/f. with iron screws complete.
67/123
67e/123
RATE (1st)
Hinges T, 10" Iron, heavy quality supplied and fixed with iron screws complete.
60/121
Unit
M.S.Bars 5/8" dia supplied & fixed in
- do -
- do -
Analysis 1st half - Mullaitivu
Page 29 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU TINKER. Item 9/150
DESCRIPTION OF WORK
Unit
RATE (1st)
Flashing G.I.22 B.W.G. 1'6" wide, fixed with 6" turned up along, and top edge
29/156
tucked well into wall in cement and
L.ft
152.00
lime mortar.
L,m
498.00
tarred, joints soldered and cement,
L.ft
342.00
lime filletting complete.
L,m
1121.00
boarding sheet tarred, joints soldered and
L.ft
572.00
cement lime filletting complete.
L,m
1875.00
Gutters, Valley 20 B.W.G 36" wide, renewed on existing board, sheets
34/158
-Do-
renewed including 1" thick timber
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU 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,
No
2979.00
No
485.00
water plug, new brackets, supplied & fixed complete. (Additional tap, trap, and outlet pipe paid for seperately). 17/182
Basin, sink or urinal including all fittings removed and walls made good
Analysis 1st half - Mullaitivu
Page 30 of 473
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
32/186
No
889.00
No
612.00
No
6891.00
No
2022.00
No
866.00
No
232.00
No
619.00
No
2061.00
No
785.00
Closet, pedestal type, disconnecting and plugging sewer connection and making good all affected walls and floors
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.
35/186
Closet squatting type, with trap supplied & fixed.
36/187
Closet, squatting type, removed, sewer connections plugged and floor made good.
40/188
Cocks, brass bib 1/2" supplied & fixed (Heavy quality).
66/193
Flushing Cistern fixed complete low level (Ceremics).meterial available
66a/193
Flushing cistern, low level, plastic supplied and fixed complete.
86/197
Mirror, bath room type, supplied & fixed to wall with Rawl plugs and plastic frames.
Item
Description
147/214
Shower rose, 6" pvc supplied & fixed.
153/215
Sink, glazed, earthenware 24"x15"x8"
Unit
RATE (1st)
No
599.00
No
2936.00
supplied and fixed with waste plug, complete (pedestal paid seperately).
Analysis 1st half - Mullaitivu
Page 31 of 473 147a/214
Towel rail 2'-0" long 3/4" dia chromium plated.
171/219
173/220
No
410.00
fixed to wall with rawl plugs.
No
293.00
Stop cocks, 1/2" supplied & fixed
No
234.00
No
267.00
No
280.00
No
433.00
No
463.00
Plastic L.D. make).
No
538.00
As per Item No. 178a (Gate valve 2")
No
1005.00
No
#N/A
plugs.
No
320.00
Pipes pvc 1/2" supplied & fixed.
L.ft
13.00
L.m
42.00
L.ft
20.00
L.m
65.00
L.ft
39.00
L.m
129.00
L.ft
28.00
Soap tray, white porcelain, supplied and
Plastic L.D. make). 174/220
Stop cocks, 3/4" supplied and fixed. Plastic L.D. make).
175/220
Stop cocks, 1" supplied and fixed. Plastic L.D. make).
176/220
Stop cocks, 1 1/4" supplied and fixed. ( Plastic L.D. Model )
177/220
Stop cocks, 1 1/2" supplied and fixed. Plastic L.D. make).
178/221
178a/221
Stop cocks, 2" supplied and fixed.
English make 178b/221
Non return valve English 2" dia
200/228
Tooth brush holder, chromium plated supplied and fixed to wall with Rawl
292/240 293/240
294/240
294a/240
Pipes pvc 3/4" supplied & fixed.
Pipes pvc 1" supplied & fixed 1000 type.
pipes pvc 1" supplied & fixed 600 type.
Analysis 1st half - Mullaitivu
Page 32 of 473 L.m Item 295/240
295a/240
Description Pipes pvc 1 1/4" supplied & fixed 1000 type.
Pipes pvc 1 1/4" supplied & fixed 600 type.
Unit
92.00 RATE (1st)
L.ft
53.00
L.m
175.00
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
pvc pipe 1 1/2" (600 type) supplied &
L.ft
47.00
fixed with excavation.
L.m
154.00
pvc pipe 1 1/2" (600 type) supplied &
L.ft
38.00
fixed with out excavation.
L.m
126.00
Pipes pvc 2" (1000 type) supplied & fixed.
L.ft
118.00
With excavation
L.m
388.00
pvc pipe 2" (1000 type) supplied &
L.ft
110.00
fixed with out excavation.
L.m
361.00
pvc pipe 2" (600 type) supplied &
L.ft
71.00
fixed with excavation.
L.m
233.00
pvc pipe 2" (600 type) supplied &
L.ft
63.00
fixed with out excavation.
L.m
206.00
Eaves gutters 6" square type pvc fixed
L.ft
88.00
with PVC brackets. (1' - 6 " Crs)
L.m
288.00
Down Pipe 3 1/2" Dia P.V.C Fixed with
L.ft
81.00
Wooden Plug to wall etc.
L.m
264.00
PVC 4" ( 600 type ) pipe supplied and fixed on walls
L.ft
227.00
L.m
743.00
296b/241
296c/240
297/241
297a/241
297b/241
297c/241
310/243
311/244
311a/244
Analysis 1st half - Mullaitivu
Page 33 of 473 5/245
Drains, pvc 400 type 4" laid on cement concrete 6" thick upto 2'-0" depth of
13/246
invert including excavation and cement
L.ft
357.00
concrete haunching (1:3:6 - 1" metal).
L.m
1171.00
No
627.00
Gulley pvc 6" supplied & fixed including gulley box.
Item 18/247
Description
Unit
RATE (1st)
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.
19/247
- do -.
Manhold 3' 6" x 2' 3" & 4' to 6' deep 9" thick -do
23/248
5097.00
No
8842.00
No
13518.00
no
797.00
Manhole 3'6"x2'3" & 2'0" to 4'0" deep - do -
20/248
No
-do-
Manhole cover reinforced concrete 3" thick 2'-0x2'-0" approx. supplied & fixed 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
Analysis 1st half - Mullaitivu
Page 34 of 473
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
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU MISCELLANEOUS Item 6/251
15/253
Description
Unit
RATE (1st)
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
per post
808.00
per post
901.00
per post
4818.00
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.
16/253 17/253
- do -
- do -
7'6" high
- do -.
End post and strut for Type barbed wire fence fixed complete in cement concrete as per Drg. 68 of 1936.
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
Analysis 1st half - Mullaitivu
Page 35 of 473 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
18A/254
with 4 Nos. 1/2" rods. ( including
L.ft
208.00
white washing 2 coats)
L.m
683.00
- Do - do -
- do -
- do -
- do -
L.ft
214.00
- do -
L.m
703.00
No
292.00
L.ft
111.00
6 Strands
- do 19/254
- do - do -
Straining Bolts 1/2" dia made and fixed 18" long (Approx).
21/255
Well, bailing out water 5' to 7' dia. Upto 20' depth including cleaning well.
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU ANGLE IRON Item 1/A
Description
Unit
RATE (1st)
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
2/A
3/A
10mm tor steel welded to purlins where ever necessary and
L.ft
121.00
with 1:2:4 concreting.
L.m
397.00
62.5mmx62.5mmx6mm Angle iron purlin
L.ft
145.00
-DO-
L.m
474.00
L.ft
173.00
-DO-
75mm x 75mm x 6mm Angle Iron purlin
Analysis 1st half - Mullaitivu
Page 36 of 473 -DO4/A
-DO-
L.m
569.00
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
End Truss-2/62.5mm x 62.5mm x 6mm
L.ft
403.00
-DO-
L.m
1323.00
End Truss-2/75mm x 75mm x 6mm
L.ft
455.00
-DO-
L.m
1491.00
& bolts & nuts
No
41.00
31mm x 6mm - Flat Iron - 1'-0" long
No
49.00
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
Supplying & fixing 'H' iron 6" x 3" 6mm
L.ft
#N/A
with necessary cleats to housing props
L.m
#N/A
Supplying & fixing ' H ' Iron 8" x 4"
L.ft
81.00
(6mm) with necessary cleats -do-
L.m
265.00
12mm dia 9" long welded to end truss with 2 coats of anticorrosive paint 5/A
6/A
7/A
-DO-
-DO-
25mm x 6mm - Flat Iron - 1'-0" long weld to end purlin as bracket to fix valance board with two coats of anticorrosive paint
8/A
-DO9/A
-DO-
concreting with 4 nos 16mm 9" long Rag bolt with 2 nos 9"x9" 10mm Ms base plate 10/A
including 2 coats of anticorrosive painting 11/A Item 12/A
Description 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
Analysis 1st half - Mullaitivu
Unit
RATE (1st)
Page 37 of 473 Anticorrosive paint and 2 coats enamel paint
per piller
& 2 coats ofwhite washing to pillers as directed
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN ALUMINIUM WORK
Analysis 1st half - Mullaitivu
21610.00
Page 38 of 473 Item 1/AL
2/AL
3/AL
4/AL
5/AL
6/AL
7/AL
Description Aluminium Partition with sliding door
Unit
RATE (1st)
S.ft
353.00
m2
3797.00
S.ft
610.00
m2
6569.00
S.ft
143.00
m2
1544.00
S.ft
735.00
m2
7906.00
Al Double hung Door with panneled and
S.ft
733.00
glazed
m2
7885.00
Al single hung Door with fully glazed
S.ft
702.00
m2
7550.00
Al Single hung Door with panneled and
S.ft
700.00
glazed
m2
7528.00
Aluminium Casement with project
Aluminium Door frame only
Aluminium door fully glazed double hung
Analysis 1st half - Mullaitivu
Page 39
RATE ANALYSIS FIRST HALF OF 2004 IN DEMOLISHER. No 1/1
Qty
Unit Code
Description Brick work in cement, demolished brick stacked and debris cleared.
Unit Rate
Rate
Amount
Per cube 2 1/2
Days
2/1
257 labourer Allow for scaffolding Over heads Per cube Say Rs Per cube Per m3 Say Per m3
325.00
812.50 40.63
853.13 119.44 972.56 973.00 343.82 344.00
Brick work in lime, demolished brick - do - do -. Per cube 2
Days
5/2
257 Labourer Allow for scaffolding Over heads Per cube Say Per cube Per m3 Say Per m3
325.00
650.00 32.50
682.50 95.55 778.05 778.00 274.91 275.00
Ceiling,existing,removed materials stacked and debris cleared. Per Sqrs. 1 1/2 3
Hour Hour
6/2
214 Carpenter 257 Labourer Allow for scaffolding Over heads Per square Say per sqrs Per m2 Say Per m2
475.00 325.00
89.06 121.88 6.09
217.03 30.38 247.42 247.00 26.59 26.60
Cement concrete demolished, and debris cleared away. Per Sqrs (6" floor) 4 1/2
No
Qty
Day Day
257 Labourers 257 Labourer for Transporting Over heads Say per Sqrs/ 0.5 cube Say per sqrs Rs Per m2 Say per m2 Unit Code Description
Analysis 1st half - Mullaitivu
325.00 325.00
Unit Rate
1,300.00 162.50
Rate
1,462.50 204.75 1,667.25 1,667.00 179.44 179.00 Amount
Page 40 7/2
Cement concrete,reinforced,demolished in suspended floors,reinforcement removed and debris cleared. Per Sqrs. (4" floor) 6 1/2
Day Day
257 Labourers 257 Labourers for Transporting Over heads Per Sqrs/ per 1/3 cube Say per Sqrs/ per 1/3 cube Per m2 Say per m2
8/2
325.00 325.00
1,950.00 162.50
475.00 325.00
118.75 121.88 6.09
2,112.50 295.75 2,408.25 2,408.00 259.20 259.00
Corrugated sheets, Iron, Asbestoes or Aluminium Alloy, removed from roof or walls and stacked. For single storey Per Sqrs. 2 3
Hour Hour
214 Blacksmith 257 Labourer Allow for scaffolding Over heads Per square Say per Sqrs Per m2 Say per m2
9/3
246.72 34.54 281.26 281.00 30.25 30.20
Corrugated sheets asbestos or aluminium alloy removed from roofs or walls of 2storeyed buildings Per square 2 3 0.5
Hrs Hrs Hrs
214 Blacksmith 257 Labourer 257 Labourer (add for extra Height) Allow for scaffolding Overheads per square Say per square per m2 Say per m2
11/3
118.75 121.88 20.31 6.09
267.03 37.38 304.42 304.00 32.72 33.00
Door or window,size up to 40 S.ft removed from existing walls and stacked per door or window. Per No. 2
No
475.00 325.00 325.00
Qty
1/2Day 257 Labourers Over heads Per No Say Rs
Unit Code
325.00
Description
Analysis 1st half - Mullaitivu
Unit Rate
325.00
Rate
325.00 45.50 370.50 371.00
Amount
Page 41
12/3
Door window, size over 40 S.ft removed - do - do Per No. 3
1/2Day 257 Labourers Over heads Per No Say Rs
13/4
325.00
487.50
487.50 68.25 555.75 556.00
475.00 325.00
29.69 20.31
475.00 325.00
44.53 30.47
325.00
40.63
40.63 5.69 3.86 3.90 12.79 12.80
812.50
105.63
105.63
Door or window, sash only, upto 40 S.ft removed from existing walls and stacked. Per Sash. 1/2 1/2
Hour Hour
14/4
50.00 7.00 57.00 57.00
Door or window, sash only, over 40 S.ft - do - do Per Sash. 3/4 3/4
Hour Hour
15/4
214 Carpenter 257 Labourer Over heads Per sash Say Rs
75.00 10.50 85.50 86.00
Down pipes, 4" to 6" dia. G.I old or decayed, removed from existing building and stacked.
1
16/4 0.13
No 18/5
214 Carpenter 257 Labourer Over heads Per sash Say Rs
Qty
Hour
Per 12.0 L.ft. 257 Labourer Over heads Per L.ft Say per L.ft. Per L.m Say per L.m.
Drains demolished and debris cleared. Per 10.0 L.ft Cube Brick in cement demolished (as in Item A.1 less scaffolding) Over heads Per L.ft Say per L.ft. Per L.m Say per L.m. Unit Code Description Fence uprooted, Barbed wire rolled up and all materials stacked (length of fencing to measured).
Analysis 1st half - Mullaitivu
Unit Rate
Rate
14.79 12.04 12.00 39.36 39.40 Amount
Page 42 Per 50 L.ft. (6 posts) 3 2
Hour Day
257 Labourers 257 Labourers Over heads Per L.ft Say per L.ft. Per L.m Say per L.m.
19/5
325.00 325.00
121.88 650.00
650.00
162.50 81.25
771.88 108.06 17.60 18.00 59.04 59.00
Floors brick paved, demolished and debris cleared away. Per Sqrs 3" thick 1/4
Cube
demolition as in item 2 (less scaffolding). Add 50% for extra difficulty. Overheads Per square 3" thick Say per Sqrs Per m2 Say per m2
20/6
243.75 34.13 277.88 278.00 29.92 30.00
Gate sash removed and stacked after demolishing cement concrete blocks or removing posts and separating pintles (demolishing brick work where necessary paid for seperately). 2
1/2Days 257 Labourers Overheads Per No Say Rs
21/6
325.00
325.00
325.00 45.50 370.50 371.00
475.00
89.06
89.06 12.47 101.53 16.92 16.90 182.08 182.00
Glass panes in doors and windows and fanlight removed and stacked. Per 6 S.ft.
No 22/6
1 1/2
Hour
214 Carpenter Over heads Per 6 S.ft Per S.ft Say per S.ft. Per m2 Say per m2
Qty
Unit Code
Description Gutter, eaves, removed and stackedfrom roof of single storeyed building Per 40.0 L.ft.
Analysis 1st half - Mullaitivu
Unit Rate
Rate
Amount
Page 43
2
1Hour 257 Labourers Allow for scaffolding Over heads Per 40 L.ft Per L.ft Say per L.ft. Per L.m Say per L.m.
23/6
325.00
81.25 4.06
85.31 11.94 97.26 2.43 2.40 7.87 7.90
Gutter, eaves, removed from roofs of 2 storeyed building and stacked. Per 40.0 L.ft. 2
1Hour 257 Labourers Add 50% Allow for scaffolding 5% Over heads Per L.ft Say per L.ft. Per L.m Say per L.m.
25/7
325.00
81.25 40.63 6.09
127.97 17.92 3.65 3.60 11.81 11.80
Partitions removed and stacked at site, including making good to walls and floors. Per 105.0 Sq.ft. 1 2 1/4
Day Day Day
214 Carpenter 257 Labourers 214 Mason Allow for cement, sand etc. Over heads Per S.ft Say per S.ft. Per m2 Say per m2
26/7
475.00 325.00 475.00
475.00 650.00 118.75 65.00
1,308.75 183.23 14.21 14.20 152.89 153.00
Lime plastering chipped and debris cleared away. Per Sqrs. 3
No 27/4
Qty
Hour
257 Labourer Overheads Per square Say per Sqrs Per m2 Say per m2
Unit Code
325.00
Description Rendering, cement, chipped and debris cleared away from brick walls and floors. Per Sqrs.
Analysis 1st half - Mullaitivu
Unit Rate
121.88
Rate
121.88 17.06 138.94 139.00 14.96 15.00
Amount
Page 44
9 Hour
257 Labourer Over heads Per square Say per Sqrs Per m2 Say per m2
28/8
325.00
365.63
325.00
365.63 182.81
365.63 51.19 416.81 416.00 44.78 45.00
Rendering, cement, shipped and debris cleared away from cement concrete floors and walls. Per Sqrs. 9
Hour
257 Labourer Add 50% Over heads Per square Say per sqrs per m2 Say per m2
29/8
548.44 76.78 625.22 625.00 67.28 67.00
Roof, removing tiles and timber, stacking serviceable material and cleaning debris in single storeyed building. Per Sqrs. 1/4 Day 214 Carpenter 4 1/4Day 257 Labourers Allow for scaffolding Over heads Per square Say per square Per m2 Say per m2
30/8
475.00 325.00
118.75 325.00 16.25
460.00 64.40 524.40 524.00 56.40 56.00
Roof, removing tiles and timber - do - do - in 2 storeyed buildings. Per Sqrs. 1/4 Day 214 Carpenter 4 1/4Day 257 Labourer 2 1/4Day 257 Labourer Allow for scaffolding Over heads Per square Say per square Per m2 Say per m2
No 32/9
Qty
Unit Code
Description Rubble masonary in cement, demolished, rubble stacked and debris cleared. Per Cube.
Analysis 1st half - Mullaitivu
475.00 325.00 325.00
Unit Rate
118.75 325.00 162.50 24.38
Rate
630.63 88.29 718.91 719.00 77.40 77.00 Amount
Page 45
2 1/2
Day
257 Labourer Add 25% Allow for scaffolding Over heads Per cube Say per cube Per m3 Say per m3
33/9
325.00
812.50 203.13 50.78
1,066.41 149.30 1,215.70 1,216.00 429.68 430.00
Rubble masonry in lime demolished rubble stacked and debris cleared away Per Cube 2
Day
257 Labourer Allow for scaffolding Overheads Per cube Say per Cube Per m3 Say per m3
34/9
325.00
650.00 32.50
682.50 95.55 778.05 778.00 274.91 275.00
Tiles, glazed demolished and debris cleared. Per Sqrs. 2
Day
257 Labourer Overheads Per Square Say per square Per m2 Say per m2
35/10
325.00
650.00
325.00
162.50 8.13
650.00 91.00 741.00 741.00 79.76 80.00
Tiles calicut or half round, removed from roof of single storeyed buildings and stacked at site. Per Sqrs. 4
No 36/10
Qty
Hour
257 Labourer Allow for scaffolding Over heads Per square Say per square Per m2 Say per m2
Unit Code
Description Tiles calicut of half round removed from roof of 2 storeyed buildings and stacked. Per Sqrs.
Analysis 1st half - Mullaitivu
Unit Rate
Rate
170.63 23.89 194.51 195.00 20.99 21.00
Amount
Page 46 4 2
Hour Hour
39/11
325.00 325.00
162.50 81.25 12.19
255.94 35.83 291.77 292.00 31.43 31.00
Ceiling Asbestoes, removing including timber frame work, stacking serviceable materials storeyed building- (and debris cleared away in single).
1 1
Day Day
40/11
1 1 1/4
Day Day Day
41/11
2
No 42/11
257 Labourer 257 Labourer Allow for scaffolding Overheads Per square Say per square Per m2 Say per m2
Qty
1Hour
Unit
Per Sqrs. 214 Carpenter 257 Labourer Allow for scaffolding Over heads Per square Say Rs Per m2 Say per m2 Ceiling Asbestoes removing including timber frame work - do - do in 2 storeyed building. Per Sqrs. 214 Carpenter 257 Labourer 257 Labourer (02) Allow for scaffolding Over heads Per square Say per square Per m2 Say per m2 Valance/Barge boarding removed, materials stacked and debris cleared away in single storeyed building. Per 40.0 L.ft 257 Labourer Allow for scaffolding Over Heads Per L.ft Say per L.ft. Per L.m Say per L.m. Code Description Valance/Barge boarding removed - do - do in 2 storeyed building.
475.00 325.00
475.00 325.00 325.00
325.00
Unit Rate
475.00 325.00 16.25
475.00 325.00 162.50 24.38
81.25 4.06
Rate
816.25 114.28 930.53 931.00 100.22 100.00
986.88 138.16 1,125.04 1,125.00 121.10 121.00
85.31 11.94 2.43 2.40 7.87 7.90 Amount
Per 40.0 L.ft. 2
11/2hr 257 Labourer Scaffolding
325.00
Analysis 1st half - Mullaitivu
121.88 6.09
127.97
Page 47 Over Heads Per L.ft Say per L.ft. Per L.m. Say per L.m. 43/12
17.92 3.65 3.60 11.81 11.80
Cement plastering, soffit chipped, and debris cleared away. Per Sqrs. 1 1/8
Day
257 Labourer Add 25% for extra difficulty Allow for scaffolding 5% Over Heads Per square Say per square Per m2 Say per m2
325.00
365.63 91.41 18.28
475.31 66.54 541.86 542.00 58.34 58.00
RATE ANALYSIS FIRST HALF OF 2004 IN EXCAVATOR No 1
Qty
Unit Code
Description Drains, earth, in any soil except rock requiring blasting cut to gradient and shaped as directed soil deposited within site.
Analysis 1st half - Mullaitivu
Unit Rate
Rate
Amount
Page 48
1 3/8 1/3
day no
1 5/8 1/3
day no
1 3/4
day
2/13
4/14
1/3
6/14
1 2
Cube day
1/3
No 7/15
Qty
1 1/2 1/3
Unit
Per Cube. 257 Labourer 325 24 Basket 52.5 Overheads Per Cube Say per cube Per m3 Say per m3 Excavation in any soil except rock requiring blasting part returnfill in and ram, and surplus disposed of within site as directed. Per Cube. 257 Labourer 325 24 Basket 52.5 Overheads Per Cube Say per cube Per m3 Say per m3 Filling under floor with gravel or other approved quality of filling, spread, watered and well rammed in 3" layers with available earth. Per Cube. 257 Labourer 325 413 Allow for water 50 24 Basket 52.5 Overheads Per Cube Say per cube Per m3 Say per m3 Filling under floor with gravel or other approved quality of filling spread water and rammed in 3" layers (material not available at site). Per Cube. 61 Earth 1850 257 Labourer 325 Allow for compactive 10% 65 413 Allow for water 50 24 Basket 52.5 Overheads Per Cube Say per cube Per m3 Say per m3 Code Description Unit Rate External Filling.(Material not available at site)
Per Cube. Cube 61 Earth day 257 Labourer no 24 Basket Overheads Per Cube
1850 325 52.5
Analysis 1st half - Mullaitivu
446.88 17.50
528.13 17.50
568.75 50.00 17.50
1,850.00 650.00 65.00 50.00 17.50
Rate
1,850.00 162.50 17.50
464.38 65.01 529.39 529.00 186.93 187.00
545.63 76.39 622.01 622.00 219.79 220.00
636.25 89.08 725.33 725.00 256.18 256.00
2,632.50 368.55 3,001.05 3,001.00 1,060.42 1,060.00 Amount
2,030.00 284.20 2,314.20
Page 49 Say per cube Per m3 Say per m3
8/15
2,314.00 817.67 818.00
External Filling.(Material available at site)
1/2 1/3
day no
Per Cube. 257 Labourer 24 Basket Overheads Per Cube Say per Cube Per m3 Say per m3
325 52.5
162.50 17.50
180.00 25.20 205.20 205.00 72.51 73.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU CONCRETOR. No 1/15
Qty
Unit
Description Cement concrete 1:3:6 with 2" metal, above one cube. (Shuttering paid for seperately). Per Cube.
Analysis 1st half - Mullaitivu
Unit Rate
Rate
Amount
Page 50
11.25 Cwts 46 Cement 0.56 Cube 197 Sand 1 Cube 137 2" Metal 1 Day 214 Mason 8 Day 257 Labourer 2/3 24 Basket 410 Allow for water Over heads Per cube Say per cube Per m3 Say per m3 2/15
520.00 2100.00 7850.00 475.00 325.00 52.50 125.00
5,850.00 1,176.00 7,850.00 475.00 2,600.00 35.00 125.00
18,111.00 2,535.54 20,646.54 20,647.00 7,295.76 7,296.00
Cement concrete 1:3:6 (2") upto 1 cube. (Shuttering paid for seperately). Per Cube. As in Item 1 Add 25% of Cost of labourer Over heads Per cube Say per cube Per m3 Say per m3
18,761.00 2,626.54 21,387.54 21,388.00 7,557.60 7,558.00
Cement concrete 1:2 1/2:5 (1") above 1 cube (Shuttering paid for seperately). Per Cube.
3/15
13.6 0.6 1 1 8 2/3
No 2a/16
18,111.00 650.00
Qty
Cwts Cube Cube Day Day
46 197 136 214 257 24 410
Unit
Cement Sand 1" metal Mason Labourer Baskets Allow for water Over heads Per cube Say per cube Per m3 Say per m3
520.00 2100.00 8470.00 475.00 325.00 52.50 125.00
Description Cement concrete 1:3:6 (1 1/2") above 1 cube (shuttering paid for seperately).
Unit Rate
7,072.00 1,260.00 8,470.00 475.00 2,600.00 35.00 125.00
Rate
Per Cube. 11.25 1 0.56 2/3
Cwt cube cube No
46 135 197 24
Cement Metal (1 1/2") Sand Basket
520.00 8020.00 2100.00 52.50
Analysis 1st half - Mullaitivu
5,850.00 8,020.00 1,176.00 35.00
20,037.00 2,805.18 22,842.18 22,842.00 8,071.38 8,071.00
Amount
Page 51
1 8
day day
410 Allow for water 214 Mason 257 Labourer Over heads Per cube Say per cube per m3 Say per m3
2c/16
125.00 475.00 325.00
125.00 475.00 2,600.00
520.00 8470.00 2100.00 52.50 125.00 475.00 325.00
5,850.00 8,470.00 1,176.00 35.00 125.00 475.00 2,600.00
18,281.00 2,559.34 20,840.34 20,840.00 7,363.96 7,364.00
Cement concrete 1:3:6 (1") above 1 cube (shuttering paid for seperately). Per Cube. 11.25 1 0.56 2/3
Cwt cube cube
1 8
day day
46 136 197 24 410 214 257
4/16
Cement 1" Metal Sand Basket Allow for water Mason Labourer Over heads Per cube Say per cube per m3 Say per m3
18,731.00 2,622.34 21,353.34 21,353.00 7,545.23 7,545.00
Cement concrete 1:2 1/2:5 (1") upto one cube (Shuttering paid for seperately). Per Cube. As in Item 3 Add 25% of Cost of labourer Over heads Per cube Say per cube Per m3 Say per m3
No 5/16
Qty
Unit Code
20,037.00 650.00
Description Unit Rate Cement concrete 1:2:4 (3/4") above 1 cube (Shuttering paid for seperately).
Rate
Per Cube. 16 0.6 1 1
Cwts 46 Cement Cube 197 Sand Cube 138 3/4" metal Day 214 Mason
520.00 2100.00 8830.00 475.00
Analysis 1st half - Mullaitivu
8,320.00 1,260.00 8,830.00 475.00
20,687.00 2,896.18 23,583.18 23,583.00 8,333.22 8,333.00
Amount
Page 52 8 2/3
Day
257 Labourer 24 Basket 410 Allow for water Over heads Per cube Say per cube Per m3 Say per m3
6/16
325.00 52.50 125.00
2,600.00 35.00 125.00
21,645.00 3,030.30 24,675.30 24,675.00 8,719.08 8,719.00
Cement concrete 1:2:4 (3/4") upto 1 cube (Shuttering paid for seperately). Per Cube. As in Item 5 Add 25% of Cost of Labourer Over heads Per cube Say per cube Per m3 Say per m3
11/18
21,645.00 650.00
22,295.00 3,121.30 25,416.30 25,416.00 8,980.92 8,981.00
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 joints as necessary, including necessary excavation (without ramp). Per 10.0 L.ft. 1.25 0.06 0.08 1/2 1 1/2 1/2
No 12/19
Cwts Cube Cube Day Day Day Day
46 197 136 214 257 214 257
Cement Sand 1" metal Mason Labourer Mason (Rendering) Labourer (Rendering) Allow for shuttering, baskets etc.10% Over heads Per 10 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m.
Qty
Unit Code
0.3 0.01 0.02 14
Cwts 46 Cement Cube 197 Sand Cube 138 3/4" metal S.ft 182 Planks (1/4 new cost)
520.00 2100.00 8470.00 475.00 325.00 475.00 325.00
Description Unit Rate Lintol cement concrete 1:2:4 (3/4") 4 1/2"x6" (Reinforcement paid for seperately) with form work Per 10.0 L.ft.
Analysis 1st half - Mullaitivu
520.00 2100.00 8830.00 50.00
650.00 126.00 677.60 237.50 325.00 237.50 162.50 96.25
Rate
156.00 21.00 176.60 175.00
2,512.35 351.73 2,864.08 286.41 286.00 938.08 938.00 Amount
Page 53
2 2 2 2
Hour Hour Hour Hour
13/19
0.6 Cwts 0.02 Cube 0.035 Cube 17 S.ft 2 2 2 2
Hour Hour Hour Hour
1.35 0.04 0.08 34
Cwts Cube Cube S.ft
3 3 1/2 1/2
Hour Hour Day Day
Qty
Unit
14/20
No 19/22
0.58 Cwts 0.02 Cube 0.035 Cube 12 S.ft 2 Hour 2 Hour
Allow for use of timber props and nails 40.63 Carpenter 475.00 Labourer 325.00 Mason 475.00 2 Labourers 325.00 Over heads Per 10 L.ft Per L.ft Say per L.ft Per L.m. Say per L.m. Lintol, cement concrete 1:2:4 (3/4") 9"x6" (Reinforcement paid for seperately). with form work Per 10.0 L.ft. 46 Cement 520.00 197 Sand 2100.00 138 3/4" metal 8830.00 182 Planks (1/4 new cost) 50.00 Allow for use of timber props & nails water etc 65.63 214 Carpenter 475.00 257 Labourer 325.00 214 Mason 475.00 257 2 Labourers 325.00 Over heads Per 10 L.ft Per L.ft Say per L.ft. Say per L.m. Lintol, cement, concrete, 1:2:4 (3/4"), 9"x9" (Reinforcement paid for seperately). with form work Per 15.0 L.ft. 46 Cement 520.00 197 Sand 2100.00 138 3/4" Metal 8830.00 182 Planks (1/4 new cost) 50.00 Allow for nails & props & water. 90.63 214 Carpenter 475.00 257 Labourer 325.00 257 Labourer (02) 325.00 214 Mason 475.00 Over heads Per 15 L.ft Per L.ft Say per L.ft Say per L.m Code Description Unit Rate Padstones, cement, concrete 1:2:4 (3/4" metal) precast or in situ. Per 4 Nos. = Size 1-6x1-1 1/2x0-6 46 Cement 520.00 197 Sand 2100.00 138 3/4" Metal 8830.00 182 Planks (1/4 new cost) 50.00 214 Mason 475.00 257 Labourer (02) 325.00 214 257 214 257
Analysis 1st half - Mullaitivu
40.63 118.75 81.25 118.75 162.50
312.00 42.00 309.05 212.50 65.63 118.75 81.25 118.75 162.50
702.00 84.00 706.40 425.00 90.63 178.13 121.88 325.00 237.50
Rate
301.60 42.00 309.05 150.00 118.75 162.50
1,050.48 147.07 1,197.54 119.75 120.00 393.60 394.00
1,422.43 199.14 1,621.56 162.16 162.00 531.00
2,870.53 401.87 3,272.40 218.16 218.00 715.00 Amount
Page 54 allow for water Over heads Per 4 Nos. Per No. Say per No. 19a/22
20.31
20.31
520.00 2100.00 8830.00 50.00 325.00 475.00
88.40 21.00 88.30 75.00 81.25 59.38
1,104.21 154.59 1,258.80 314.70 315.00
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 0.01 Cube 197 Sand .01 Cube 138 3/4" Metal 6 S.ft 182 Planks (1/4 new cost) 2 hour Labour 1 hour mason
413.33 57.87 471.19 117.80 118.00
Overheads Per 4 Nos Per no Say per No 21/23
Slabs over drain, cement concrete 3" thick, 1:2:4 (3/4" metal) reinforced with expended metal and 1/2" cement rendered 1:2 (R/F paid for seperately). Per 15.0 S.ft. 0.6 0.02 0.04 16 2 2
Cwts Cube Cube S.ft Hour Hour
46 197 138 182 214 257
Cement( For slab) Sand 3/4" Metal Shuttering planks (1/4 new cost) Mason Labourer (02)
0.23 0.01 1 1
Cwts 46 Cement(For rendering) Cube 200 Sand Hour 214 Mason Hour 257 Labourer 414 Allow for water Over heads Per 15 S.ft Per S.ft Say per S.ft. Per M2 Say Per M2 Unit Code Description Slabs over drain, cement concrete 2" thick, 1:2:4 (3/4" metal) reinforced with expended metal and 1/2" cement rendered 1:2 (R/F paid for seperately). Per 15 L.ft As in item 21 ('2" concrete for slab x 2/3) Cwts 46 Cement(For rendering) Cube 200 Sand Hour 214 Mason
520.00 2100.00 8830.00 50.00 475.00 325.00
312.00 42.00 353.20 200.00 118.75 162.50
520.00 2100.00 475.00 325.00 25.00
119.60 21.00 59.38 40.63 25.00
1,188.45
No 21a/23
Qty
0.23 0.01 1
Analysis 1st half - Mullaitivu
Unit Rate
520.00 2100.00 475.00
Rate
792.30 119.60 21.00 59.38
1,454.05 203.57 1,657.62 110.51 111.00 1,194.83 1,195.00 Amount
Page 55 1
Hour
257 Labourer Allow for water Over heads Per 15 S.ft Per S.ft Say per S.ft. Per M2 Say Per M2
25a/25
40.63 5.08
1,037.98 145.32 1,183.30 78.89 79.00 850.38 850.00
Cement concrete 1:1 1/2:3 (3/4").
23 0.82 0.42 1 6 1/3
Cwt cube cube day day day
2/3
Per Cube. 46 Cement 138 3/4" Metal 197 Sand 214 Mason 257 Labourer 97 Hire of mixure, vibrator etc. 410 Allow for water 24 Basket Over heads Per cube Say per cube Per m3 Say per m3
23/24
No 25/25
325.00 5.08
520.00 11,960.00 8830.00 7,240.60 2100.00 882.00 475.00 475.00 325.00 1,950.00 4500.00 1,500.00 125.00 125.00 52.50 35.00
24,167.60 3,383.46 27,551.06 27,551.00 9,735.34 9,735.00
Spur Stones, cement concrete 1:2:4 (3/4") for door posts supplied and fixed. Per 10.0 Stone. 138 3/4" Metal 197 Sand Allow for moulds 46 Cement 214 Mason 257 Labourer Over heads Per 10 Stones Per Stone Say per stone
0.15 0.07
Cu.ft Cu.ft
0.03 2 2
Cwt Hour Hour
Qty
Unit Code
Description Cement concrete 1:2 1/2:5 (1") using concrete mixer and vibrator (Shuttering paid for seperately).
88.30 21.00 32.50 520.00 475.00 325.00
Unit Rate
13.25 1.47 32.50 15.60 118.75 81.25
Rate
Per cube. 14 0.6 1
Cwts 46 Cement Cube 197 Sand Cube 136 1" Metal
520.00 2100.00 8470.00
Analysis 1st half - Mullaitivu
7,280.00 1,260.00 8,470.00
262.82 36.79 299.61 29.96 29.00
Amount
Page 56 1 6 2/3
Day Day
1/3
Day
214 257 24 410 97
26/25
475.00 325.00 52.50 125.00 4500.00
475.00 1,950.00 35.00 125.00 1,500.00
21,095.00 2,953.30 24,048.30 24,048.00 8,497.53 8,498.00
Cement concrete 1:2:4 (3/4") in Column shafts (Reinforcements shuttering and finishes paid for seperately) in ground floor using mixer and vibrator.
18 0.6 1 1 6 2/3
Cwts Cube Cube Day Day
1/3
Day
Per Cube. Cement 520.00 Sand 2100.00 3/4" Metal 8830.00 Mason 475.00 Labourer 325.00 Basket 52.50 Allow for water and curing 125.00 97 Hire ofmixer,vibrator,wagesof operator and fuel. 4500.00 Over heads Per cube Say per cube Per m3 Say per m3
46 197 138 214 257 24
27/25
9,360.00 1,260.00 8,830.00 475.00 1,950.00 35.00 125.00 1,500.00
23,535.00 3,294.90 26,829.90 26,830.00 9,480.57 9,481.00
Cement concrete as per Item 26 in 1st floor.
2
No 28/25
Mason Labourer Basket Allow for water and curing Hire of mixer, vibrator,wages of operator fuel Over heads Per cube Say per cube Per m3 Say per m3
Qty
5
Day
As per Item 26 257 Labourer Over heads Per cube Say per cube Per m3 Say per m3
23535.00 23,535.00 325.00 650.00
Unit Code
Day
Description Cement concrete as per Item 26 in 2nd floor. As per Item 26 257 Labourer Over heads Per cube Say per cube Per m3 Say per m3
Analysis 1st half - Mullaitivu
Unit Rate
Rate
23535.00 23,535.00 325.00 1,625.00
24,185.00 3,385.90 27,570.90 27,571.00 9,742.40 9,742.00
Amount
25,160.00 3,522.40 28,682.40 28,682.00 10,134.98 10,135.00
Page 57 29/26
Cement concrete 1:2:4 (3/4") in beams in ground floor (reinforcements shuttering and finishes paid for seperately) using mixer and vibrator.
36 1.2 1.8 2 1/2 16 1 1/3
Cwts Cube Cube Day Day
2/3
Day
46 197 138 214 257 24 411 97
Per 2 Cube. Cement Sand 3/4" Metal Mason Labourer Basket Allow for water and curing Hire of concrete mixer vibrators, Operators Salary, fuel
520.00 18,720.00 2100.00 2,520.00 8830.00 15,894.00 475.00 1,187.50 325.00 5,200.00 52.50 70.00 250.00 250.00 4500.00
3,000.00 46,841.50 6,557.81 53,399.31 26,699.66 26,700.00 9,434.63 9,435.00
Over heads Per 2 cube Per cube Say per cube Per m3 Say per m3 30/26
Cement concrete as per Item 29 in 1st floor. Per Cube.
2
31/26
5
No 32/26
Qty
Day
As per Item (29) per cube 257 Labourer Over heads Per cube Say per cube Per m3 Say per m3
Cement concrete as per Item 29 in 2 nd floor. Per 1Cube. As per Item 29 per cube Day 257 Labourer Over heads Per cube Per Cube Say per cube Per m3 Say per m3 Unit Code Description Shuttering for floor slab concrete and dismantling.
23420.75 23,420.75 325.00 650.00
23420.75 23,420.75 325.00 1,625.00
Unit Rate
Rate
Per Sqrs. 115 50 30 2 1/4
S.ft 57 Planks Rubber(1/2new cost) L.ft 123 4"x2" Class II joists (1/10 cost) props 19 30 props (10-12) feet 4"x2" coconut (1/15cost) Ibs 267a Wire nails 2" Gallon 147 Mould oil
Analysis 1st half - Mullaitivu
20.00 40.00 300.00 36.50 100.00
1,150.00 200.00 600.00 73.00 25.00
24,070.75 3,369.91 27,440.66 27,441.00 9,696.47 9,696.00
25,045.75 3,506.41 28,552.16 28,552.16 28,552.00 10,089.05 10,089.00 Amount
Page 58 1 3
Day Day
214 Carpenter 257 Labourer Over heads Per square Say per sqrs Per m2 Say per m2
33/27
475.00 975.00
50.00 13.00 100.00 13.00 32.50 300.00 475.00 325.00
206.25 32.50 3.00 5.20 32.50 50.00 178.13 121.88
20.00 36.50 100.00 475.00 325.00
860.00 73.00 12.50 118.75 81.25
3,498.00 489.72 3,987.72 3,988.00 429.28 429.00
Shuttering for column shaft and dismantling (for column 9"x9"x4 ft. heigh I.e 4 1/2 ft. box). Per 12.0 Sq.ft. 1"planks/15mm plywood/Ginisappu 1/4 cost 2"x2" Class II battens (1/6 cost) Mould oil 3/8" dia 18" bolts, nuts and washers(1/15 cost) Allow for screws and nails Props 19 Coconut rafters (1/30 cost) Day 214 Carpenter Day 257 Labourer Over heads Per 12 S.ft Per S.ft Say per S.ft. Per m2 Say per m2:-
16 1/2 S.ft 15 L.ft 0.03 gal 6 Nos 5 3/8 3/8
182 300 147 301
33a/27
No 34/27
475.00 325.00
629.45 88.12 717.57 59.80 60.00 645.86 646.00
Shuttering for footing and walls etc.
57 267a 147 214 257
Per 80 S.ft Rubber planks ( 1/2 new cost) 2" Nails Mould Oil Carpenter Labourer overheads Per 80 S.ft per S,ft Say per Sft Say per m2
86 2 1/8 1/4 1/4
S.ft Lbs Gal Day Day
Qty
Unit Code
86 200 14 7 1/8 1
Per 80.0 Sq.ft. S.ft 182 Ginisapu planks / Plywood 15mm thick 1/4 cost L.ft 300 2"x2" Class II timber 1/4cost No 19 Coconut rafters(each 10' ) (1/20 cost) Ibs 267a 2" to 3" wire nails Glns 147 Mould oil day 257 Labourer
Description Unit Rate Shuttering for beam including dismantling (12"x18" beam 20 ft. long).
Analysis 1st half - Mullaitivu
50.00 13.00 300.00 36.50 100.00 325.00
Rate
1,075.00 650.00 210.00 255.50 12.50 325.00
1,145.50 160.37 1,305.87 16.32 16.00 172.16
Amount
Page 59 1
Day
214 Carpenter Over heads Per 80 S.ft of beam surface ( 3 sides) There 1 S.ft of beam surface (3 sides) Say per S.ft. Say per m2
35/28
475.00
520.00 2100.00 8830.00 475.00 325.00 125.00 52.50 4500.00
9,360.00 1,260.00 7,947.00 475.00 1,950.00 125.00 35.00 2,250.00
3,003.00 420.42 3,423.42 42.79 43.00 463.00
Cement concrete 1:2:4(3/4") lintol in ground floor (reinforcement and shuttering paid for seperately) using mixer and vibrator.
18 0.6 0.9 1 6
Cwt Cube Cube Day Day
2/3 1/2
No Day
46 197 138 214 257 410 24 97
36/28
Per Cube. Cement Sand Metal Mason Labourer Allow for water and curing Basket Hire of mixer, vibrator, wages of operators & fuel Over heads Per cube Say per cube Per m3 Say per m3
23,402.00 3,276.28 26,678.28 26,678.00 9,426.86 9,427.00
Cement concrete lontols as per Item (35) in 1st floor.
2
No 37/28
475.00
Qty
Day
Per Cube.35 As per Item 35 in groung floor 257 Labourer Over heads Per cube Say per cube Per m3 Say per m3
Unit Code
23402.00 23,402.00 325.00 650.00
Description Unit Rate 4" thick R.C.C 1:2:4 (3/4") in first floor slab (reinforcement and shuttering paid for seperately) using mixer and bibrator.
Per 8.0 Sqrs. 45 1/3 Cwts 46 Cement 2.4 Cube 138 Metal 3/4" 1.6 Cube 197 Sand 1 Day 97 Hire of mixer, vibrator with operator and fuel 4 Day 214 Mason
Analysis 1st half - Mullaitivu
Rate
520.00 23,573.33 8830.00 21,192.00 2100.00 3,360.00 4500.00 4,500.00 475.00 1,900.00
24,052.00 3,367.28 27,419.28 27,419.00 9,688.69 9,689.00
Amount
Page 60 22
Day
1 4/5
No
257 Labourer 411 Allow for water curing 24 Basket Over heads Per 8 Sqrs Per Sqrs Say per Sqrs Per m2 Say per m2
38/29
5" thick R.C.C in 1st floor - do - do -
325.00 250.00 52.50
Qty
Unit Code
40/29
62,019.83 8,682.78 70,702.61 8,837.83 8,838.00 951.35 951.00
- do - do - do -
8.0 Sqrs. 56 2/3 Cwt 46 Cement 3 Cube 138 Metal 3/4" 2 Cube 197 Sand 4 Day 214 Mason 25 Day 257 Labourer 411 Allow for water curing 1 Day 97 Hire of mixer vibrator operators wages and fuel 2 1/5 No 24 Basket Over heads Per 8 Sqrs Per Sqrs Say per Sqrs Say Per m2 per cube Say per cube
No
7,150.00 250.00 94.50
Description
520.00 29,466.67 8830.00 26,490.00 2100.00 4,200.00 475.00 1,900.00 325.00 8,125.00 375.00 375.00 4500.00 4,500.00 52.50
Unit Rate
115.50
Rate
75,172.17 10,524.10 85,696.27 10,712.03 10,712.00 1,153.00 25,708.80 25,708.00
Amount
Drains in cement concrete 1:3:6(1") as above But with ramp 2' 6" wide Per 10 L.ft
6.25 C.ft 25 S.ft
Drains as per Item 39 1:3:6 (1") Concrete 1:3 Rendering Per 10 L,ft
Analysis 1st half - Mullaitivu
213.53 17.16
2,864.08 1,334.56 429.00 4,627.64
Page 61 Say per L.ft Say per L.m
463.00 1,518.00
BLOCK MASONRY 1
Cement sand block in 1:6 mix in cement sand 1:5 mix Per Cube
12 1 3
Casting of blocks Cwt 46 Cement Cube 197 Sand fine Day 214 Mason
Analysis 1st half - Mullaitivu
520.00 2100.00 475.00
6,240.00 2,100.00 1,425.00
Page 62 6
1.5 0.10 2 2
Day
257 Labourer 411 Allow for water for curing & mould
Cwt 46 Cement Cube 197 Sand Day 214 Mason Day 257 Labourer Allow for scaffolding Overheads Per cube Say per Cube Per m3 Say per m3
2
325.00 250.00
1,950.00 250.00
520.00 2100.00 475.00 325.00
780.00 210.00 950.00 650.00 32.50
14,587.50 2,042.25 16,629.75 16,630.00 5,876.33 5,876.00
4" thick cement sand block 1:6 mix masonry in cement sand 1:5 mix
3 Cwt 46 0.333 Cube 197 1 Day 214 2 Day 257 410 1 0.07 1 2
Cwt 46 Cube 197 Day 214 Day 257
Per Sqr Casting of blocks Cement Sand Mason Labourer Allow for water for curing & mould Masonry Cement Sand Mason Labourer Allow for scaffolding Overheads Per sqr Say per sqr Per m2 Say per m2
520.00 2100.00 475.00 325.00 125.00
1,560.00 699.30 475.00 650.00 125.00
520.00 2100.00 475.00 325.00
520.00 147.00 475.00 650.00 32.50
5,333.80 746.73 6,080.53 6,081.00 654.52 655.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU BRICKLAYER No 2/30
Qty
Unit
Description Brick work in cement Mortar (1:5) above 1 cube (up to 1st floor level).
Unit Rate
Rate
Per Cube. 1450
No
41 Bricks Add 10% wastage
Analysis 1st half - Mullaitivu
5.70
8,265.00 826.50
Amount
Page 63 23 3.7
Cu.ft Cwts
3 5
Day Day
3/30
197 46 410 214 257
Sand Cement Allow for water Mason Labourer Allow for scaffolding 5% of Labour Over heads per cube Say per cube Per m3 Say per m3
2100.00 520.00 125.00 475.00 325.00
483.00 1,924.00 125.00 1,425.00 1,625.00 81.25
14,754.75 2,065.67 16,820.42 16,820.00 5,943.46 5,943.00
Brick work in cement mortar (1:5) up to 1 cube (up to 1st floor level). Per Cube.
3/4 1 1/4
Day Day
4/31
No 6/31
As in Item 2 214 Mason 257 Labourer Over heads Per cube Say per cube Per m3 Say per m3
14,754.75 14,754.75 475.00 356.25 325.00 406.25
15,517.25 2,172.42 17,689.67 17,690.00 6,250.88 6,251.00
Brick work in cement mortar 1:5 in piers (in ground floor).
1 1/2 2 1/2
Day Day
Qty
Unit
Per Cube. As in Item 2 214 Mason 257 Labourer Over heads Per cube Say per Cube Per m3 Say per m3
14,754.75 14,754.75 475.00 712.50 325.00 812.50
Description Brick work 4 1/2" thick in cement mortar 1:5 above 1 Square
Unit Rate
Rate
Per Sqrs. 550
No
9 1.3
C.ft Cwt
41 Bricks Add 10% wastage 197 Sand 46 Cement 412 Allow for water
Analysis 1st half - Mullaitivu
5.70 2100.00 520.00 75.00
3,135.00 313.50 189.00 676.00 75.00
16,279.75 2,279.17 18,558.92 18,559.00 6,557.95 6,558.00
Amount
Page 64 1 1/2 2
Day Day
214 Mason 257 Labourer Allow for scaffolding Over heads Per square Say per sqrs Per m2 Say per m2
7/32
475.00 325.00 32.50
712.50 650.00 32.50
5,783.50 475.00 325.00
5,783.50 178.13 162.50
325.00 24.38
487.50 24.38
325.00 8.13
162.50 8.13
5,783.50 809.69 6,593.19 6,593.00 709.69 710.00
Brick work 4 1/2" thick in cement 1:5 up to 1 square. Per Sqrs.
3/8 1/2
Day Day
12/33
1 1/2
Day
As in Item 6 214 Mason 257 Labourer Over heads Per square Say per Sqrs Per m2 Say per m2 Extra over Item 2 for brick work from 1st floor level up 2nd floor. Per Cube. 257 Labourer Add for scaffolding Over heads Per cube Say per cube Per m3 Say per m3
14/34
511.88 71.66 583.54 584.00 206.36 206.00
Extra over Items 6-8 for brickwork from 1st floor level to 2nd floor. Per Sqrs. 1/2
No 19/35
6,124.13 857.38 6,981.50 6,982.00 751.56 752.00
Day
257 Labourer Add for scaffolding Over heads Per square Say per Sqrs Per m2 ay per m2
Qty
Unit Code
Description Coping, brick in cement 1:5, weathered and threated on 4 1/2" walls, cement rendered 1/2", 1:3 complete.
400 0.23 5.1 6 6
Per 100.0 L.ft. No 41 Bricks Cube 200 Sand Cwts 46 Cement Day 214 Mason Day 257 Labourer
Unit Rate
5.70 2100.00 520.00 475.00 325.00
Analysis 1st half - Mullaitivu
Rate
2,280.00 483.00 2,652.00 2,850.00 1,950.00
170.63 23.89 194.51 195.00 20.99 21.00 Amount
Page 65 412 Allow for water Over heads Per 100 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m 20/35
75.00
5.70 2100.00 520.00 475.00
381.90 69.30 374.40 356.25 12.19 243.75
10,290.00 1,440.60 11,730.60 117.31 117.00 383.76 384.00
Coping, brick in cement 1:5, weathered threated, on 9" walls and 1/2" cement rendered 1:3 complete.
67 3.3 0.72 3/4
No Cu.ft Cwts Day
3/4
Day
Per 10.0 L.ft. Bricks Sand Cement Mason Allow for water 257 Labourer Over heads Per 10 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m. 41 200 46 214
24/37
325.00
1,437.79 201.29 1,639.08 163.91 164.00 537.92 538.00
Door or Window inserted in existing walls including making, opening and making good to floor and walls (Lintol or Arch, and door or window paid seperately).
1/2 190 3 0.52 1 1 0.75 5 1/2 1
No 25/37
75.00
Qty
1/4 200 1
Per No. 2 Labourer Bricks Sand Cement Mason Labourer Cement( for rendering) Sand Mason allow for water Day 257 Labourer Over heads Per No Say per No Unit Code Description Drains, brick incement 1:5,9" average depth 12" wide, and cement rendered 1/2" thick 1:2 complete with expansion joints as necessary excavation (apron paid for seperately).
Day No C.ft Cwts Day Day Cwts Cu.ft Day
Day No Cwt
257 41 200 46 214 257 46 200 214
Per 10.0 L.ft. 257 Labourer (for excavation) 41 Bricks ( for building drain) 46 Cement
Analysis 1st half - Mullaitivu
325.00 5.70 2100.00 520.00 475.00 325.00 520.00 2100.00 475.00 325.00
Unit Rate
325.00 5.70 520.00
325.00 1,083.00 63.00 270.40 475.00 325.00 390.00 105.00 237.50 16.25 325.00
Rate
81.25 1,140.00 520.00
3,615.15 506.12 4,121.27 4,121.00 Amount
Page 66 6 1 1/4
Cu.ft Day
1 1/4
Day
200 Sand 214 Mason Allow for water 5% of labour 257 Labourer Over heads Per 10 L.ft Per L.ft Say per L.ft. Per L.m Say per L.m
26/38
No 28/38
2100.00 475.00 325.00
126.00 593.75 20.31 406.25
2,887.56 404.26 3,291.82 329.18 329.00 1,079.12 1,079.00
Drains, brick in cement 1:5 6"-9" average depth and 9" wide, cement rendered 1/2" 1:2 complete with expansion (apron paid for seperately).
1/4 100 4 0.68 1
Day Nos Cu.ft Cwts Day
1
Day
Qty
257 41 200 46 214 414 257
Unit Code
Per 10.0 L.ft. Labourer(for excavation) Bricks(For Building drain) Sand Cement Mason Allow for water Labourer Over heads Per 10 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m.
Description Steps, 12" wide and 6" to 9" high masonary or brick work in cement mortar 1:3 rendered 1/2" cement 1:2 with foundation 6" below ground.
325.00 5.70 2100.00 520.00 475.00 325.00
Unit Rate
81.25 570.00 84.00 353.60 475.00 16.25 325.00
Rate
Per 10.0 L.ft. 120 0.6 4
No Cwt Cu.ft
41 Bricks 46 Cement 200 Sand
5.70 520.00 2100.00
Analysis 1st half - Mullaitivu
684.00 312.00 84.00
1,905.10 266.71 2,171.81 217.18 217.00 711.76 712.00
Amount
Page 67 1/2
Day
1/2
Day
30/39
214 Mason Allow for water 5% of labour 257 Labourer Over heads Per 10 L.ft Per L.ft Say per L.ft Per L.m. Say per L.m.
325.00
237.50 8.13 162.50
1,488.13 208.34 1,696.46 169.65 170.00 557.60 558.00
Brick work in cement sand 1:8 in foundation and up to D.P.C. Per Cube. 41 Bricks Add 10% for breakage 2 1/3 Cwt 46 Cement 0.375 Cube 197 Sand 3 Day 214 Mason 4 Day 257 Labourer 410 Allow for water Over heads Per cube Say per cube Per m3 Say per m3 1450
No
31/40
5.70 520.00 2100.00 475.00 325.00 125.00
8,265.00 826.50 1,213.33 787.50 1,425.00 1,300.00 125.00
13,942.33 1,951.93 15,894.26 15,894.00 5,616.25 5,616.00
Brick work in cement sand 1:8 in superstructure in ground floor.
1450 2 1/3 3/8 3 5
No 32/40
475.00
Qty
1 1/2
Per Cube. 41 Bricks Add 10% for breakage Cwt 46 Cement Cube 197 Sand Day 214 Mason Day 257 Labourer 410 Allow for water Allow for scaffolding 5% of labour Over heads Per cube Say per cube Per m3 Say per m3 No
Unit
Day
5.70 520.00 2100.00 475.00 325.00 125.00 81.25
Description Brick work in cement and sand 1:8 in 1st floor. Per Cube. As per Item 31 Per cube 257 Labourer Allow for extra scaffolding and water 5% of labour
Over heads Per cube
Analysis 1st half - Mullaitivu
8,265.00 826.50 1,213.33 787.50 1,425.00 1,625.00 125.00 81.25
Rate
14,348.58 2,008.80 16,357.39 16,357.00 5,779.86 5,780.00
Amount
14,348.58 14,348.58 325.00 487.50 24.38
24.38
14,860.46 2,080.46 16,940.92
Page 68 Say per cube Per m3 Say per m3
33/40
16,941.00 5,986.22 5,986.00
Brick work in cement and sand 1:8 in 2nd floor.
4 1/2
Day
Per Cube. As per Item No. 31 257 Labourer Allow for extra scaffolding 5% of labour Over heads Per cube Say per cube Per m3 Say per m3
14,348.58 14,348.58 325.00 1,462.50 73.13 73.13
15,884.21 2,223.79 18,108.00 18,108.00 6,398.59 6,399.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU MASON. No
Qty
1/41
Unit
Description
Rate
Random Rubble Masonary in cement Mortar 1:5 above 1 cube. Per Cube. 1
Cube 139 Rubble
5715.00
Analysis 1st half - Mullaitivu
5,715.00
Amount
Page 69 0.45 7.25 3 6
Cube 197 Sand Cwts 46 Cement Day 214 Mason 412 Allow for water Day 257 Labourer Over heads Per cube Say per cube Per m3 Say per m3
2/41
2100.00 520.00 475.00 75.00 325.00
945.00 3,770.00 1,425.00 75.00 1,950.00
13,880.00 1,943.20 15,823.20 15,823.00 5,591.17 5,591.00
Randam rubble masonary in cement mortar 1:5 up to 1 cube. Per Cube. As in item 1 Add 25% on labour. Over heads Per Cube Say per cube Per m3 Say per m3
13,880.00 13,880.00 487.50
14,367.50 2,011.45 16,378.95 16,379.00 5,787.63 5,788.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU PAVIOR. No
Qty
Unit
1/43
Description
Rate
Exapansion joints in brick floors, filled with bitumen and sand. Per 20.0 L.ft. 1
Hour
214 Mason
475.00
Analysis 1st half - Mullaitivu
59.38
Amount
Page 70 1
Hour
257 Labourer Allow for sand and bitumen 50% of labour Over heads Per 20 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m.
2/43
2 2 1/4 1/4
Hour 214 Hour 257 Cu.ft 200 Gallon 32
0.25 0.18 5 1 1/4 3 1/2
Cube 136 Cube 197 Cwts 46 Day 214 412 Day 257
Qty
Unit Code
5/44
No 12/46
400 2 1/2 0.11 1
no
236a
Cwts 46 Cube 200 Day 215
Exapansion joints in concrete floors filled with bitumen and sand (to full depth of concrete and rendering). Per 20.0 L.ft. Mason Labourer Sand Bitumen Over heads Per 20 L.ft Per L.ft Say per L.ft. Per L.m. Say Per L.m. Floors ,cement concrete 1:21/2:5 (1") 3" thick cement rendered 1/2", 1:2, with expansion joints filled with cement and sand. Per Sqrs. 1" Metal Sand Cement Mason Allow for water Labourer Over heads Per square Say per Sqrs Per m2 Say per m2
Description 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. Tiles 6"x6" colour Add 25% for specials wastage in cutting etc. Cement Sand Special mason
Analysis 1st half - Mullaitivu
325.00
40.63 20.31
475.00 325.00 2100.00 347.00
118.75 81.25 5.25 86.75
8470.00 2100.00 520.00 475.00 75.00 325.00
2,117.50 378.00 2,600.00 593.75 75.00 1,137.50
Unit Rate
15.00 520.00 2100.00 475.00
Rate
6,000.00 1,500.00 1,300.00 231.00 475.00
120.31 16.84 137.16 6.86 7.00 22.96 23.00
292.00 40.88 332.88 16.64 17.00 55.76 56.00
6,901.75 966.25 7,868.00 7,868.00 846.93 847.00
Amount
Page 71 2 2
Day Day
214 Mason 257 Labourer 415 Allow for white cement for painting Over heads Per 100 S.ft Per S.ft Say per Sq.ft per m2: Say per m2:
12d/46
240 1 1/4 7 1 2 3
Nos Cwts Cu.ft Day Day Day
189 46 200 215 214 257 415 414
475.00 325.00 100.00
Tiles 8"x8", pressed of approved pattern and colour, supplied and fixed. Per 100.0 S.ft. floor tiles (8"x8") (including wastage) 32.00 Cement 520.00 Sand 2100.00 Special mason 475.00 Mason 475.00 Labourer 325.00 Allow for coloured cement 100.00 Allow for clearing 25.00 Over heads Per 100 S.ft Per S.ft Say per S.ft. Say per m2
950.00 650.00 100.00
7,680.00 650.00 147.00 475.00 950.00 975.00 100.00 25.00
11,206.00 1,568.84 12,774.84 127.75 128.00 1,377.83 1,378.00
11,002.00 1,540.28 12,542.28 125.42 125.00 1,350.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU PLASTERER. No
Qty
Unit
4/139
Description
Unit Rate
Rate
Cracks in wall, plastered in cement 1:3 after chipping 2" to 4" wide Per 10 L.ft 0.5
hour
214 Mason
475.00
Analysis 1st half - Mullaitivu
29.69
Amount
Page 72 1 0.04
hour cwt
257 Labourer 46 Cement Allow for sand Overheads Per 10 L.ft Per 1 L.ft Say per L.ft Per L.m Say per L.m
9/141
325.00 520.00
40.63 20.80 10.16
101.27 14.18 115.45 11.54 12.00 39.36 39.00
Flashing or plaster bands laid over tiles 4" to 6" wide on roof in cement and lime mortar 1:1:4 Per 20 Lft 1 Cft 200 Sand 0.16 Cwt 46 Cement 1/6 Bushel 126 Lime 1.5 Hrs 214 Mason 3 Hrs 257 Labourer Overheads Per 20 Lft Per Lft Per Lm Say Per Lm
14/142
2100.00 520.00 257.00 475.00 325.00
21.00 83.20 42.83 89.06 121.88
520.00 2100.00 475.00 325.00
780.00 105.00 356.25 487.50
357.97 50.12 408.09 20.00 65.60 66.00
Rendering cement 1/2", 1:2 above 1 Square. Per Sqrs.
No 15/142
1.5 5 3/4 1 1/2
Cwts Cu.ft Day Day
46 200 214 257
Qty
Unit Code
Cement Sand Mason Labourer Over heads Per square Say per sqrs. Per m2 Say per m2
Description Rendering cement 1/2", 1:2 upto 1 square
Unit Rate
Rate
1,728.75 242.03 1,970.78 1,971.00 212.16 212.00
Amount
Per Square As in Item 14 Add 25% on labour Overheads Per square Say per square Per m2
Analysis 1st half - Mullaitivu
1,728.75 121.88
1,850.63 259.09 2,109.71 2,110.00 227.13
Page 73 Say per m2 16/143
227.00
Rendering cement 1/2", 1:3 above 1 Square. Per Sqrs. 1.07 5 3/4 1 1/2
Cwts Cu.ft Day Day
46 200 214 257
17/143
Cement Sand Mason Labourer Over heads Per square Say per sqrs. Per m2 Say per m2
520.00 2100.00 475.00 325.00
556.40 105.00 356.25 487.50
1,505.15 210.72 1,715.87 1,716.00 184.71 185.00
Rendering cement 1/2", 1:3 upto 1 Square Per Square As in Item 16 Add 25% on labour Overheads Per square Say per square Per m2 Say per m2
18/143
1,505.15 121.88
1,627.03 227.78 1,854.81 1,855.00 199.66 200.00
Rendering, cement 3/4", 1:2 above 1 Square. Per Sqrs.
No 19/143
2.25 7 1/4 1 2
Cwts Cu.ft Day Day
46 200 214 257
Qty
Unit Code
Cement Sand Mason Labourer Over heads Per Square Say per sqrs Per m2 Say per m2
520.00 2100.00 475.00 325.00
Description Unit Rate Rendering, cement 3/4", 1:2 upto 1 square
1,170.00 152.25 475.00 650.00
Rate
2,447.25 342.62 2,789.87 2,790.00 300.32 300.00
Amount
Per square As in Item 18 Add 25% on labour Overheads Per sqr Say per sqr Per m2
Analysis 1st half - Mullaitivu
2,447.25 162.50
2,609.75 365.37 2,975.12 2,975.00 320.24
Page 74 Say per m2 20/144
320.00
Rendering, cement 3/4", 1:3 above 1 Square. Per Sqrs. 1.75 7 1/4 1 2
Cwts Cu.ft Day Day
46 200 214 257
21/144
Cement Sand Mason Labourer Over heads Per square Say per Sqrs. Per m2 Say per m2
520.00 2100.00 475.00 325.00
910.00 152.25 475.00 650.00
2,187.25 306.22 2,493.47 2,493.00 268.35 268.00
Rendering, cement 3/4", 1:3 upto 1 square Per Sqrs As in Item 20 Add 25% on labour Overheads Per sqr Say per sqr Per m2 Say per m2
22/144
2,187.25 162.50
2,349.75 328.97 2,678.72 2,679.00 288.34 288.00
Rendering, cement, floating coat, using Red cement finished smooth. Per Sqrs.
No 25/145
0.14 1 1 1
cwt Kg Hour Hour
46 192 214 257
Qty
Unit Code
Grey cement Red cement Mason Labourer Over heads Per Square Say per sqrs. Per m2 Say per m2
520.00 342.00 475.00 325.00
Description Unit Rate Rendering cement 3/4", 1:2 with Pudlo 5lbs to 100 lbs cement
72.80 342.00 59.38 40.63
Rate
514.80 72.07 586.87 587.00 63.19 63.00
Amount
Per sqr
12
lbs
As in Item 18 191 Pudlo Overheads Per sqr Say per sqr
32
Analysis 1st half - Mullaitivu
2,447.25 384.00
2,831.25 396.38 3,227.63 3,228.00
Page 75 Per m2 Say per m2 26/145
347.43 347.00
Skirting in cement mortar 1:3, 1/2"x4" projected or flush with wall, and including forming groove.with red cement floating Per 10.0 L.ft. 0.22 0.07 2 2
Cu.ft Cwts Hour Hour
200 46 214 257
27/145
Sand Cement Mason Labourer add red cement floating as 22/144( x 0.042) Over heads Per 10 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m.
2100.00 520.00 475.00 325.00
4.62 36.40 118.75 81.25 21.62
262.64 36.77 299.41 29.94 30.00 98.40 98.00
Skirting in cement mortar 1:3, 1/2"x6" projected or flush with all finished with Red cement floating, including forming groove. Per 10.0 L.ft.
No 28/146
As in Item 26 x 3/2 192 Red cement 214 Mason Over heads Per 10 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m.
0.06 1/2
Kg hrs
Qty
Unit Code
Description 3/8" thick plastering to RCC beams, slab soffit in cement sand 1:3 .with limeputty
Per sqr 0.8 Cwt 46 Cement 0.05 Cube 200 Sand 0.40 Bushel 126 Lime 2.0 Day 214 Mason 2.0 Day 257 Labourer Allow for Scaffolding
Analysis 1st half - Mullaitivu
393.96 342 475
Unit Rate
520 2100 257 475 325
393.96 20.52 29.69
Rate
416.00 105.00 102.80 950.00 650.00 32.50
444.17 62.18 506.35 50.64 51.00 167.28 167.00
Amount
Page 76 414 Allow for water Overheads Per sqr Say per sqr Per m2 Say m2 29/146
25.00
520 2100 475 347 325 75
1,170.00 231.00 593.75 347.00 812.50 75.00
520 2100 475 325
416.00 105.00 831.25 650.00 32.50 25.00
2,281.30 319.38 2,600.68 2,601.00 279.98 280.00
D.P.C. 3/4" thick in cement, sand 1:2 finished smooth with 2 coats of hot tar.
2.25 11 1 1/4 1 2 1/2
Cwts Cu.ft Day Gal Day
46 200 214 32 257 412
29a/146
0.8 0.05 1.75 2
Cwt 46 Cube 200 Day 214 Day 257 414
No 29b/146
25
Qty
Unit Code
0.90 5.0 0.75 1.50
Cwt C.ft Day Day
46 200 214 257
Per Sqrs. Cement Sand Mason bitumen Labourer Allow for fire wood and water Over heads Per square Say per sqrs. Per m2 Say per m2
3/8" thick cement and sand plastering to column and beam and soffit Per sqr Cement Sand Mason Labourer Allow for scaffolding Allow for water Overheads Per sqr Say per sqr per m2 Say per m2 Description 1/2" thick cement plastering 1:4 mix Per Sqr Cement Sand Mason Labourer Overheads Per sqr Say per sqr per m2
25
Unit Rate
520 2100 475 325
Analysis 1st half - Mullaitivu
Rate
468.00 105.00 356.25 487.50
3,229.25 452.10 3,681.35 3,681.00 396.23 396.00
2,059.75 288.37 2,348.12 2,348.00 252.76 253.00 Amount
1,416.75 198.35 1,615.10 1,615.00 173.85
Page 77 Say per m2 29c/146
174.00
5/8" thick cement plastering 1:4 mix Per Sqr 0.93 0.07 0.75 1.50
Cwt 46 Cement Cube 200 Sand Day 214 Mason Day 257 Labourer Overheads Per sqr Say per sqr Per m2 Say per m2
29d/146
520 2100 475 325
483.60 147.00 356.25 487.50
520 475 325 2100
20.80 29.69 40.63 21.00
520 2100 475 325
556.40 105.00 356.25 487.50 514.80
1,474.35 206.41 1,680.76 1,681.00 180.92 181.00
Cracks in wall Plastered in cement 1:3 after chipping 2" to 4" wide
0.04 0.5 1.0 1.0
Cwt Hrs Hrs Cft
46 214 257 200
29e/146
Per 10 Lft Cement Mason Labourer Allow for sand Overheads Per 10 Lft Per Lft Say per Lft Per Lm Say per Lm
112.11 15.70 127.81 12.78 13.00 41.92 42.00
Plinth plastering 1/2" thick 1:3 cement and sand with red cement floating per Sqr 1.07 5 0.75 1.5
Cwt C.ft Day Day
46 200 214 257
Cement Sand Mason Labourer Red cement floating as item 22 Overheads Per sqr Say Rs Per m2 Say Rs
2,019.95 282.79 2,302.74 2,303.00 247.87 248.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU ROOFER. No 5/49
Qty
Unit
Description Corrugated asbestos sheet roofing on special upper cl. Timber / kempus purlines supplied and fixed complete including treating timber with wood preservative two coats (ridging measured seperately). Per 3.60 Sqrs.
Analysis 1st half - Mullaitivu
Unit Rate
Rate
Amount
Page 78 420 S.ft 13 1/4 Cu.ft 72 Nos 1 1/4 Day 1 1/4 Day 3 2 2 1/2 3/4
Hour Days Days Gal Day
15 246 198 214 257 415 257 214 257 268a 257
7/50
No 18/53
420 72 6 2 2 0.5 0.75
Sq.ft 15 Nos. 198 Hour 257 Days 214 Days 257 gal 268a Days 257
Qty
Unit
9 No 194 2 Cu.ft 200 1/3 Bushel 126 1/3 Cwt. 46 1/4 Day 214 1/4 Day 257
Asbestos sheet Timber in purlins Roofing screws and washers Carpenter(Fixing Purlins) Labourer Allow for spikes for purlins Labourer(2) (hosting sheet) Carpenter (fixing sheet) Labourer Wood preservative Labourer Over heads Per 3.6 Sqrs. Per Sqrs. Say per sqrs. Per m2 Say per m2 Corrugated asbestos sheet fixed to roof or wall on existing frame work with necessary coach screws and limpet washers, or hook bolts.& with 2 coats wood Preservative to existing frame work Per 3.60 Sqrs. Asbestoes sheets. Drive screws 4 1/2"&washers Labourers. Carpenter Labourers. Wood preservative Labourers. Overheads Per 3.6 Sqrs. Per Sqrs. Say per sqrs. Per m2 Say per m2
Description Ridging, calicut pattern bedded in Cement and lime mortar 1:1:4, Coloured to match tiles. Per 12.0 L.ft. Ridge tiles Sand Lime Cement Mason Labourer Allow for colouring powder
Analysis 1st half - Mullaitivu
29 12,180.00 1250 16,562.50 6 432.00 475 593.75 325 406.25 100 100.00 325 243.75 475 950.00 325 650.00 315 157.50 325 243.75
29 12,180.00 6 432.00 325 243.75 475 950.00 325 650.00 315 157.50 325 243.75
Unit Rate
35 2100 257 520 475 325 10
Rate
315.00 42.00 85.67 173.33 118.75 81.25 10.00
32,519.50 4,552.73 37,072.23 10,297.84 10,298.00 1,108.50 1,109.00
14,857.00 2,079.98 16,936.98 4,704.72 4,705.00 506.46 506.00
Amount
826.00
Page 79 Over Heads Per 12 L.ft. Per L.ft Say per L.ft. Per L.m. Say per L.m 19/53
Ridging, Calicut Pattern bedded in cement and lime mortar 1:1:4 coloured to match tiles (tiles available at site) Per 12.0 L.ft. As in item 18 Less tiles Over heads Per 12 L.ft. Per L.ft. Say per L.ft. Per L.m. Say per L.m.
21/54
826.00
826.00 315.00
511.00 71.54 582.54 48.55 49.00 160.72 161.00
Ridging with asbestos cement close fitting ridges fixed complete with roofing screws or hook bolts. Per 13'-4" L.FT Asbestos ridging Roofing screws 4 1/2" Carpenter Labourers Over heads Per 13' 4" L.ft Per L..ft. Say per L.ft Per L.m. Say per L.m. Tiles, calicut pattern, flat supplied and laid up to 5 tiles in single storey building Per 3 tiles.
4 16 2 2
pairs Nos Hour Hour
14 198 214 257
3 1/2
Nos Hour
70 Tiles. 257 Labourer Over heads Per 3 tiles Per tiles Say per tiles
Qty
Unit
26/55
No 27/56
115.64 941.64 78.47 78.00 255.84 256.00
Description Tiles, calicut pattern flat supplied and laid (above 5 and up to 25) in single storey Building.
363 6 475 325
1,452.00 96.00 118.75 81.25
18 325
54.00 20.31
Unit Rate
Rate
1,748.00 244.72 1,992.72 149.49 149.00 488.72 489.00
74.31 10.40 84.72 28.24 28.00 Amount
Per 15.0 tiles. 15 1
Nos Hour
70 Tiles. 257 Labourer Over Heads Per 15 tiles Per tiles
18 325
Analysis 1st half - Mullaitivu
270.00 40.63
310.63 43.49 354.11 23.61
Page 80 Say per tile 30/56
24.00
Tiles calicut pattern supplied and laid in any Building. Per Sqrs. 125 1/4
Nos. Day
31/56
1/4
Day
43/59
1
Day
44/59
320 3/8
Nos. Day
70 Tiles. 257 Labourers (02) Over heads Per Square Say per sqrs. Say per m2 Tiles, calicut pattern, laid in any Buildings(tiles available at site). Per Sqrs. 257 Labourer (02) Overheads Per Sqrs. Say per sqrs. Per m2 Say per m2 Shifting and re-laying calicut pattern tiles. Per Sqrs. 257 Labourer Over heads Per Sqrs. Say per Sqrs. Per m2 Say per m2 Supplying and laying half round tiles on the existing asbestos roof. Per Sqrs. 91 Half round tiles. 257 Labourers (02) Overheads Per Sqrs. Say per sqrs. Per m2 Say per m2
18 325
2,250.00 162.50
325
162.50
162.50 22.75 185.25 185.00 19.91 20.00
325
325.00
325.00 45.50 370.50 370.00 39.83 40.00
6.5 325
2,080.00 243.75
2,412.50 337.75 2,750.25 2,750.00 296.00
2,323.75 325.33 2,649.08 2,649.00 285.15 285.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU CARPENTER AND JOINER. No 8/63
Qty
Unit
Description
Unit Rate
Boards, Barge, Valance, Fascia, 3/4" to 1" thick in class.I Local timber fixed complete with necessary Brass screws new or renewed above 1 C.ft.( 9" width) with 1 coat primer & 2 coat of enamel painting
Analysis 1st half - Mullaitivu
Rate
Amount
Page 81
82.5 4 2 1/2 1 1/2
Per 100.0 L.ft. Sq.ft 35 3/4" planks Doz 207b Brass screws 2" Scaffolding Day 214 Carpenter Day 257 Labourer sqrs painting as per item 25/168 Overheads Per 100 L.ft. Per L.ft. Say Rs. Per Lm Say Rs.
12/64
1/2 1/2 1/2 4 1.5
day 214 day 214 day 257 Doz 207b sqrs
3/61A
No 14/65
Boardes, Barge, Valance, Facia, available fixed including cutting and minor repairs.with 2 coats enamel painting per 100 l.ft (9"x1") Carpenter Carpenter Labourer Screws, 2" brass painting as per item 24/168 Over heads Per 75 Sq.ft or 100 l.ft Per Sq.ft. Say Rs. Per m2 Say per m2
50 69.00 475 325 1,854.25
4,125.00 276.00 8.13 950.00 162.50 2,781.38
475 475 325 69 1,241.28
237.50 237.50 162.50 276.00 1,861.91
3.25 52.5 475 325
341.25 210.00 237.50 162.50
8,303.00 1,162.42 9,465.42 94.65 95.00 310.47 310.00
2,775.41 388.56 3,163.97 42.19 42.00 451.92 452.00
Beadings, Class I local timber 1 1/2" to 2"x1/2" plain chamfered, fixed with brass screws
105 4 0.5 0.5
L.ft Doz Day Day
Qty
Unit
354 40a 214 257
Per 100 L.ft Fillets Screws 1 1/2" brass Carpenter Labourer Overheads Per 100 L.ft Per L.ft Say per L.ft Per Lm Say per Lm
Description Unit Rate 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 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
Analysis 1st half - Mullaitivu
Rate
951.25 133.18 1,084.43 10.84 11.00 35.57 36.00 Amount
Page 82
4.2 3.8 1 1 1/2 1 1/2
Cu.ft Cu.ft Lb. Day Day
246 245 150 214 257
2 2
Hour Hour
214 257 413
1/3 1/2
Gallon 268a Day 257
210 1/4 1 1 1/2
Sq.ft Lb. Day Day
13 153 214 257
125 6 3/4 3/4
L.ft Doz Day Day
25 40a 214 257
60 1/4 1/4
L.ft 147a Day 214 Day 257
0.25 bushel 216 1 Day 214 1 Day 257 1/4 Gall. 65 1 3/4 Day 214 413
No 14a/65
Qty
Unit
bearers 'Per 1.95 Sqrs (15'-0"x13'-0"). Timber.(4"x2") Timber.(2"x2") 2" nails Carpenter Labourer Fixing joists in wall and making good holes Mason Labourer Allow for cement and sand. Treating Timber with tarnap. Wood preservative. Labourer Cutting and nailing sheets. Asbestos sheets G.I. nails 3/4" Carpenter Labourer Fixing beading Beading Screws 1 1/2" Brass Carpenter Labourer Fixing cove mouldings Mouldings. Carpenter Labourer to assist White Washing Lime Painter Labourer Paint(Primer under coat and oil paint) Painter Allow for scaffolding Allow for brushes. Over heads Per 1.95 Sqrs Per Sqrs Say Rs. Say m2
1250.00 1250.00 34.00 475.00 325.00
5,250.00 4,750.00 34.00 712.50 487.50
475.00 325.00 50.00
118.75 81.25 50.00
315.00 325.00
105.00 162.50
18.00 34.00 475.00 325.00
3,780.00 8.50 475.00 487.50
4.00 52.50 475.00 325.00
500.00 315.00 356.25 243.75
4.50 475.00 325.00
270.00 118.75 81.25
270.00 475.00 325.00 1785.00 475.00 93.44 50.00
67.50 475.00 325.00 446.25 831.25 93.44 50.00
Description Unit Rate 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 timber and 2 coats emulsion paint to abestos sheet 65'-0"x3'-0" = 195 sq.ft
Analysis 1st half - Mullaitivu
Rate
20,675.94 2,894.63 23,570.57 12,087.47 12,087.00 1,299.68
Amount
Page 83
6.50 72 1 2 2
Cu.ft L.ft Lb. Day Day
245 193 150 214 257
2 2
Hour Hour
214 257 413
1/3 1/2
Gallon 268a Day 257
210 1/4 1 1 1/2
Sq.ft Lb. Day Day
13 153 214 257
300 6 300 2 2
L.ft Doz L.ft Day Day
397 40a 408 214 257
0.67 Gallon 64 2 Day 214
No 14b/65
Qty
Unit
Per 1.95 Sqrs Timber.2"x2" 2"x1"reppers 2" nails Carpenter Labourer Fixing joists in wall and making good holes Mason Labourer Allow for cement and sand. Treating Timber with tarnap. Wood preservative. Labourer Cutting and nailing sheets. Asbestos sheets G.I. nails 3/4" Carpenter Labourer Fixing Aluminium rubber beading Beading Aluminium Screws 3/4" Rubber Beading Carpenter Labourer Emulsion Painting Emulsion Paint Painter Allow for scaffolding Allow for brushes. Over heads Per 1.95 Sqrs Per Sqrs Say Rs. Per m2 Say m2
1250.00 8.00 34.00 475.00 325.00
8,125.00 576.00 34.00 950.00 650.00
475.00 325.00 50.00
118.75 81.25 50.00
315.00 325.00
105.00 162.50
18.00 34.00 475.00 325.00
3,780.00 8.50 475.00 487.50
12.80 52.50 3.00 475.00 325.00
3,840.00 315.00 900.00 950.00 650.00
1415.00 475.00 101.56 50.00
948.05 950.00 101.56 50.00
Description Unit Rate 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 Rate to include 2 coats tarnap to timber and 2 coats emulsion paint to abestos sheet
Analysis 1st half - Mullaitivu
Rate
24,308.11 3,403.14 27,711.25 14,210.90 14,211.00 1,529.71 1,530.00
Amount
Page 84
4.2 3.8 1 60.0 2 2
Cu.ft Cu.ft Lb. L.ft Day Day
246 245 150 193 214 257
2 2
Hour Hour
214 257 413
1/3 1/2
Gallon 268a Day 257
210 1/4 1 1 1/2
Sq.ft Lb. Day Day
13 153 214 257
260 6 260 2 2
L.ft Doz L.ft Day Day
397 40a 408 214 257
0.67 2
gal Day
64 214 415
No 14c/65
Qty
Unit
6 1/2
Cu.ft
1/4
Day
Per 1.95 Sqrs Timber. 4"x2" Timber. 2"x2" 2" nails reepes Carpenter Labourer Fixing joists in wall and making good holes Mason Labourer Allow for cement and sand. Treating Timber with tarnap. Wood preservative. Labourer Cutting and nailing sheets. Asbestos sheets G.I. nails 3/4" Carpenter Labourer Fixing Aluminium beading Beading Aluminium Screws 3/4" Rubber Beading Carpenter Labourer Emulsion Painting Emulsion Paint Painter Allow for scaffolding Allow for brushes. Over heads Per 1.95 Sqrs Per Sqrs Say Rs. Say m2
Description As per Item No.14 with only 2"x2"beares in eaves ceiling. -do- -do65'-0"x3'-0" = 195 sq.ft Per 1.95 Sqrs. As per Item No.14 Less for Timber 245 Timber 2"x2" Less for Timber work 214 Carpenter
Analysis 1st half - Mullaitivu
1250.00 1250.00 34.00 8.00 475.00 325.00
5,250.00 4,750.00 34.00 480.00 950.00 650.00
475.00 325.00 50.00
118.75 81.25 50.00
315.00 325.00
105.00 162.50
18.00 34.00 475.00 325.00
3,780.00 8.50 475.00 487.50
12.80 52.50 3.00 475.00 325.00
3,328.00 315.00 780.00 950.00 650.00
1415 475.00 101.56 100.00
948.05 950.00 101.56 100.00
Unit Rate
Rate
20,675.94 10,000.00 10,675.94 1250 8,125.00 475
118.75
25,505.11 3,570.72 29,075.83 14,910.68 14,911.00 1,603.00
Amount
18,800.94
Page 85 1/4
Day
257 Labour
325
81.25
475 270 1785 50 325 475 16.25 50
59.38 67.50 223.13 50.00 325.00 950.00 16.25 50.00
325
81.25
Over heads Rate per Sqrs Per 1.95 Sqrs. Per Sqre Say Per Sqr say per M2 14d/65
1/8 Day 214 0.25 Bushel 216 1/8 Gall. 65 413 1 Day 257 2 day 214 413
14e/65
No 26/68A
White washing to ceiling 2 coats and 2 coats of oil paint to beading and moulding. Per 1.95 Sqrs Painter preparing surfaces Lime Oil paint Allow for sand paper Labourer Painter Allow for scafolding Allow for brush Over Heads Per 1.95 Sqrs Per Sqrs Say Rs. Per M2
Ceiling, upper side cleaned and debris cleared away. 257 Labourer Over heads Per Square Say Rs. Per m2
1/4
Day
Qty
Unit
55 20 1 1/2 3/4 1 1/2
L.ft 147a nos 184 Hour 214 Day 257 Doz 207b
Description Cove mouldings Cl.I 2 1/2"x1 1/2" fixed with brass screws and plugs new or renewed. Per 50 L.ft Cove mouldings Wood plugs Mason Labourer Screws 2" Over heads
Analysis 1st half - Mullaitivu
Unit Rate
4.5 2 475 325 69
Rate
247.50 40.00 89.06 243.75 103.50
200.00 18,600.94 2,604.13 21,205.07 21,205.00 10,874.36 10,874.00 1,171.00
1,741.25 243.78 1,985.03 1,017.96 1,018.00 109.46
81.25 11.38 92.63 92.00 10.00
Amount
723.81 101.33
Page 86 Per 50 L.ft Per L.ft Say Rs Say per L.m
28/69
No 30/70
825.15 16.50 16.00 54.00
Doors or Windows, ledged, braced and battened with grooved and tongured joint,3 3/4" x 2 3/4" frames in spl.upper class timber/kempus & 3/4" to 7/8" thick sashes in class1 timber with brass fittings. Per 2-6x6-6 = 16.25 Sft 1.5 21 3 2 4
Cu.ft S.ft Doz Nos Nos
3 1.25
Day Day
3 2 2 0.5
no no doz doz
Qty
246 182 40a 220 199 414 214 257 119 23 40a 40d 414
Unit
Timber for frames spl. Upper class 1" Planks (Ginnisappu) Brass screw 1 1/2" Spur. Stones Rawl plugs and 2" screws Allow for Dowels Carpenter Labourer Fittings T- hinges 10" 6" Barrel bolt 1 1/2" screws 1" screws Allow sand paper 14% Over heads Per 16.25 Sq.ft Per Sq.ft Say per S.ft Per m2 Say per m2
1250 50 52.5 22.5 15 25 475 325
1,875.00 1,050.00 157.50 45.00 60.00 25.00 1,425.00 406.25
58 120 52.5 45 25
174.00 240.00 105.00 22.50 25.00
Description - do - do Sash only, in class 1 timber fixed with brass furniture.
Unit Rate
Rate
Per 14.4 Sft 21 3 1/2 2 1/4
Sq.ft Doz Doz Day
182 40a 40d 214
1" Planks(Ginnisappu) Screws 1 1/2" Screws 1" Carpenter
Analysis 1st half - Mullaitivu
50 52.5 45 475
1,050.00 157.50 22.50 1,068.75
5,610.25 785.44 6,395.69 393.58 394.00 4,234.30 4,234.00
Amount
Page 87 1
Day
3 2 2 0.5
Nos Nos Doz Doz
257 414 119 23 40a 40d
32/70
1.5 Cu.ft 246 8 S.ft 181 13 1/4 S.ft 182b 2 Doz 207a 1/2 Doz 40d 414 2.5 Day 214 1.25 Day 257 2 Nos 220 4 Nos 199 1.5 pair 22 1 Nos 196 0.75 Day 214 0.375 Day 257 414
No 32a/70
Qty
8 13.25 2 0.5 2.5
Unit
Labourer Allow for sand paper etc T-hinges-10" 6" Barrel bolt 11/2" screws 1" screws Over heads Per 14.4 S.ft Per S.ft Say Rs Say per m2
Doors or Windows, framed and battened, sash 1" to 1 1/8" thick in Special upper Class timber/kempus fixed complete with brass furniture. Per 16.25 sq.ft Timber 1 1/4" Planks 3/4" Planks 1 1/4" brass screws 1" Screws Allow dowels Carpenter Labourer Spur stone Rawl plugs 4"Brass hinges 6" rim lock Carpenter (frame) Labourer Allow for sand paper etc. Over heads Per 16.25 S.ft Per S.ft Say Rs Say per m2
325 25 58 120 52.5 45
325.00 25.00 174.00 240.00 105.00 22.50
1250 135 105 45 45 25 475 325 22.5 15 79 446 475 325 25
1,875.00 1,080.00 1,391.25 90.00 22.50 25.00 1,187.50 406.25 45.00 60.00 118.50 446.00 356.25 121.88 25.00
Description Unit Rate Battened sash only 1" to 11/8" thick in sp. upper class timber/kempus fixed completed with brass fittings
Per 14.4 sq.ft sq.ft 181 11/4" planks sq.ft 182b 3/4" planks Doz 207a 11/4" brass screw Doz 40d 1" brass screw Day 214 Carpenters
Analysis 1st half - Mullaitivu
135 105 45 45 475
Rate
1,080.00 1,391.25 90.00 22.50 1,187.50
3,190.25 446.64 3,636.89 252.56 252.00 2,717.00
7,250.13 1,015.02 8,265.14 508.62 509.00 5,472.00
Amount
Page 88 1.25 1.5 1
Day Pair No
257 22 196 414
42/74
Labourers 4" brass hinges 6" Rim Lock Allow for sand paper Over head Per 14.4 sq.ft per 1sq.ft say per sq.ft per m2 Say per m2
325 79 446 25
406.25 118.50 446.00 25.00
1250 135 105 19 3.25 50 22.5 15 50 475 325 475 325
2,125.00 2,430.00 735.00 266.00 146.25 500.00 45.00 60.00 50.00 356.25 121.88 2,850.00 568.75
136 136 120 525 52.5 45 25
408.00 136.00 120.00 525.00 210.00 90.00 25.00
Doors or windows,glazed & or pannelled with 3 3/4"x2 3/4" frames & 1 1/8" to 1 1/4"sashes in special upper class local timber/kempus fixed
1.7 18 7 14 45 10 2 4
C.ft S.ft S.ft L.ft L.ft S.ft Nos Nos
3/4 3/8 6 1.75
Day Day Day Day
3 1 1 1 4 2
pairs Nos Nos Nos Doz Doz
246 181 182b 205 354 81 220 199 413 214 257 214 257 94 117 23 142 40a 40d 414
Per 28 S.ft (4'-0"x7'-0") Timber in frames 1 1/4"-1 1/2" Planks 3/4" Planks 1 1/2"x1 1/2" Sash bars Fillets Glass panes Spur. Stones Rawl plugs and screws Allow for Dowels Carpenter (frame) Labourer Carpenter (sash) Labourer Fittings 4"x3" brass hinges 10" Skilton bolt 6" barrel bolt concord 11/2" Brass screws 1" Brass screws Allow for sand paper Over heads Per 28 S.ft Per S.ft Say Rs Say per m2
No 44/75
4,767.00 667.38 5,434.38 377.39 377.00 4,060.69 4,061.00
Qty
Unit
Description Unit Rate Doors or Windows, glazed or pannelled sash only 1 1/8" to 1 1/4" thick in Special upper class timber/kempus with brass furniture. Per 24.7 Sq.ft (3'-7 1/2"x6'-9 3/4") Timber and glass panes as in Item 42 Labourer as in Item 42 Fitting as in item 42 Over heads Per 24.7 Sq.ft
Analysis 1st half - Mullaitivu
Rate
4,077.25 3,418.75 1,514.00
10,254.13
1,514.00 11,768.13 1,647.54 13,415.66 479.13 479.00 5,155.00
Amount
9,010.00 1,261.40 10,271.40
Page 89 Per Sq.ft Say Rs Say per m2
44a/75
1.65 11 6 7 1/2
No 52/78
2 3/4 3/4 3.187
Cu.ft 246 S.ft 181 S.ft 182b S.ft 409 415 Nos 220 day 214 day 257 day 214
1.500 1.000 2.000 0.500
pair Nos Doz Doz
1
day
Qty
Unit
1.65 14 11 2 4
C.ft S.ft S.ft No No
95 142 40A 40D 414 257
246 181 182b 220 199 415
415.85 416.00 4,474.00
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/kempus, fixed complete with brass furniture. Per 21 S.ft Timber in frame 1250 1 1/4" Planks 135 3/4" Planks 105 Weldmesh 10 Allow for Dowels 100 Spur stones 22.5 Carpenter 475 Labour 325 Carpenter 475 FITTING 4" Brass hinges 205 Mortice lock 525 1 1/2" Brass screws 52.5 1" Brass screws 45 Allow for sand paper 25 Labour 325 Over heads Per 21 S.ft Per S.ft Say Rs Say per m2
Description Unit Rate Doors pannelled with 3 3/4"x2 3/4" frames and 1 - 1 1/8"sashes in Special upper Class timber fixed/kempus.with brass fittings Per 21.0sq.ft Timber 1250 1 1/8" Planks 135 3/4" Planks 105 Spur Stones 22.5 Rawl plugs and screws 15 Allow for Dowels 100
Analysis 1st half - Mullaitivu
2,062.50 1,485.00 630.00 75.00 100.00 45.00 356.25 243.75 1,513.83 307.50 525.00 105.00 22.50 25.00 325.00
Rate
2,062.50 1,890.00 1,155.00 45.00 60.00 100.00
7,821.33 1,094.99 8,916.31 424.59 425.00 4,568.00
Amount
Page 90 3/4 3/8 4 1 1/4
Day Day Day Day
214 257 214 257
1 1/2 1 2 0.5
pair No Doz Doz
94 142 40a 40d 414
53/78
475 325 475 325
356.25 121.88 1,900.00 406.25
136 525 52.5 45 25
204.00 525.00 105.00 22.50 25.00
475 325
89.06 60.94
475
59.38
1250 475
562.50 237.50
8,978.38 1,256.97 10,235.35 487.40 487.00 5,244.00
Door or Window, removing easing and re-fixing. 1 1/2 1 1/2
Hour Hour
214 Carpenter 257 Labourer Over heads Per sash Say Rs
54/78
150.00 21.00 171.00 171.00
Door or Window, easing only. 1
Hour
214 Carpenter Over heads Per sash Say Rs
55/79
No 100/92
Carpenter Labourer Carpenter Labourer fitting 4"x3" Brass hinges Mortice lock concord 1 1/2" Brass screws 1" - Do Allow for sand paper Over heads Per 21 S.ft Per S.ft Say Rs Say per m2
59.38 8.31 67.69 67.00
Door or Window frames renewed in short lengths with special upper Class timber/kempus. Assume 3'-0" Length of frame renewed 0.45 1/2
Cu.ft Day
Qty
Unit
55 1 1 1/8
L.ft Hour Hour Lbs
246 Timber 4" x 3" 214 Carpenter Over heads Per 3 l.ft Per l.ft Say Rs Say per L.m
193 214 257 150
Description Unit Rate 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 for seperately). Per 50 l.ft Reepers 8 Carpenter 475 Labourer 325 Nails 2" 34 Over heads
Analysis 1st half - Mullaitivu
Rate
440.00 59.38 40.63 4.25
800.00 112.00 912.00 304.00 304.00 997.12 Amount
544.25 76.20
Page 91 Per 50 L.ft Per L.ft Say Rs Say per L.m 101/92
100 1 1/2 1 1/2 1/4
107/94
L.ft Hour Hour Lbs
193 214 257 150
- do over 100 L.ft. Per 100 L.ft Reepers Carpenter Labourer Nails 2" Over heads Per 100 L.ft Per L.ft Say Rs Say per L.m
620.45 12.41 12.00 41.00 - do -
8 475 325 34
800.00 89.06 60.94 8.50
958.50 134.19 1,092.69 10.93 11.00 36.00
Roof with calicut pattern tiles on spl upper class/Kempus frame work complete with ridges, hips etc. Per 6 sqrs 34 660 750 52 8 2 2 1/2 3 8 10 4 3 3 1 1/2 1 1/2
No 107a/94
Qty
27 660 750 35 7 2 2 1/4 1
Cu.ft 246 Timber L.ft 193 Reepers sp . Upper class No 70 Tiles No 194 Ridge tiles Lbs 267a 6" wire nails Lbs 267a 2" wire nails Gal 268a Wood preservative Cwt 46 Cement Cu.ft 200 Sand 413 Allow for colouring powder etc Day 214 Carpenter Day 257 Labourer Day 257 Labourer Day 257 Labourer Day 214 Mason Day 257 Labourer Over heads Per 6 Sqrs Per square Say per sqr Per m2 Say per m2 Unit Description gable end roof - do - do - do -. Cu.ft 246 Timber L.ft 193 2"x1" Reeper sp .upper class Nos 70 Tile Nos 194 Ridge tiles Lbs 267a 6" Wire nails Lbs 150 2" Nails Gal 268a Wood preservative Cwt 46 Cement
Analysis 1st half - Mullaitivu
1250 42,500.00 8 5,280.00 18 13,500.00 35 1,820.00 36.5 292.00 36.5 73.00 315 787.50 520 1,560.00 2100 168.00 50 50.00 475 4,750.00 325 1,300.00 325 975.00 325 975.00 475 712.50 325 487.50
Unit Rate
Rate
1250 33,750.00 8 5,280.00 18 13,500.00 35 1,225.00 36.5 255.50 34 68.00 315 708.75 520 520.00
75,230.50 10,532.27 85,762.77 14,293.80 14,294.00 1,538.62 1,539.00 Amount
Page 92 0.06
9 3 3/4 2 3/4 3 1 1
Cube 197 Sand 413 Allow for colouring powder etcs Labour frame work Day 214 Carpenter Day 257 Labourer Treating work Day 257 Labourer Laying Day 257 Labourer Ridging Day 214 Mason Day 257 Labourer Over heads Per 6 Sqrs Per sqrs Say Rs Say per m2
117/97
3 1
Hour Hour
121/98 5/6
No
Cu.ft
Qty
Unit
2 310 20 1
Cu.ft L.ft L.ft Lb
4
Day
Timber available, sorted out, cut to required sizes and fixed in roof and other carpentry work. Per 5/6 Cu.ft 214 Carpenter 257 Labourer 415 Allow for nails, spikes etc Over heads Per 5/6 Cu.ft Per Cu.ft Say Rs Say per m3 Timber special upper Class fixed or renewed in roof and other carpentry work. 246 Timber Labourer as in Item 117 Over heads Per 5/6 Cu.ft Per Cu.ft Say Rs Say per m3
135/101
246 205 26 150 414 214
Description Trellis partition with 1/2"x1/2" laths fixed 2" apart diagonally or horizontally and vertically on 4"x2" Milla timber framing. Per 24 S.ft (6'-0"x4'-0") 4"x2" Timber 1/2"x1/2" Laths 2"x1/2" Beading 1" Nails Allow for 2" nails Carpenter
Analysis 1st half - Mullaitivu
2100 50
126.00 50.00
475 325
4,275.00 1,218.75
325
893.75
325
975.00
475 325
475.00 325.00
475 325 100
178.13 40.63 100.00
1250 318.75
1,041.67 318.75
Unit Rate
1250 19 4 34 25 475
Rate
2,500.00 5,890.00 80.00 34.00 25.00 1,900.00
63,645.75 8,910.41 72,556.16 12,092.69 12,093.00 1,302.00
318.75 44.63 363.38 436.05 436.00 15,387.00
1,360.42 190.46 1,550.88 1,861.05 1,861.00 65,672.00
Amount
Page 93 1/2
Day
257 Labourer 414 Allow for 4 plugs fixed to walls Over heads Per 24 S.ft Per S.ft Say Rs Say per m2
325 25
162.50 25.00
10,616.50 1,486.31 12,102.81 504.28 504.00 5,425.00
Door frame 4"x3" in spl upper class timber/kempus supplied and fixed in position
138/102
per'16.25 Sft 1.7 1 1 1/2 1/8
Cu.ft Day Day day Day
2 4
Nos Nos
246 214 257 214 214 412 220 98
118/97
No 140/103
Timber Carpenter Labourer Mason Labourer Allow for cement sand Spur stones Rawl plug Over heads Per 16.25 S.ft Per s.ft Say per sft Per m2 Say per m2
1250 475 325 475 475 75 22.5 17.5
2,125.00 475.00 325.00 237.50 59.38 75.00 45.00 70.00
1,250.00 475.00 325
625.00 237.50 81.25
3,411.88 477.66 3,889.54 239.36 239.00 2,575.09 2,575.00
Timber fixed or renewed in post and frames special upper class/kempus Per 1/2 Cu.ft 0.5 0.5 0.25
c.ft Day Day
Qty
Unit
1.6 2 4
Cu.ft Nos Nos
1
Day
246 Timber 214 Carpenter 257 Labourer Overheads per 1/2 c.ft per c.ft Say per c.ft Per m3 Say per m3
246 220 98 414 214
Description Unit Rate Door 1 1/4" thick plywood ordinary sash single (ordinary finish) hung on 4"x3" frame in Special upper class timber/kempus and complete with brass furnishers & lock Per 22.75 sq.ft (3'-3"x7'-0") Timber 1250 Spur stone 22.5 Rawl plugs 17.5 Allow for dowels 25 Carpenter 475
Analysis 1st half - Mullaitivu
Rate
2,000.00 45.00 70.00 25.00 475.00
943.75 132.13 1,075.88 2,151.75 2,152.00 75,929.99 75,930.00
Amount
Page 94 1 1/8 1/8
Day Day Day
1 1/2 Pairs 1 Nos 1 Nos 1 Nos 1 Doz 2 Doz 1 Doz
No 140a/103
1 0.5 0.5
No Day Day
Qty
Unit
1.6 2 4
Cu.ft No No
1 1 0.13
Day Day Day
257 Labourer 214 Mason 257 Labourer fittings 94 4"x3" Brass hinges 117 10" skelton bolt 23 6" Barrel bolt 142 Mortice lock 40a 11/2" Brass screw 40d 1" - Do 40c 3/4" -Do 413 Allow for cement Door sash plywood (ordinary finish) 188 plywood door ( 6'-9" x 2'-9") 214 Carpenter 257 Labourer Over heads Per 22.75 Sq.ft Per s.ft Say per s.ft per m2 Say per m2
246 220 98 414 214 257 214
Description As per Item No 140 but with marine type 2'-8"x 7'-0" Per 18.62sq.ft Timber Spur Stone Rawl plug Allow for Dowels Carpenter Labour Mason
Analysis 1st half - Mullaitivu
325 475 325
325.00 59.38 40.63
136 136 120 525 52.5 45 31.5 50
204.00 136.00 120.00 525.00 52.50 90.00 31.50 50.00
1765 475 325
1,765.00 237.50 162.50
Unit Rate
1,250.00 22.50 17.50 25.00 475.00 325.00 475.00
Rate
2,000.00 45.00 70.00 25.00 475.00 325.00 61.75
6,414.00 897.96 7,311.96 321.40 321.00 3,457.80 3,458.00
Amount
Page 95 0.13
Day
1 0.5 0.5 1.5 2 2 1 2 1
no Day Day pair Nos Nos Doz Doz Doz
142/104
1 1/2 Pairs 1 Nos 1 Nos 1 Nos 1 Doz 2 Doz 1 Doz
No 143/104
1 0.5 0.5
No Day Day
Qty
Unit
1 0.5 0.5 1.5 2
Nos Day Day pair Nos
257 Labour 325.00 Marine Door Sash 187 Ply wood Door 1,848.00 214 Carpenter 475.00 257 Labour 325.00 94 4" x 3" Brass hinges 136.00 23 6" barrel bolt 120.00 60 Draw rings 25.00 40a 11/2" Brass screw 52.50 40d 1" - do 45.00 40c 3/4" -do31.50 Over head Per18.62 Sq.ft Per Sq.ft Say Rs Say per m2 per m2 Supplying and fixing Plywood door 1 1/4" thick single (Ordinary finish) to the existing frame with brass fittings 2' 9" x 6' 9" = 18.56 S.ft 94 4"x3" Brass hinges 136.00 117 10" skelton bolt 136.00 23 6" Barrel bolt 120.00 142 Mortice lock 525.00 40a 11/2" Brass screw 52.50 40d 1" - Do 45.00 40c 3/4" -Do 31.50 413 Allow for cement 50 Door sash plywood (ordinary finish) 188 plywood door ( 6'-9" x 2'-9") 1765 214 Carpenter 475 257 Labourer 325 Over heads Per 18.56 S.ft Per S.ft Say Per S.ft Per m2 Say Per m2
Description Unit Rate -do- -do- plywood Marine type 1 1/4" thick single hung to existing frame with fitting
187 214 257 94 23
2' 3" x 6' 9" = 15.18S.ft Marine Door Sash Ply wood Door Carpenter Labour 4" x 3" Brass hinges 6" barrel bolt
Analysis 1st half - Mullaitivu
1848 475 325 136 120
42.25 1,848.00 237.50 162.50 204.00 240.00 50.00 52.50 90.00 31.50
5,960.00 834.40 6,794.40 364.90 365.00 3,927.40 3,927.00
204.00 136.00 120.00 525.00 52.50 90.00 31.50 50.00 1,765.00 237.50 162.50
Rate
1,848.00 237.50 162.50 204.00 240.00
3,374.00 472.36 3,846.36 207.24 207.00 2,229.56 2,230.00
Amount
Page 96 2 1 2 1
Nos Doz Doz Doz
60 40a 40d 40c
Draw rings 11/2" Brass screw 1" - do 3/4" -doOverheads Per 15.18 S.ft Per S.ft Say per S.ft Per m2 Say per m2
25 52.5 45 31.5
50.00 52.50 90.00 31.50
2,916.00 408.24 3,324.24 218.99 219.00 2,355.96 2,356.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU PAINTER & DECORATOR. No
Qty
Unit
1
Hour
13/165
Description Lettering 1" to 1 1/2" painted in sinhalese English or Tamil, including painting ground. Per 6 letters 206 Signboard painter
Analysis 1st half - Mullaitivu
Unit Rate
375
Rate
46.88
Amount
Page 97 416 Allow for painting background 2 coats 414 Allow for brushes paint etc Over heads Per 6 letters Per letter Say Rs 14/165
1
Hour
15/166
1
Hour
23/168
0.17 5
No
gal Hour
Lettering 2" to 3" - do - do - do -. Per 5 letters 206 Signboard painter 414 Allow for brushes, paint 416 Allow for painting backround 2 coats Over heads Per 5 letters Per letter Say Rs Lettering 4" to 5" - do - do - do -. Per 4 letters 206 Signboard painter 413 Allow for brushes, paint etc 416 Allow for painting backround 2 coats Over heads Per 4 letters Per letter Say Rs Painting, enamel paint including washing cleaning and smoothing down with sand paper, 1 coat. Per square 171 Oil paint 214 Painter cleaning down and painting 413 Allow for brushes sand paper washing soda Over heads Per square Say Rs Per m2 Say per m2
Qty
Unit Code
0.17 4
gal Hour
24/168
Description Painting enamel paint - do - do 2 coats. Per square 1st coat as in Item 23 171 Paint ( 2 nd coat ) 214 Painter 413 Allow for brushes etc Over heads Per square Say per Sqr
Analysis 1st half - Mullaitivu
150 25
150.00 25.00
375 25 150
46.88 25.00 150.00
375 50 150
46.88 50.00 150.00
1785 475 50
303.45 296.88 50.00
Unit Rate
650.33 1785 475 50
Rate
650.33 303.45 237.50 50.00
221.88 31.06 252.94 42.16 42.00
221.88 31.06 252.94 50.59 50.00
246.88 34.56 281.44 70.36 70.00
650.33 91.05 741.37 741.00 79.80 80.00
Amount
1,241.28 173.78 1,415.05 1,415.00
Page 98 Per m2 Say per m2 25/168
0.17 0.33 2
gal gal Day
190 65 214 413
25a/168
0.33 1.25
gal Day
27/169
0.17 5
No
gal Hour
65 214 413
Painting New wood 1 Coat primer & 2 Coats Enamel paint Per sqrs Primer Enamel paint Painter Allow Sand paper & brushes Over heads Per square Say per Sqr Per m2 Say per m2 Painting new wood work and 2 coats of enamel paint. Per square Gloss paint(enamel) Painter Allow for sand paper brushes etc Over heads Per square Say per sqr Per m2 Per m2
Painting Steel work, 1 coat, with Anticrosive paint including removing scale and wire brushing. Per square 12b Anticrosive paint 214 Painter pareparing surface and painting 413 Allow for brushes Over heads Per square Say per sqr per m2 Say per m2
Qty
Unit Code
0.17 4
gal Hour
28/169
152.32 152.00
Description Painting Steel work, 2 coats, with Red oxide including removing scale and wire brushing. Per square 1st coat as in Item 27 12b Paint 214 Painter 414 Allow for brushes etc Over heads Per square Say per sqr
Analysis 1st half - Mullaitivu
1560 1785 475 50
265.20 589.05 950.00 50.00
1785 475 50
589.05 593.75 50.00
1139 475 50
193.63 296.88 50.00
Unit Rate
540.51 1139 475 25
Rate
540.51 193.63 237.50 25.00
1,854.25 259.60 2,113.85 2,114.00 227.56 228.00
1,232.80 172.59 1,405.39 1,405.00 151.28 151.00
540.51 75.67 616.18 616.00 66.33 66.00
Amount
996.64 139.53 1,136.16 1,136.00
Page 99 Per m2 Say per m2
30/169
Painting walls with emulsion paint 1 coat (new coat). 0.17 3
gal Hour
30a/169
0.17 3
gal Hour
31/170
0.14 2 1/2
No 31a/170
122.30 122.00
gal Hour
64 Emulsion paint 214 Painter 413 Allow for brushes Over heads Per square Say per sqr per m2 Say per m2 Painting walls with weather shield 1 coat ( New work ) Per square 63 weather shield paint 214 Painter 413 Allow for brushes etc Overheads Per Sqr Say Per Sqr Per m2 Say Per m2 Painting walls with Emulsion paint, 2 coats (new work). Per square 1st coat as in Item 30 64 Emulsion paint 214 Painter 414 Allow for brushes etc Over heads Per square Say per sqr Per m2 Say per m2
Qty
Unit Code
0.14 2.5
gal Hrs
1415 475 50
240.55 178.13 50.00
1790 475 50
304.30 178.13 50.00
468.68 1415 475 25
468.68 198.10 148.44 25.00
Description Unit Rate Painting walls with 2 coats of weather shield paint ( New work ) Per square 1 st coat as in Iten 30a 63 2 nd coat w.s. paint 1790 214 Painter 475 413 Allow for brushes 50 Over heads Per square Say per sqr Per m2
Analysis 1st half - Mullaitivu
Rate
532.43 250.60 148.44 50.00
468.68 65.61 534.29 534.00 57.51 58.00
532.43 74.54 606.96 607.00 65.34 65.00
840.21 117.63 957.84 957.00 103.10 103.00
Amount
981.46 137.40 1,118.87 1,118.00 120.44
Page 100
32/170
1/2
Hour
32a/170
0.5
Hrs
33/170
33a/170
0.5
No 40/172
Hrs
Qty
Unit
0.25 2
gal Hour
Say per m2 Painting walls with Emulsion paint, 1 coat including preparing surface of old work. Per square As I Item 30 214 Painter 413 Allow for wire brushes sand paper etc Over heads Per square Say per sqr Per m2 Say per m2 Painting walls with weather shield paint 1 coat ( Old work ) Per square As I Item 30a 214 Painter for preparing surface 413 Allow for wire brushes Over heads Per square Say per sqr Per m2 Say per m2 - do - do 2 coats - do - do -. Per square As in Item 31 Preparing surface as in Item 32 Over heads Per square Say per sqr Per m2 Say per m2 Painting walls with weather shield paint 2 coat ( Old work ) Per square As in Item 31a 214 Painter for preparing surface 413 Allow for wire brushes Over heads Per square Say per sqr Per m2 Say per m2 Code Description Tarnap or other wood preservative, applied to wood work 1 coat (old work). Per square 268a Wood preservative 214 Painter 414 Allow for brushes etc Over heads Per square Say per sqr Per m2 Say per m2
Analysis 1st half - Mullaitivu
120.00
468.68 475 50
468.68 29.69 50.00
532.43 475 50
532.43 29.69 50.00
840.21 79.69
840.21 79.69
475 50
981.46 29.69 50.00
Unit Rate
315 475 25
Rate
78.75 118.75 25.00
548.36 76.77 625.13 625.00 67.29 67.00
612.11 85.70 697.81 698.00 75.11 75.00
919.90 128.79 1,048.69 1,049.00 112.88 113.00
1,061.15 148.56 1,209.71 1,210.00 130.22 130.00 Amount
222.50 31.15 253.65 253.00 27.30 27.00
Page 101
41/172 0.45 4
Tarnap or other wood preservative, applied to wood work 2 coats (new work). Per square gal 268a Wood preservative Hour 214 Painter 414 Allow for brushes Over heads Per square Say per sqr Per m2 Say per m2
141.75 237.50 25.00
325 475 50 1756
121.88 237.50 50.00 351.20
760.58 1756 475 25
760.58 298.52 237.50 25.00
404.25 56.60 460.85 460.00 49.61 50.00
Varnishing with best copal varnish after washing down and sand papering 1 coat. Per sqrs
44/173
3 4
Hour Hour
0.2
gal
45/173
0.17 4
No 49/174
315 475 25
Qty
gal Hour
257 214 413 260
Labourer Painter Allow for sandpaper, brushes etc Varnish Over heads Per square Say per sqr Per m2 Say per m2
- do - do Per square 1st coat as in Item 44 260 Varnish 214 Painter 414 Add for brushes etc Over heads Per square Say per sqr Per m2 Say per m2
Unit Code
1 Day 214 1 Day 257 3/4 Bushel 216 1/4 Lb 85 414 1/4 Lb 269
760.58 106.48 867.06 867.00 93.33 93.00
- do 2 coats.
Description White or colourwashing walls of single storey buildings 1 coat, including patching and preparing surface. Per 10 sqrs Painter Labourer Boiled lime Glue Allow for brushes Yellow Ochre Over heads
Analysis 1st half - Mullaitivu
Unit Rate
475 325 270 86 25 0
Rate
475.00 325.00 202.50 21.50 25.00 0.00
1,321.60 185.02 1,506.62 1,507.00 162.18 162.00
Amount
1,049.00 146.86
Page 102 Per 10 sqrs Per square Say per sqr Per m2 Say per m2
50/174 1 3/4 Day 214 1 3/4 Day 257 1 1/4 Bushel 216 1/2 Lb 85 413 1/2 Lb 269
1,195.86 119.59 120.00 12.87 12.90
- do 2 coats Per 10 squares Painter Labourer Lime Glue Allow for brushes etc Yellow Ochre Over heads Per 10 squares Per square Say Rs Per m2 Say per m2
- do - do -. 475 325 270 86 50 0
831.25 568.75 337.50 43.00 50.00 0.00
1,830.50 256.27 2,086.77 208.68 208.00 22.46 22.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU BRASS FOUNDER. No
Qty
Unit Code
1 1/2 1/3
Per No no 22 4" Brass barrel bolt Doz 207a 1" screws brass hr 214 Carpenter
4/127
Description Bolts barrel 4", brass oxidised heavy quality supplied and fixed with brass screws.
Analysis 1st half - Mullaitivu
Unit Rate
79 45 475
Rate
79.00 22.50 19.79
Amount
121.29
Page 103 Over heads Per No Say Rs 6/128
1
120.00 42.29
1 1/3 3/4
Casement fastner with mortice plate, brass oxidised heavy quality supplied and fixed with brass screws. Per No no 45 Casement fastner 90.00 Doz 207a 1" Screws 45 hr 214 Carpenter 475 Over heads Per No Say Rs
90.00 15.00 44.53
1 1/3 1/2
Casement stays 10", brass oxidised heavy quality supplied and fixed. Per No No 44 10" Casement stay Doz 207a 1" Screws hr 214 Carpenter Over heads Per No Say Rs
90 45 475
90.00 15.00 29.69
1 1/3 3/4
Fanlight Catches brass oxidised heavy quality with brass screws fixed complete. Per No No 66 Fanlight Catch Doz 40d 1" Screws hr 214 Carpenter Over heads Per No Say Rs
30 45 475
30.00 15.00 44.53
Qty
Unit Code
19/130
21/131
No 27/132
- do 6" - do - do - do Per No 23 6" Brass barrel bolt. Screws and labour as in Item 4 Over heads Per No Say Rs
120 42.29
18/130
1 1 3/4 3/4
no
16.98 138.27 138.00
Description Unit Rate But hinges 4"x3" brass oxidised heavy quality supplied and fixed with brass screws complete. Per No Pair 94 Hinges per pair 136 Doz 40a 1 1/2" screws 52.5 hr 214 Carpenter 475 hr 257 Labour 325 Over heads Per No Say Rs
Analysis 1st half - Mullaitivu
Rate
136.00 52.50 44.53 30.47
162.29 22.72 185.01 185.00
149.53 20.93 170.47 170.00
134.69 18.86 153.54 154.00
89.53 12.53 102.07 102.00
Amount
263.50 36.89 300.39 300.00
Page 104 29/132
1
Pair
29a/132
1
Pair
- do 4"x4" - do - do - do Per No 95 4" x 4" hinges per pair Screws and labour as in Item 27 Over heads Per No Say Rs - do 4"x2 1/2" - do - do Per No 95a 4"x2 1/2" hinges per pair Screws and labour as in Item 27 Over heads Per No Say Rs
31/133
31a/133
1 1/4 1/4
52/137
205.00 127.50
115.5 127.50
115.50 127.50
45 45 475 325
90.00 33.75 59.38 40.63
26.25 31.5 475
26.25 7.88 14.84
332.50 46.55 379.05 379.00
- do -
243.00 34.02 277.02 277.00
Hinges centre pivot (consisting of 2 pieces) brass oxidised heavy quality supplied and fixed with brass screws complete. 2 3/4 1 1
No 51/137
205 127.50
Set Doz hr hr
47 40d 214 257
3" Centre pivots, set of 4 pieces 1" Screws Carpenter Labourer Over heads Per set of 4 Nos Per set of 2 Nos
Rings, brass 1 3/4" to 1 1/2" supplied and fixed to doors and windows with brass screws. Per No no 198a Ring 1 1/2" Doz 40c Brass Screws 3/4" hr 214 Carpenter Over heads Per No Say Rs
Qty
Unit Code
Description Lock Mortice Vinion single supplied and fixed. Per No 142 Mortice Lock (single) 214 Carpenter Over heads Per No Say Rs
1 1/2
No Day
Lock Mortice Vinion double, supplied and fixed.
Analysis 1st half - Mullaitivu
Unit Rate
525 475
Rate
525.00 237.50
223.75 31.33 255.08 128.00
48.97 6.86 55.82 56.00
Amount
762.50 106.75 869.25 869.00
Page 105
1 1
No Day
790 475
790.00 475.00
No Day
Mortice Lock Union ( English) single supplied and fixed. Per No 145 Mortice Lock Union (single) 214 Carpenter Over heads Per No Say Rs
1575 475
1,575.00 237.50
No Day
Mortice Lock Union ( English) double supplied and fixed. Per No 146 Mortice Lock Union (double) 214 Carpenter Over heads Per No Say Rs
2795 475
2,795.00 475.00
53/137
1 1/2
54/157
1 1
53a/137
1 0.5
No Day
1
Cwt.
1 1 1
day day lbs
Qty
Unit
1
Cwt.
3/4 3/4 1
day day lbs
63/123
No 64/123
Per No 143 Mortice Lock (double) 214 Carpenter Over heads Per No Say Rs
Lock Night Latch supplied and fixed with duplicate keys approved quality Per No 144 Lock Night Latch 290 214 Carpenter 475 Overheads Per No Say per no Tor steel rods in reinforcing. Per cwt. 249 Tor steel rods 4330 Allow for 10% Wastage 433 215 Smith 475 257 Labour 325 31 14 B.W.G. Wire 40 Over heads Per cwt. Say per Cwt per kg Say per kg Code Description Unit Rate Tor steel rods reinforcement in foundation Per cwt. 249 Tor steel rods 4330 Allow for 10% Wastage 433 215 Smith 475 257 Labour 325 31 14 B.W.G. Wire 40 Over heads Per cwt. Say per cwt Per kg
Analysis 1st half - Mullaitivu
290.00 237.50
4,330.00 433.00 475.00 325.00 40.00
Rate
4,330.00 433.00 356.25 243.75 40.00
1,265.00 177.10 1,442.10 1,442.00
1,812.50 253.75 2,066.25 2,066.00
3,270.00 457.80 3,727.80 3,728.00
527.50 73.85 601.35 601.00
5,603.00 784.42 6,387.42 6,387.00 127.75 128.00 Amount
5,403.00 756.42 6,159.42 6,159.00 123.19
Page 106 Say per kg 63a/123 1
Cwt
140
1 1 1
day day lbs
215 257 31
64a/123 1
Cwt
140
3/4 3/4 1
day day lbs
215 257 31
123.00
Mild Steel rods in reinforcing lintols or beams. Per cwt. Mild Steel rods 4240 Allow westage 10% 424.00 Smith 475 Labour 325 14 B.W.G. Wire 40 Over heads Per cwt. Say per cwt Per kg Say per kg Mild Steel rods in Foundation . Per cwt. Mild Steel rods Allow westage 10% Smith Labour 14 B.W.G. Wire Over heads Per cwt. Say per cwt Per kg Say per kg
4240 424 475 325 40
4,240.00 424.00 475.00 325.00 40.00
4,240.00 424.00 356.25 243.75 40.00
5,504.00 770.56 6,274.56 6,275.00 125.50 126.00
5,304.00 742.56 6,046.56 6,047.00 120.93 121.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU IRONMONGER. No
Qty
Unit Code
1 1 1/2 1 1/4 1 1/4
Pair doz hr hr
49/119 119 40a 214 257
Description Hinges T, 10" Iron, heavy quality supplied and fixed with iron screws complete. Per Pair 10" hinges 1 1/2" Screws Carpenter Labourer Over heads
Analysis 1st half - Mullaitivu
Unit Rate
58 52.5 475 325
Rate
58.00 78.75 74.22 50.78
Amount
261.75 36.65
Page 107 Per Pair Say Rs 60/121
No 67/123
298.40 298.00
1 0.5 1 1/2
Locks, rim 6" iron, superior quality, heavy type, s/f. with iron screws complete. Per no no 196 6" Rim lock doz 40d 1" Brass Screws Hour 214 Carpenter Over heads Per no Say Rs
Qty
Unit Code
0.17 1 1 1
cwt hr hr hr
67e/123 0.09
cwt
140 214 257 214 414
446 45 475
Description Unit Rate M.S.Bars 5/8" dia supplied & fixed in window frame at 4" cetres & painted with one coat red lead & 2 coats aluminium Per'4 Rods or 17 l.ft M.S.Rods 4240 Carpenter 475 Labourer 325 Painter 475 Allow for paint 25 Over heads Per 17 L.ft Per L.ft Say Rs Say per L.m
1/2" dia - do 140 M.S.Rods Labour paint etc. as in Item 67 Over heads Per 17 L.ft Per L.ft Say Rs Say per L.m
446.00 22.50 89.06
Rate
720.80 59.38 40.63 59.38 25.00
557.56 78.06 635.62 636.00
Amount
905.18 126.72 1,031.90 60.70 60.00 199.00
- do 4240 184.38
381.60 184.38
565.98 79.24 645.21 37.95 37.00 124.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU TINKER. No 9/150
Qty
Unit Code
23 4
s.ft hrs
Description 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 lime mortar.
Per 14 L.ft 74 22 B.W.G sheets 215 Tinker cutting & bending to shape and
Analysis 1st half - Mullaitivu
Unit Rate
55 475
Rate
1,265.00 237.50
Amount
Page 108
1 5
hr hrs
214 257 413 413
29/156
No 34/158
fixing in place Mason, caulking Labour, assisting tinker and mason Allow for cement sand etc Allow for lead Overheads Per 14 L.ft PerL.ft Say per Lft Per Lm Say per L.m
475 325 50 50
59.38 203.13 50.00 50.00
75 475 325 50 90 325 325 475 325 520 270 2100 325
5,400.00 237.50 162.50 50.00 30.00 162.50 40.63 118.75 162.50 83.20 45.00 21.00 81.25
1,865.00 261.10 2,126.10 151.86 152.00 498.11 498.00
Gutters, Valley 20 B.W.G 36" wide, renewed on existing board, sheets tarred, joints soldered and cement, lime filletting complete.
72 1/2 1/2
S.ft day day
73 214 257 413 232 257 257 214 257 46 216 200 257
1/3 4 1 2 4 0.16 1/6 1 2
gal hrs hrs hrs hrs Cwts Bus Cu.ft hrs
Qty
Unit Code
72 1 1 1
S.ft Ibs day day
35 267a 214 257
Per 22 L.ft G.I. Sheets Tinker Labourer Allow for nails, soldering materials etc Coaltar Labourer Labourer Mason Labourer Cement Lime Sand Labourer Overheads Per 22 L.ft Per L.ft Say per L.ft Per L.m Say Per L.m
Description Unit Rate -Do- renewed including 1" thick timber boarding sheet tarred, joints soldered and cement lime filletting complete. per 22 l.ft As per Item 29 6,594.83 1" thick boarding 50 Wire nails 1" 36.5 Carpenter 475 Labourer 325 Overheads Per 22 L.ft
Analysis 1st half - Mullaitivu
Rate
6,594.83 3,600.00 36.50 475.00 325.00
6,594.83 923.28 7,518.10 341.73 342.00 1,120.88 1,121.00
Amount
11,031.33 1,544.39 12,575.71
Page 109 Per L.ft Say per L.ft Per L.m Say per L.m
571.62 572.00 1,874.92 1,875.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU PLUMBER. No 1/179
Qty
Unit Code
1 0.5 0.5
No Hrs Hrs
Description Ball valve 1/2" supplied and fixed
355 1/2" Ball valve 214 Plumber 257 Labourer Overheads Per no. Say
Unit Rate
94.5 475 325
Analysis 1st half - Mullaitivu
Rate
94.50 29.69 20.31
Amount
144.50 20.23 164.73 165.00
Page 110
2/179
Ball valve 3/4" supplied and fixed 1
No
356 3/4" Ball valve Labourer as in Item 1 Overheads Per no Say
13/181
152.25 50.00
202.25 28.32 230.57 231.00
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
4 1 1
No Hrs Hrs
0.75 0.75
Day Day
1 1
Hrs Hrs
263 22"x16" basin complete with brackets, tap etc. and transport fixing plugs in wall 184 Plugs 214 Mason 257 labourer Fixing basin and taps 214 Plumber 257 labourer Making holes in wall and making good 214 Mason 257 labourer 414 Allow for screws, cement, red lead etc. Over heads Per No Say Rs
17/182
1780
1,780.00
2 475 325
8.00 59.38 40.63
475 325
356.25 243.75
475 325 25
59.38 40.63 25.00
475 325 475 325 25
178.13 121.88 59.38 40.63 25.00
2,613.00 365.82 2,978.82 2,979.00
Wash 'Basin, sink or urinal including all fittings removed and walls made good 3 3 1 1
No 31/185
152.25
Hrs Hrs Hrs Hrs
214 257 214 257 414
Plumber ( removing basin, brackets and pipes ) Labourer ( to assist ) Mason ( making godd to walls and floor ) Labourer ( to assist ) Allow for cement, lime etc. Overheads Per no. Say
Qty
Unit Code
Description Unit Rate Closet, pedestal type available at site, fixed with cement concrete after breaking concrete floor and making good and connections to soil and flush pipes
0.25
Cwt
0.75 0.75
Day Day
Cement Allow for metal,sand, red lead hemp etc. Plumber Labourer Overheads
46 413 214 257
Analysis 1st half - Mullaitivu
520 50 475 325
Rate
130.00 50.00 356.25 243.75
425.00 59.50 484.50 485.00
Amount
780.00 109.20
Page 111 Per No Say 32/186
889.20 889.00
Closet, pedestal type, disconnecting and plugging sewer connection and making good all affected walls and floors 1/6
Cwt
0.5 0.5
Day Day
46 413 214 257
34/186
cement Allow for metal, sand etc, Plumber Labourer Overheads Per No Say
520 50 475 325
86.67 50.00 237.50 162.50
4100 367.5 420 62 39.8 105 100 50 475 325
4,100.00 367.50 420.00 62.00 39.80 105.00 100.00 50.00 475.00 325.00
700 50 520 50 475 325
700.00 50.00 173.33 50.00 475.00 325.00
536.67 75.13 611.80 612.00
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. 1 1 1 1 1 1
no Item no Item no no
1 1
day day
35/186 1 no 1/3 Cwt 1 day 1 day
50 358 359 360 361 227 415 413 214 257
Low level closet suite Fittings Seat cover ( Double ) Brackets Flush bend 1/2" stop cock Allow for transport Cement, Metal, Sand etc. (Item 31) Plumber Labourer Over heads Per No Say Rs Closet squatting type, with trap supplied & fixed. 222 Squatting pan & trap 413 Allow for transport 46 Cement 413 Allow for metal, sand etc. 214 Plumber 257 Labourer Over heads Per No Say Rs
Qty
Unit Code
Description Closet, squatting type, removed, sewer connections plugged and floor made good.
1/2
Cwt
1/2 1/2
day day
Cement Allow for metal, and sand etc. Plumber Labourer Over heads
36/187
46 415 214 257
Analysis 1st half - Mullaitivu
Unit Rate
520 100 475 325
Rate
260.00 100.00 237.50 162.50
6,044.30 846.20 6,890.50 6,891.00
1,773.33 248.27 2,021.60 2,022.00 Amount
760.00 106.40
Page 112 Per No Say Rs 40/188
Cocks, brass bib 1/2" supplied & fixed (Heavy quality). 1
no
1/3 1/3
hour hour
36 414 214 257
66/193
1/2" brass bib cock Allow for solvant Plumber Labourer Over heads Per No Say Rs
145 25 475 325
145.00 25.00 19.79 13.54
2 475 325 25 475 325
8.00 59.38 40.63 25.00 237.50 172.50
2 475 325 25 1265 475 325 10
8.00 59.38 40.63 25.00 1,265.00 237.50 162.50 10.00
203.33 28.47 231.80 232.00
Flushing Cistern fixed complete low level '(Ceremics). 4 1 1
No hour hour
1/2 1/2
day day
184 214 257 414 214 257
66a/193
No 86/197
866.40 866.00
4 1 1
No hour hour
1 1/2 1/2
no day day
Qty
184 214 257 414 183 214 257 417
Unit Code
1
no
2
hour
Plugs Mason Labourer Allow for cement etc. Plumber Plumber's mate at allow for solvent cement Over heads Per No Say Rs
Flushing cistern, low level, plastic supplied and fixed complete. Plugs Mason Labourer Allow for cement etc. Low level plastic cistern Plumber Plumber's mate Allow for cement etc. Over heads Per No Say Rs
Description Mirror, bath room type, supplied & fixed to wall with Rawl plugs and plastic frames.
141 Mirror with fittings 413 Allow for Rawl plugs and screws 214 Plumber Over heads Per No
Analysis 1st half - Mullaitivu
Unit Rate
520 50 475
Rate
520.00 50.00 118.75
543.00 76.02 619.02 619.00
1,808.00 253.12 2,061.12 2,061.00
Amount
688.75 96.43 785.18
Page 113 Say Rs 147/214
Shower rose, 3" jet supplied & fixed. 1 0.25 0.25
no Hrs Hrs
314 6" Shower rose 214 Plumber 257 Labourer Over heads Per No Say Rs
153/215
500 475 325
500.00 14.84 10.16
2100 50 475 325 25
2,100.00 50.00 237.50 162.50 25.00
275 475 25
275.00 59.38 25.00
173 475 25
173.00 59.38 25.00
525.00 73.50 598.50 599.00
Sink, glazed, earthenware 24"x15"x8" supplied and fixed with waste plug, complete (pedestal paid seperately). 1
no
1/2 1/2
day day
211 413 214 257 414
147a/214
Sink 24"x15"x8" with waste plug & chain Allow for transport Plumber labourer Allow for cement Over heads Per No Say Rs
2,575.00 360.50 2,935.50 2,936.00
Towel rail 2'-0" long 3/4" dia chromium plated. 1 1
no hour
250 Chromium plated towel rail 214 Plumber 414 Allow for rawl plug & screws Over heads Per No Say Rs
171/219
359.38 50.31 409.69 410.00
Soap tray, white porcelain, supplied and fixed to wall with rawl plugs. 1 1
No 173/220
785.00
no hour
218 Soap tray 214 Plumber 414 Allow for rawl plugs and screws Over heads Per No Say Rs
Qty
Unit Code
Description Stop cocks, 1/2" supplied & fixed Plastic L.D. make).
1 1/2 1/2
no hour hour
1/2" Stop cock Plumber Labourer Allow for solvert cement Over heads Per No
227 214 257 413
Analysis 1st half - Mullaitivu
Unit Rate
105 475 325 50
Rate
105.00 29.69 20.31 50.00
257.38 36.03 293.41 293.00
Amount
205.00 28.70 233.70
Page 114 Say Rs 174/220 1
no
175/220 1
no
176/220 1
no
177/220 1
no
178/221 1
No 178a/221
no
234.00
Stop cocks, 3/4" supplied and fixed. Plastic L.D. make). 309 3/4" stop cock Labour etc. as in Item 173 Over heads Per No Say Rs Stop cocks, 1" supplied and fixed. Plastic L.D. make). 310 1" stop cock Labour etc. as in Item 173 Over heads Per No Say Rs Stop cocks, 1 1/4" supplied and fixed. ( Plastic L.D. Model ) 311 1 1/4" stop cock Labour etc. as in Item 173 Over heads Per No Say Rs Stop cocks, 1 1/2" supplied and fixed. Plastic L.D. make). 312 1 1/2" stop cock Labour etc. as in Item 173 Over heads Per No Say Rs Stop cocks, 2" supplied and fixed. Plastic L.D. make). 313 2" stop cock Labour etc. as in Item 173 Over heads Per No Say Rs
Qty
Unit Code
1 5/8 5/8
No Hour Hour
308 214 257 414
Description As per Item No. 178a (Gate valve 2") English make Gate valve 2" Plumber Mate (labour) Allow for cement Over heads Per No Say Rs
Analysis 1st half - Mullaitivu
134.4 100.00
134.40 100.00
145.6 100.00
145.60 100.00
280 100.00
280.00 100.00
306 100.00
306.00 100.00
372 100.00
372.00 100.00
Unit Rate
357 475 325 25
Rate
357.00 296.88 203.13 25.00
234.40 32.82 267.22 267.00
245.60 34.38 279.98 280.00
380.00 53.20 433.20 433.00
406.00 56.84 462.84 463.00
472.00 66.08 538.08 538.00
Amount
882.00 123.48 1,005.48 1,005.00
Page 115
178b/221
Non return valve English 2" dia 1 5/8 5/8
No Hour Hour
Non Return Valve English 2" dia. 214 Plumber 257 Mate (labour) 414 Allow for cement Over heads Per No Say Rs
200/228
1 1
no hour
248 214 414
292/240 100
L.ft
7
2 2
hour hour
214 257 413
293/240
No 294/240
100
L.ft
10
2 2
hour hour
214 257 413
Tooth brush holder, chromium plated supplied and fixed to wall with Rawl plugs. Tooth brush holder Plumber Allow for Rawl plugs & holder Over heads Per No Say Rs Pipes pvc 1/2" supplied & fixed. Per 100 L.ft. 1/2" pipe Add 25% for specials Plumber Labourer Allow for sol. Cement petrol blow lamp etc. Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs Pipes pvc 3/4" supplied & fixed. Per 100 L.ft. 3/4" pipe Add 25% for specials Plumber Labourer Allow for sol. Cement petrol blow lamp etc. Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs
#N/A 475 325 25
#N/A 37.11 25.39 25.00
196 475 25
196.00 59.38 25.00
7 175 475 325 50
700.00 175.00 118.75 81.25 50.00
12
1,200.00 300.00 118.75 81.25 50.00
475 325 50
Qty
Unit Code
Description Pipes pvc 1" supplied & fixed 1000 type.
Unit Rate
100
L.ft
5
19
1 1/2 3/4 3 3
day day hour hour
257 257 214 257 413
1" pipe Add 25% for specials Labourer ( for excavation) Labourer ( for Back Filling) Plumber Labourer Allow for sol. Cement petrol blow lamp etc.
Analysis 1st half - Mullaitivu
325 325 475 325 50
Rate
1,900.00 475.00 487.50 243.75 178.13 121.88 50.00
#N/A #N/A #N/A #N/A
280.38 39.25 319.63 320.00
1,125.00 157.50 1,282.50 12.83 13.00 42.07 42.00
1,750.00 245.00 1,995.00 19.95 20.00 65.44 65.00 Amount
3,456.25
Page 116 Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs 294a/240
pipes pvc 1" supplied & fixed 600 type. 100
L.ft
6
1 1/2 3/4 3 3
day day hour hour
257 257 214 257 413
295/240
No 295a/240
483.88 3,940.13 39.40 39.00 129.24 129.00
1" pipe Add 25% for specials Labourer Labourer Plumber Labourer Allow for sol. Cement petrol blow lamp etc. Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs
11 325 325 475 325 50
1,100.00 275.00 487.50 243.75 178.13 121.88 50.00
2,456.25 343.88 2,800.13 28.00 28.00 91.84 92.00
Pipes pvc 1 1/4" supplied & fixed 1000 type. 100
L.ft
4 4
hour hour
3
1 1/4" pipe Add 25% for specials Labour for Exc. & Refill as Per 294 257 Plumber 214 Labourer 413 Allow for sol. Cement petrol blow lamp etc. Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs
Qty
Unit Code
100
L.ft
4 4
hour hour
28 731.25 325 475 50
Description Unit Rate Pipes pvc 1 1/4" supplied & fixed 600 type.
4
1 1/4" pipe Add 25% for specials Labour for Exc. & Refill as Per 294 214 Plumber 257 Labourer 413 Allow for sol. Cement petrol blow lamp etc. Over heads
Analysis 1st half - Mullaitivu
20 731.25 475 325 50
2,800.00 700.00 731.25 162.50 237.50 50.00
Rate
2,000.00 500.00 731.25 237.50 162.50 50.00
4,681.25 655.38 5,336.63 53.37 53.00 175.04 175.00
Amount
3,681.25 515.38
Page 117 Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs 296/241
4,196.63 41.97 42.00 137.65 138.00
Pipes pvc 1 1/2" supplied & fixed.
100
L.ft
4 4
hour hour
Excavation & Refilling as in Item 294 1 1/2" pipe (1000 type) Add 25% for specials 214 Plumber 257 Labourer 413 Allow for sol. Cement petrol blow lamp etc. Over heads Per 100 L.ft. 1
731.25 42 475 325 50
731.25 4,200.00 1,050.00 237.50 162.50 50.00
Say Rs Per L.ft Say Rs Per L.m 296a/241
pvc pipe 1 1/2" (1000 type) supplied & fixed with out excavation. As per Item 296 Less Excavation 294 Over heads Per 100 L.ft.
6,431.25
6,431.25 731.25
Say Rs Per L.ft Say Rs Per L.m 296b/241
5,700.00 798.00 6,498.00 64.98 65.00 213.13 213.00
pvc pipe 1 1/2" (600 type) supplied & fixed with excavation. 100
No 296c/241
6,431.25 900.38 7,331.63 73.32 73.00 240.48 240.00
Qty
L.ft
2
Unit Code
1 1/2" pvc 600 type 25% Specials Labour & etc as per 294 Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs
Description pvc pipe 1 1/2" (600 type) supplied & fixed with out excavation. As per Item 296b Less Excavation as per 294 Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m
Analysis 1st half - Mullaitivu
27 731.25
Unit Rate
4,106.25
2,700.00 675.00 731.25
Rate
4,106.25 731.25
4,106.25 574.88 4,681.13 46.81 47.00 153.54 154.00
Amount
3,375.00 472.50 3,847.50 38.48 38.00 126.20
Page 118 Say Rs 297/241
100
L.ft
5 5
hour hour
Pipes pvc 2" (1000 type) supplied & fixed. With excavation Excavation & Refilling as in Item 294 8 2" pipe Add 25% for specials 214 Plumber 257 Labourer 414 Allow for sol. Cement petrol blow lamp etc. Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs
297a/241
pvc pipe 2" (1000 type) supplied & fixed with out excavation. As per Item 297 Less Excavation 294 Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs
297b/241
731.25 73 475 325 25
731.25 7,300.00 1,825.00 296.88 203.13 25.00
10,381.25 10,381.25 731.25
10,381.25 1,453.38 11,834.63 118.35 118.00 388.18 388.00
9,650.00 1,351.00 11,001.00 110.01 110.00 360.83 361.00
pvc pipe 2" (600 type) supplied & fixed with excavation. 100
No 297c/241
126.00
Qty
L.ft
9
Unit Code
2" pvc (600 type) 25% Specials Labour & etc. As per 294 Over heads Per 100 L.ft. Per No Say Rs Per L.m Say Rs
Description pvc pipe 2" (600 type) supplied & fixed with out excavation. As per Item 297b Less Excavation as per 294 Over heads Per 100 L.ft. Per L.ft Say Rs
Analysis 1st half - Mullaitivu
44
Unit Rate
6,231.25
4,400.00 1,100.00 731.25
Rate
6,231.25 731.25
6,231.25 872.38 7,103.63 71.04 71.00 233.00 233.00
Amount
5,500.00 770.00 6,270.00 62.70 63.00
Page 119 Per L.m Say Rs 310/243
24.5 1 1/2 1 1/2 17 1 1 3
L.ft No No No Nos. No tin doz
2 2
hour hour
161 157 159 158 317 160 318 40c 415 214 257
311/244
2 length 370 1 No 371 2 No 368 2 No 372 4 No 21 4 No 373 0.66 Doz 40c 1 1/2 tin 318 2 2 2 2
No 5/245
Qty
hrs hrs hrs hrs
214 257 214 257
Unit Code
5
cube
0.67 0.10
cube cube
205.66 206.00
Eaves gutters 6" square type pvc fixed with PVC brackets. (1' - 6 " Crs) Per 24.0 L.ft PVC gutter 6" End cap Mitre joint Gutter joiners pvc gutter brackets running head 50 grm solvent cement 3/4" screws Brass Allow for scaffolding Plumber Labour Over heads Per 24 L.ft. Per L.ft Say Lft Per Lm Say Lm Down Pipe 3 1/2" Dia P.V.C Fixed with Wooden Plug to wall etc. Per 24.0 L.ft 3 1/2" Dia PVC Pipe Socket 3 1/2" Dia Bends 3 1/2" Dia Elbow 3 1/2" Dia Wooden Block Clips 3 1/2" Dia 3/4" Brass Screw 50 grs solvent ct. Allow for scaffolding Plumber labours mason labours Over head Per 24.0 L.ft Per L.ft Say Per L.ft Per .L.m Say Per .L.m Description Drains, pvc 400 type 4" laid on cement concrete 6" thick upto 2'-0" depth of invert including excavation and cement concrete haunching (1:3:6 - 1" metal). Per 100 L.ft. Excavation & refilling concrete bed 16"x6" comes from item 2/13 Cement concrete(1:3:6) 1"as per item 2c/16 Concrete (1:2:4) 3/4"
Analysis 1st half - Mullaitivu
38.5 44.8 164 51.5 9.2 107 43 31.5 100 475 325
943.25 44.80 82.00 77.25 156.40 107.00 43.00 94.50 100.00 118.75 81.25
416 47.25 64 64 5 9.5 31.5 43
832.00 47.25 128.00 128.00 20.00 38.00 20.79 64.50 16.25 118.75 81.25 118.75 81.25
475 325 475 325
Unit Rate
545.63
Rate
2,728.13
18,731.00 12,549.77 21,645.00 2,164.50
1,848.20 258.75 2,106.95 87.79 88.00 287.95 288.00
1,694.79 237.27 1,932.06 80.50 81.00 264.05 264.00 Amount
Page 120
1 1/2 1.5
day day
1/2 1/2 100
day day L.ft
Add 50% on Labour as item 5/16 214 Plumber 257 Mate (labour) Allow for solvent cement 214 Plumber 257 Mate (labour) 169 pvc 4" pipe (400 type) including transport Over heads Per 100 L.ft. Per No Say Lft Per Lm Say Lm
311a/244 24
L.ft
168
4 4
Hrs Hrs
214 257 413
13/246
PVC 4" ( 600 type ) pipe supplied and fixed on walls Per 24 L.ft PVC 4" ( 600 type ) pipe 48.5 Add 25% for specials & clips , plugs etc. Plumber 475 Labourer 325 Allow for solvent cement 50 Allow for scaffolding Over heads Per 24 L.ft Per L.ft Say Rs Per L.m Say Rs
1,164.00 291.00 1,900.00 1,300.00 50.00 65.00
31,329.90 4,386.19 35,716.08 357.16 357.00 1,171.49 1,171.00
4,770.00 667.80 5,437.80 226.58 227.00 743.17 743.00
Gulley pvc 6" supplied & fixed including gulley box. 1 1/4 2 2
No 18/247
1,537.50 1,537.50 475 712.50 325 487.50 50 50.00 475 237.50 325 162.50 107 10,700.00
no hour hour hour
90 257 214 257 413
Qty
Unit Code
1/2 250 6
day Nos. C.ft
6" Gulley box Labourer Mason Labourer Allow for cement,metal & sand Over heads Per No Say Rs
Description 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.
257 Labourer digging & transporting surplus 41 Bricks 136 1" Metal
Analysis 1st half - Mullaitivu
290 325 475 325 50
Unit Rate
325 5.7 8470
290.00 10.16 118.75 81.25 50.00
Rate
162.50 1,425.00 508.20
550.16 77.02 627.18 627.00
Amount
Page 121 10 2 1 2
C.ft cwt day day
197 46 214 257
19/247
2100 520 475 325
210.00 1,040.00 475.00 650.00
325 5.7 8470 2100 520 475 325
325.00 2,850.00 847.00 357.00 1,690.00 712.50 975.00
325 5.7 8470 2100 520 475 325
325.00 4,987.50 847.00 546.00 2,340.00 1,187.50 1,625.00
4,470.70 625.90 5,096.60 5,097.00
Manhole 3'6"x2'3" & 2'0" to 4'0" deep - do - do -. 1/2 500 0.10 0.17 3 1/4 1 1/2 3
day Nos. Cube Cube Cwt day day
257 41 136 197 46 214 257
1 875 0.1 0.26 4 1/2 2 1/2 5
day No Cube Cube Cwt day day
257 41 136 197 46 214 257
Qty
Unit Code
Description Manhole cover reinforced concrete 3" thick 2'-0x2'-0" approx. supplied & fixed reinforced with 1/4" dia M.S.rods at 3" centres both ways.
1 1/2 0.20 0.05
C.ft C.ft Cwt cwt
metal ( 3/4") Sand Cement Steel rods
20/248
No 23/248
Sand Cement Mason Labourer Over heads Per No. Say Rs
138 197 46 249
2 Labourers digging & transporting soil Bricks 1" Metal Sand Cement Mason Labourer Over heads Per no Say Rs Manhold 3' 6" x 2' 3" & 4' to 6' deep 9" thick -do -do2 labours digging & transporting soil Bricks 1" Metal Sand Cement Mason Labourer Over heads Per no Say Rs
Unit Rate
8830 2100 520 4330
Analysis 1st half - Mullaitivu
Rate
88.30 10.50 104.00 216.50
7,756.50 1,085.91 8,842.41 8,842.00
11,858.00 1,660.12 13,518.12 13,518.00
Amount
Page 122
1/2 2 2
hour hour hour
413 214 257 214
26/249
50 475 325 475
50.00 29.69 81.25 118.75
60 475
60.00 14.84
367.5 475 325 50
367.50 29.69 20.31 50.00
698.99 97.86 796.85 797.00 797.00 199.25 199.00
Wire dome for 2" pipe supplied and fixed 1 0.25
No Hrs
270 Dome for 2" pipe 214 Plumber Over heads Per no Say Rs
1/D
74.84 10.48 85.32 85.00
110mm PVC inspection joint supplied and fixed 1 0.5 0.5
No Hrs Hrs
2/D 1 0.5 0.5
No Hrs Hrs
3/D 1 0.5 0.5
No 4/D
Allow for binding wire use of moulds etc. Smith Mate (labour) Mason Over heads Per No Say Rs Per 4 sq.ft (per no) Per sq.ft Say Rs
No Hrs Hrs
162 214 257 413
110mm PVC inspection joint Plumber Labourer Allow for solvent cement Over heads Per No Say Rs
110mm PVC inspection "Y" joint supplied and fixed 163 110mm PVC "Y" inspection joint 436 214 Plumber 475 257 Labourer 325 Allow for solvent cement 50 Over heads Per No Say Rs 110mm PVC Bend ( 11 Deg.) supplied and fixed 164 110mm PVC Bend ( 11 Deg.) 115.5 214 Plumber 475 257 Labourer 325 Allow for solvent cement 50 Over heads Per No Say Rs
Qty
Unit Code
1 0.5 0.5
No Hrs Hrs
Description Unit Rate 110mm PVC Bend ( 22 Deg.) supplied and fixed
165 110mm PVC Bend ( 22 Deg.) 214 Plumber 257 Labourer Allow for solvent cement Over heads Per No Say Rs
Analysis 1st half - Mullaitivu
119 475 325 50
436.00 29.69 20.31 50.00
115.50 29.69 20.31 50.00
Rate
119.00 29.69 20.31 50.00
467.50 65.45 532.95 533.00
536.00 75.04 611.04 611.00
215.50 30.17 245.67 246.00 Amount
219.00 30.66 249.66 250.00
Page 123
5/D
110mm PVC Bend ( 60 Deg.) supplied and fixed 1 0.5 0.5
No Hrs Hrs
166 110mm PVC Bend ( 60 Deg.) 214 Plumber 257 Labourer Allow for solvent cement Over heads Per No Say Rs
6/D No Hrs Hrs
167 110mm PVC Bend ( 88 Deg.) 214 Plumber 257 Labourer Allow for solvent cement Over heads Per No Say Rs
7/D
325.5 475 325 50
325.50 29.69 20.31 50.00
552.5 475 325 50
552.50 29.69 20.31 50.00
525 475 325 50
525.00 29.69 20.31 50.00
299.50 41.93 341.43 341.00
425.50 59.57 485.07 485.00
110mm PVC "T" Junction supplied and fixed 1 0.5 0.5
No Hrs Hrs
364 110mm PVC "T" Junction 214 Plumber 257 Labourer Allow for solvent cement Over heads Per No Say Rs
8/D
652.50 91.35 743.85 744.00
110mm PVC "Y" Joint supplied and fixed 1 0.5 0.5
10/D
199.50 29.69 20.31 50.00
110mm PVC Bend ( 88 Deg.) supplied and fixed 1 0.5 0.5
No 9/D
199.5 475 325 50
No Hrs Hrs
365 110mm PVC "Y" Joint 214 Plumber 257 Labourer Allow for solvent cement Over heads Say Rs
Qty
Unit Code
Description 50mm Bottle trap supplied and fixed 366 50mm Bottle trap 214 Plumber 257 Labourer Allow for solvent cement Over heads Say Rs
1 0.5 0.5
No Hrs Hrs
Unit Rate
110mm PVC Inspection bend supplied and fixed
Analysis 1st half - Mullaitivu
165 475 325 50
Rate 165.00 29.69 20.31 50.00
625.00 87.50 713.00
Amount
265.00 37.10 302.00
Page 124
1 0.5 0.5
No Hrs Hrs
367 110mm PVC Inspection Bend 214 Plumber 257 Labourer Allow for solvent cement Over heads Say Rs
11/D
388.5 475 325 50
388.50 29.69 20.31 50.00
0 475 325 25
0.00 29.69 20.31 25.00
301 475 325 50
301.00 29.69 20.31 50.00
488.50 68.39 557.00
63mm PVC "Y" Joint supplied and fixed 1 0.5 0.5
No Hrs Hrs
63mm PVC "Y" Joint 214 Plumber 257 Labourer 414 Allow for solvent cement Over heads Say Rs
12/D
75.00 10.50 86.00
110mm PVC Elbow supplied and fixed 1 0.5 0.5
No Hrs Hrs
369 214 257 413
110mm PVC Elbow Plumber Labourer Allow for solvent cement Over heads Say Rs
401.00 56.14 457.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU MISCELLANEOUS No 6/251
Qty
Unit Code
100
L.ft
Description 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.
20 Barbed wire
Unit Rate
2.5
Analysis 1st half - Mullaitivu
Rate
250.00
Amount
Page 125 1 1 1
Doz Hr Hr
225 Staples 214 Fitter 257 Labourer 14% Over Heads Per 100.0 L.ft Per L.ft Say Rs. Per L.m Say Rs.
15/253
1 0.5 0.25 0.04 0.5 1 1 2
Cu.ft Cu.ft Cwt cwt Ibs hr hr hrs
0.5
hr
138 197 46 140 31 214 214 257 414 414 257
1.25 0.625 0.34 0.04 0.75
C.ft C.ft Cwt cwt Ibs
138 197 46 140 31
16/253
No 17/253
Qty
Unit Code
7 3.25 6 1.75 0.32
Cu.ft Cu.ft Cu.ft Cwt Cwt
135 138 197 46 140
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 3/4" Metal Sand Cement 1/4" rods 14 B.W.G wire Black smith cutting rods and bind wire Mason, cleaning moulds filling and removing Labourer assisting mason Allow for moulds Allow for curing Fixing in ground 2 labours 14% Over heads Per Post Say Rs - do - - do 7'6" high - do -. Per Post. 3/4" Metal Sand Cement 1/4" rods 14 B.W.G wire Labour & mould etc as in item 15 14% Over heads Per Post Say Rs
Description End post and strut for Type barbed wire fence fixed complete in cement concrete as per Drg. 68 of 1936. Per set 1 1/2" Metal 3/4" Metal Sand Cement M.S.rods
Analysis 1st half - Mullaitivu
20 475 325
20.00 59.38 40.63
8830 2100 520 4240 40 475 475 325 25 25 325
88.30 10.50 130.00 169.60 20.00 59.38 59.38 81.25 25.00 25.00 40.63
8830 2100 520 4240 40 290.63
110.38 13.13 176.80 169.60 30.00 290.63
Unit Rate
8020 8830 2100 520 4240
Rate
561.40 286.98 126.00 910.00 1,356.80
370.00 51.80 421.80 4.22 4.20 13.84 13.80
709.03 99.26 808.29 808.00
790.53 110.67 901.20 901.00
Amount
Page 126
No 18/254
1 3 3 6
Ib hrs hrs hrs
31 214 214 257 414 414 257 214 257
1/3 2 4
hrs hrs hrs
Qty
Unit Code
14 B.W.G wire Black smith Mason Labourer Allow for moulds Allow for curing Labour - excavation foundation Mason Labour - planning posts 14% Over heads Per Post Say Rs
Description 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
Analysis 1st half - Mullaitivu
40 475 475 325 25 25 325 475 325
Unit Rate
40.00 178.13 178.13 243.75 25.00 25.00 13.54 118.75 162.50
Rate
4,225.97 591.64 4,817.60 4,818.00
Amount
Page 127 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).
12 700 75 1 1
Nos. L.ft Nos. day day
20 76a 214 257
0.1 1 2/5 1 0.44
cwt Cu.ft Ibs Cu.ft Cu.ft Cwt
140 138 31 135 197 46
0.5 0.5 7 1.5
hr hr Nos. Sqr
214 257 224
1
18A/254
No 19/254
20 224 76a 257
End post and strut as in item 17 Intermediate post - do - 15 Barbed wire G.I.Hook bolts Fitter 2 Labourers add for 1 strut. Steel 3/4" Metal Wire 14 BWG 1 1/2" Metal Sand Cement Labourer and moulds as in Item 15 Mason 2 Labourers Straining bolts White washing 14% Over heads Per 100.0 L.ft Per L.ft Say Rs Per L.m Say Rs - Do - do - do - 8 Strands - do - do - do Per 100 L.ft As in Item no 18 Barbed wire Straining balts G I hooks Labourer Overheads Per 100 L.ft Per L.ft Say Rs Per L.m Say Rs
4,225.97 8,508.30 1,750.00 487.50 475.00 650.00
4240 8830 40 8020 2100 520 290.63 475 325 112 104.90
424.00 88.30 16.00 80.20 21.00 228.80 290.63 29.69 40.63 784.00 157.35
18,257.35 2,556.03 20,813.38 208.13 208.00 682.68 683.00
- do - do - do -
100 1 11 2.5
L.ft No No Hrs
Qty
Unit Code
Description Straining Bolts 1/2" dia made and fixed 18" long (Approx).
0.01 1 2 2
cwt No hrs hrs
1/2" rods 1/2" Nut & Washers Blacksmith Labour Allow for coal etc. 14% Over heads
249 264 215 257 417
4,225.97 709.03 2.5 6.5 475 325
Analysis 1st half - Mullaitivu
18,257.35 18,257.35 2.5 250.00 112 112.00 6.5 71.50 325 101.56
Unit Rate
4330.00 3.00 475.00 325.00 10.00
Rate
43.30 3.00 118.75 81.25 10.00
18,792.42 2,630.94 21,423.36 214.23 214.00 702.69 703.00 Amount
256.30 35.88
Page 128 Per No Say Rs 21/255
3
hrs
292.18 292.00
Well, bailing out water 5' to 7' dia. Upto 20' depth including cleaning well. Say 5'-0" depth of water 257 4 Labourers (1 1/2 day ) 14% Over heads Per 5 L.ft Per L.ft depth Say Rs
325.00
487.50
487.50 68.25 555.75 111.15 111.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU ANGLE IRON No 1/A
Qty
Unit Code
Description Unit Rate 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
Analysis 1st half - Mullaitivu
Rate
Amount
Page 129
100 7.5
L.ft l.ft
0.25 0.25 10 10
Day Day Nos Nos
0.5 0.5 0.70
Day Day Sqr
2/A
No 3/A
100 7.5
L.ft l.ft
0.25 0.25 10 10
Day Day Nos Nos
0.5 0.5 0.9
Day Day Sqr
Qty
Unit
100 7.5
L.ft l.ft
3 3 10 10
Hrs. Hrs. Nos. Nos.
as directed & including anchoring purlins with 2 nos 10mm tor steel welded to purlins where ever necessary and with 1:2:4 concreting. Per 100 L.ft 344 2"x2"x1/4" Angle iron 85 8,500.00 345 1'-6" long 1 1/2"x1 1/2"x1/4" Angle iron 56.5 423.75 Cutting 215 Blacksmith 475 118.75 257 Labourer 325 81.25 352 1/2"x1" Bolts & Nuts with washer 6 60.00 348 Making holes 20 200.00 Hoisting & Placing 215 Blacksmith 475 237.50 257 Labourer 325 162.50 Two coats of Anticorrosive paint 540.51 378.35 413 Transport and Scaffolding cost 50 50.00 Welding charge with electricity 300.00 Allow for concreting etc(25% of men) 100.00 14% Overheads Per 100 L.ft Per L.ft Say Rs Per L.m Say Rs 62.5mmx62.5mmx6mm Angle iron purlin -'do-doPer 100 L.ft 346 2 1/2"x2 1/2"x1/4" Angle iron 102.5 10,250.00 344 1'-6" long 2"x2"x1/4" Angle iron 85 637.50 Cutting 215 Black smith 475 118.75 257 Labourer 325 81.25 352 1/2"x1" Bolts & Nuts with washer 6 60.00 348 Making holes 20 200.00 Hoisting & Placing 215 Black smith 475 237.50 257 Labourer 325 162.50 Two coats of Anticorrosive painting 540.51 486.45 413 Transport and scaffolding cost 50 50.00 Allow for concreting etc(25% of men) 100.00 Welding charge with electricity 300.00 14% overheads Per 100 L.ft Per L.ft Say Rs Per L.m Say Rs Code Description Unit Rate Rate 75mm x 75mm x 6mm Angle Iron purlin -do-do347 75mmx75mmx6mm Angle Iron 125 12,500.00 346 1" -6" long 62.5mmx62.5mmx6mm Angle Iron 102.5 768.75 Cutting 215 Black Smith 475 178.13 257 Labourer 325 121.88 352 1/2" x 1" Bolts & Nuts with washer 6 60.00 348 Making holes 20 200.00
Analysis 1st half - Mullaitivu
10,612.10 1,485.69 12,097.80 120.98 121.00 396.81 397.00
12,683.95 1,775.75 14,459.71 144.60 145.00 474.28 474.00 Amount
Page 130
0.5 0.5 1.0
Day Day Sqr.
Hoisting & placing 215 Black smith 257 Labourer Two coats of Anticorrosive painting 413 Transport and Scaffolding cost Allow for concreting etc(25% of men) 411 Welding charge cost with electricity Add 14% Per 100 l.ft cost Per L.ft. Say Rs. Per L.m. Say Rs.
4/A
14 0.02 2.25
L.ft. cwt L.ft.
344 249 344
0.25 0.25
Day Day
215 257
0.1
Sqr. 413 411
No 5/A
475 325 540.51 50 300
End Truss-2/50mm x 50mm x 6mm Per 7'-0" including 1:2:4(3/4) concreting 2nos 12mm dia 9" long welded to end truss with 2 coats of anticorrosive paint 2/7' -0" - 50mm x 50mm x 6mm Angle iron 85 12mm dia 9" long Tor steel rods. 4330 0'-9" long cleats 50mm x 50mm x 6mm 85 Cutting Black Smith 475 Labourer 325 Hoisting & Placing Allow for hoisting 60 Two coats of Anticorrosive painting 540.51 Transport and Scaffolding cost 50 Welding charge cost with electricity 300 allow for 1:2:4(3/4") con. Etc 100 Add 14% Per 7 L.ft cost Per L.ft Say Rs. Per L.m Say Rs.
Description Unit Rate End Truss-2/62.5mm x 62.5mm x 6mm -do-doPer 7'-0" 346 2/7' -0" - 62.5mm x 62.5mm x 6mm Angle iron 102.5 As in Item no 4/A 1,041.90 Add 14% Per 7 L.ft cost Per L.ft Say Rs.
237.50 162.50 540.51 50.00 100.00 300.00
1,190.00 86.60 191.25 118.75 81.25 60.00 54.05 50.00 300.00 100.00
Qty
Unit Code
Rate
14
L.ft.
1,435.00 1,041.90
Analysis 1st half - Mullaitivu
15,219.26 2,130.70 17,349.95 173.50 173.00 569.08 569.00
2,231.90 312.47 2,544.37 363.48 363.00 1,192.22 1,192.00
Amount
2,476.90 346.77 2,823.67 403.38 403.00
Page 131 per l.m Say Rs. 6/A
14
L.ft.
End Truss-2/75mm x 75mm x 6mm -do-doPer 7'-0" 347 2/7' -0" - 75mm x 75mm x 6mm Angle iron As in Item no 4/a Add 14% Per 7 L.ft cost Per L.ft Say Rs. Per L.m Say Rs.
7/A
125 1,041.90
1,750.00 1,041.90
15
750.00
475 325
237.50 162.50
300 50 540.51 5.00
300.00 50.00 54.05 250.00
22.00 1054.05
1,100.00 1,054.05
2,791.90 390.87 3,182.77 454.68 455.00 1,491.35 1,491.00
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 Per 50 Nos. 50
l.ft
0.5 0.5
Day Day
0.1 50
Sqr. nos
8/A
50
No 9/A
1,323.09 1,323.00
l.ft
351 1'-0" long 1"-1/4" flat iron Cutting and making holes 215 Black Smth 257 Labourer Hoisting & Placing Welding charge including electricity Transport and scaffolding cost Two coats of Anticorrosive painting allow for bolts & nuts Add 14% Per 50 Nos. cost Per No. Say Rs. 31mm x 6mm - Flat Iron - 1'-0" long - do-doPer 50 Nos. 374 1'-0" long 1 1/4"x1/4" flat iron As in Item No 7/A Add 14% Per 50 Nos. cost Per No. Say Rs.
Qty
Unit Code
40
L.ft
Description Unit Rate 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 with 2 coats of anticorrosive painting rag bolt fixed to base plate 9"x9"x10mm & 9" long necessary cleats Per 20'
347 (2/20'-0") double Angle Iron ( 75 x 75 x 6 )
Analysis 1st half - Mullaitivu
125
Rate
5,000.00
1,804.05 252.57 2,056.62 41.13 41.00
2,154.05 301.57 2,455.62 49.11 49.00
Amount
Page 132 3.5 2 4
l.ft Nos. Nos.
0.5 0.5
Day Day
0.5 1.50
Day Sqr.
347 0'-6" long cleats 3" x 3" x 1/4" 376 9" x 9" 3/8" M.S.base plate 96a 16 mm 9" Rag bolt Cutting 215 Black Smith 257 Labourer Hoisting & Placing 257 Labourer Two coats of Anticorrosive paint Transport and scaffolding cost Welding charge cost with electricity Add 14% Per 20 l.ft cost Per L.ft Say Rs. Per L.m Say Rs.
10/A
No 11/A
125 110 140
437.50 220.00 560.00
475 325
237.50 162.50
325 540.51 50.00 300
162.50 810.76 50.00 300.00
#N/A
#N/A
475 86.00
1,425.00 258.00
325 300 540.51
81.25 300.00 216.20
7,940.76 1,111.71 9,052.46 452.62 453.00 1,484.60 1,485.00
Supplying & fixing 'H' iron 6" x 3" 6mm with necessary cleats to housing props including 2 coats of anticorrosive painting Per 16'-0" 19.5
L.ft
H' Iron Cutting and welding cleasts 215 Black Smith 257 Labourer Hoisting & placing 257 2 'Labourer Welding charge with electricity Two coats of Anticorrosive painting Add 14% Per 16 L.ft cost Per l.ft Say Rs. Per L.m Say Rs.
3 3
hr hr
0.25
Day
0.40
Sqr.
Qty
Unit Code
19.5
L.ft.
0.5 0.5
Day Day
Description Supplying & fixing ' H ' Iron 8" x 4" (6mm) with necessary cleats -do Per 16'-0" 350 H ' Iron Cutting and welding 215 Black smith 257 Labourer Hoisting & placing
Analysis 1st half - Mullaitivu
Unit Rate
Rate
0
0.00
475 325
237.50 162.50
#N/A #N/A #N/A #N/A #N/A #N/A #N/A
Amount
Page 133 0.25
Day
0.5
Sqr.
257 2 'Labourer Welding charge with electricity Two coats of Anticorrosive painting Add 14% Per 16 L.ft cost Per L.ft Say Rs. Per L.m Say Rs.
325 300 540.51
162.50 300.00 270.25
1,132.75 158.59 1,291.34 80.71 81.00 264.72 265.00
GATE WITH PILLARS No 12/A
Qty
Unit Code
Description
Unit Rate
Rate
Amount
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 0.13 0.04 0.07 0.36 0.17 0.34 0.09 0.36 0.36
Cube Sqr. Cube Cube Sqr. Cwt. Cwt. Cwt. Sqr. Sqr.
Excavation Lean concrete 1:3:6 (1") Footing concrete 1:2:4 (3/4") Column concrete 1:2:4 (3/4") Shuttering Footing 10mm tor steel Shaft 12mm tor steel Reinforcement (M.S. Rods) Plastering Colour washing
622.00 5,338.25 25,416.00 25,416.00 5,979.78 6,159.00 6,387.00 6,275.00 1,681.00 208.00
199.04 693.97 1,016.64 1,779.12 2,152.72 1,047.03 2,171.58 564.75 605.16 74.88 10,304.89 10,305.00 20,610.00 700.00 300.00
per pillars 2 Nos. Pillars Allow for 'Painting Allow'Fixing Charges Gate sash (12'-0" x 4'-6") 14% Overheads for Gate only
0.00 *
0.00 21,610.00
say per 2 pillars Say Rs.
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU ALUMINIUM WORK No
Qty
Unit Code
Description Labour Distribution for aluminium work Per 10 S.ft 215 Sp.skilled Labourer 257 Un skilled labourer Per 10 S.ft Labour rate per S.ft
0.75 1
Day Day
Analysis 1st half - Mullaitivu
Unit Rate
Rate
475 325
356.25 325.00
Amount
681.25 68.13
Page 134
1/AL
Aluminium Partition
39.6 8.8 27.5 32 52.8 52.8 35.2 35.2 17.6 19.8
L.ft L.ft L.ft S.ft S.ft S.ft L.ft L.ft L.ft L.ft
385 399 400 405 406 407 388 387 398 397
15.4 3.3 3.3 3.3 7.7 7.7 7.7 9.9 13.2 19.8 1.0
L.ft L.ft L.ft L.ft L.ft L.ft L.ft S.ft S.ft S.ft No
384 401 383 382 379 380 381 406 405 407 403
77
No 2/AL
Qty
20.9 10.45 41.8 41.8 24.2
Sft
Labourer Overheads Per 77 Sq.ft Per Sq.ft Say per S.ft Say per m2
Unit Code
L.ft L.ft L.ft L.ft S.ft
Size 11' 0" x 7' 0" = 77 S.ft Mian frame 70S-3002-1 Mild frame PT-5157 2" x 1" Box iron P-1113 5mm Tintaed glass 6mm Plywood (Marin) Formica sheet Glass beading 100D - 1917 Glass beading 100D - 1914 Beading bottom PT - 5154 M.Channel beading PT - 5153 Door Vertical frame 70S - 1704 - A Mild frame 80S-1801 Bottom Horri 70S - 1503 - A Top Horri 70S -1402 - 1 Top rail 70S - 1002 -1 Bottom rail 70S - 1102 - 1 Lock vertical rail 70S - 1202 - 1 6mm plywood sheet 5mm Tinted glass Formica sheet Lock alfa Allow for rubber gacscut reverd brass screws, celicone sealent etc. 10%
394 395 396 387 405
85 56.3 40.75 60 20.85 18 32.8 24.3 30.5 12.8
3,366.00 495.44 1,120.63 1,920.00 1,100.88 950.40 1,154.56 855.36 536.80 253.44
79.4 57.85 78.1 52.9 64.6 44.5 46.4 20.85 60 18 750
1,222.76 190.91 257.73 174.57 497.42 342.65 357.28 206.42 792.00 356.40 750.00 1,690.16
68.13
Description Aluminium Casement with project Size 4' 0"x5' 6" = 22 S.ft Side frame CA - 1001 Midle frame CA - 1002 Sash frame CA-2001-A Beading 100D-1914 Tinted glass 5mm Allow for bar hinges, selicone rubber gasscut brass screws riveres etc. 10%
Analysis 1st half - Mullaitivu
Unit Rate
84.3 134.2 88.9 24.3 60
5,245.63
Rate
1,761.87 1,402.39 3,716.02 1,015.74 1,452.00 934.80
23,837.42 3,337.24 27,174.66 352.92 353.00 3,797.00
Amount
Page 135 22
S.ft
Labourer Overheads Per 22 S.ft Per S.ft Say Per S.ft Say per m2
3/AL
68.13
1,498.75
85 24.3
1,589.50 267.30 185.68 356.25 243.75
Aluminium Door frame only
18.7 11.0
L.ft L.ft
0.75 0.75
Day Day
Size 7'-0" x 3'-0" = 21 S.ft 70S - 3002 - 1 70D - 1910 Allow for revert 10% 215 Sp.skilled Labourer 257 Un skilled Labourer
385 Side frame 386 Beading
475 325
14% Overhead Per 21 Sft Per Sft Say per S.ft Say per m2
4/AL
No 5/AL
11,781.57 1,649.42 13,430.99 610.50 610.00 6,569.00
2,642.48 369.95 3,012.43 143.45 143.00 1,544.00
Aluminium door fully glazed double hung
14.3 14.3 5.5 5.5 5.5 50.6 1.0 2 2 35.75 19.8 19.8
L.ft L.ft L.ft L.ft L.ft L.ft No Pair No S.ft L.ft L.ft
392 393 391 390 389 387 403 402 404 405 385 386
32.5
S.ft
Qty
Unit Code
14.3 14.3 5.5 5.5 5.5 50.6
L.ft L.ft L.ft L.ft L.ft L.ft
392 393 391 390 389 387
Size 6' 6"x 5' 0" = 32.5 Sq.ft Side vertical member 100D - 3502 Vertical lock member 100D - 3503-A Bottom rail member 100D-3207 Top rail member 100D-3203 Mid lock rail 100D-3004-A Beading 100D-1914 Lock Handle Door closer 5mm glass Door frame 70S - 3002 - 1 Beading 70D - 1910 Allow 10% Labourer 14% Overhead Per 32.5 S.ft Per S.ft Say per S.ft Say per m2
Description Al Double hung Door with panneled and glazed Size 6' 6" x 5' 0" = 32.5 Sq.ft Side vertical member (sash) 100D - 3502 Vertical lock member 100D - 3503 A Bottom rail 100D - 3207 Top rail 100D - 3203 Mild Lock rail 100D - 3004 A Bead 100D - 1914
Analysis 1st half - Mullaitivu
148.7 160.9 169 129.1 124.5 24.3 750 350 1645 60 85 24.3 68.13
Unit Rate
148.7 160.9 169 129.1 124.5 24.3
2,126.41 2,300.87 929.50 710.05 684.75 1,229.58 750.00 700.00 3,290.00 2,145.00 1,683.00 481.14 1,703.03 2,214.06
Rate
2,126.41 2,300.87 929.50 710.05 684.75 1,229.58
20,947.39 2,932.63 23,880.03 734.77 735.00 7,906.00
Amount
Page 136 1.0 2 2 19.25 16.5 33 19.8 19.8
No Pair No S.ft S.ft S.ft L.ft L.ft
32.5
S.ft
403 402 404 405 406 407 385 386
6/AL
Lock (alpha) Handle Door closer 2 nos. 5mm glass tinted 6mm plywood Formica Door frame 70S - 3002 - 1 Beading 70D- 1910 Allow for rivets, gasscut, rubber brass screws Doorhinges silicone tie rods etc.( 10%) Labourer 14% Overheads Per 32.5 Sq.ft. Per S.ft Say per S.ft Say per m2
750 350 1645 60 20.85 18 85 24.3
750.00 700.00 3,290.00 1,155.00 344.03 594.00 1,683.00 481.14
68.13
1,697.83 2,214.06
20,890.22 2,924.63 23,814.85 732.76 733.00 7,885.00
Al single hung Door with fully glazed Size 6' 6" x 3' 3" = 21.12. Sq.ft.
No 7/AL
7.15 7.15 3.57 3.57 3.57 28.6 1 1 1 23.24 17.87 17.87
L.ft L.ft L.ft L.ft L.ft L.ft No Pair No S.ft L.ft L.ft
21.12
S.ft
392 393 391 390 389 387 403 402 404 405 385 386
Qty
Unit Code
7.15 7.15 3.57 3.57 3.57 28.6
L.ft L.ft L.ft L.ft L.ft L.ft
392 393 391 390 389 387
Side vertical member (sash) 100D - 3502 Vertical lock member 100D - 3503 A Bottom rail 100D - 3207 Top rail 100D - 3203 Mid Lock rail 100D - 3004 A Bead 100D - 1914 Lock (alpha) Handle Door closer 5mm glass tinted Door frame 70S - 3002 - 1 Beading 70D- 1910 Allow 10% for rivets, gascut, rubber brass screws Labour 14% Overheads Per 21.12 Sq.ft. Per Sft Say per S.ft Say per m2
Description Al Single hung Door with panneled and glazed Size 6' 6" x 3' 3" = 21.12. Sq.ft. Side vertical member (sash) 100D - 3502 Vertical lock member 100D - 3503 A Bottom rail 100D - 3207 Top rail 100D - 3203 Mild Lock rail 100D - 3004 A Bead 100D - 1914
Analysis 1st half - Mullaitivu
148.7 160.9 169 129.1 124.5 24.3 750 350 1645 60 85 24.3 68.13
Unit Rate
148.7 160.9 169 129.1 124.5 24.3
1,063.21 1,150.44 603.33 460.89 444.47 694.98 750.00 350.00 1,645.00 1,394.40 1,518.95 434.24 1,050.99 1,438.80
Rate
1,063.21 1,150.44 603.33 460.89 444.47 694.98
12,999.68 1,819.96 14,819.64 701.69 702.00 7,550.00
Amount
Page 137 1 1 1 12.51 10.72 21.45 17.87 17.87
No Pair No S.ft S.ft S.ft L.ft L.ft
21.12
S.ft
49 7
403 402 404 405 406 407 385 386
Lock (alpha) Handle Door closer 2 nos. 5mm glass tinted 6mm plywood Formica Door frame 70S - 3002 - 1 Beading 70D- 1910 Allow for rivets, gasscut, rubber brass screws Doorhinges silicone tie rods etc.( 10%) Labourer 14% Overheads Per 21.12 Sq.ft. Per S.ft Say per S.ft Say per m2
750 350 1645 60 20.85 18 85 24.3
750.00 350.00 1,645.00 750.60 223.51 386.10 1,518.95 434.24
68.13
1,047.57 1,438.80
12,962.08 1,814.69 14,776.77 699.66 700.00 7,528.00
Channels 2" semi-circular, formed in cement concrete floors and 1/2" cement rendered 1:2 (extra over concrete floors). Per 10 L.ft. 2 1
Hour Hour
214 Mason 257 Labourer Allow for cement and sand Over heads
Analysis 1st half - Mullaitivu
475.00 325.00
118.75 40.63 100.00
259.38 36.31
Page 138 Per 10 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m.
50 8
295.69 29.57 30.00 98.40 98.00
:- 23/10 :- 76/=
Channels 4" - do -
- do - do -.
Per 10 L.ft. 4 2
Hour Hour
51 10
214 Mason 257 Labourer Allow for cement, sand etc Over heads Per 10 L.ft Per L.ft Say per L.ft. :- 34.80 Per L.m. Say per L.m. :- 114/=
475.00 325.00
237.50 81.25 100.00
418.75 58.63 477.38 47.74 48.00 157.44 157.00
Curb in cement concrete 1:2:4 (3/4") 9" heigh and 3" thick, cement rendered 1/2" thick including excavation. Per 10.0 L.ft 2 1/8
Cu.ft Cwt
1 1
Day Day
97 3
Materials for concrete as in Item 47 46 Cement for 7 1/2 S.ft rendering Allow for sand for rendering 214 Mason 257 Labourer Allow for shuttering, excavation,curing etc Over heads Per 10 L.ft Per L.ft Say per L.ft. :- 125/= Per L.m Say per L.m. :- 410/=
184.10 520.00 100.00 475.00 #N/A 150.00
368.20 65.00 100.00 475.00 #N/A 150.00
5.7 2100 520 475 325
1,995.00 315.00 884.00 950.00 1,300.00
#N/A #N/A #N/A #N/A #N/A #N/A #N/A
Floors, brick paved, 3" thick, set in lime mortar 2:5 and cement rendered 1/2", 1:2. Per Sqrs. 350 0.15 1.7 2 4
No 41 Bricks Cube 200 Sand Cwts 46 Cement Day 214 Mason Day 257 Labourer Over heads Per square
Analysis 1st half - Mullaitivu
5,444.00 762.16 6,206.16
Page 139 Say per Sqrs = Per m2 Say per m2 :-
6,206.00 668.03 668.00
471/=
SECOND HALF OF 2001 IN MANNAR ELECTRICAL. 1
Main switch (3 phase, 30 amp.). 1 40 2 2 2 0.5 1/2
No m
131 1000 35 Nos. 339 Nos. 340 Meter 52a day 257 day 214
2
Main switch 30 amp. 7/.044 single core wire, 40m Board Brass Screws 2"x10 Brass Screws 1"x6 Conduit pipe 1" Labour Electrician Over heads Per No Say Rs
1 82.00 50 #REF! #REF! #REF! 325 475
1.00 32.80 50.00 #REF! #REF! #REF! 162.50 237.50
1 #REF! 50 #REF! #REF! #REF! 325 475
1.00 #REF! 50.00 #REF! #REF! #REF! 162.50 237.50
#N/A 43 #N/A
#N/A 43.00 #N/A
#REF! #REF! #REF! #REF!
Main switch (60 Amp, 3 phase). 1 40 2 2 2 1/2 1/2
No m
132 1001 35 Nos. 339 Nos. 340 Meter 52a day 257 day 214
3
Main switch 60 Amp English 7/0.064 Single core wire 40m Board Brass Screws 2"x10 Brass Screws 1"x6 Conduit pipe labourer Electrician Over heads Per No Say Rs
#REF! #REF! #REF! #REF!
Earth wire 15 1 1/2
m No day
10 plug points 321 Earth pipe 2"x5' Electrician labourer Over heads Per No Say Rs
Analysis 1st half - Mullaitivu
#N/A #N/A #N/A #N/A
Page 140
4
Main switch single phase 30 Amp. 1 10 1 2 2 2 1/2
no Meter Nos. Nos. Nos. Meter day
131 1000 35 339 340 52a
5
Main switch 30 Amp English 7/0.044 wire 10m Board Screws 2"x10 Screws 1"x6 Conduit pipe Electrician labourer Over heads Per No Say Rs
1 #REF! 50 #REF! #REF! #REF! #N/A
1.00 #REF! 50.00 #REF! #REF! #REF! #N/A
43 43 #REF! 43 #REF! 43 43 #REF! #N/A
43.00 1,075.00 #REF! 43.00 #REF! 645.00 43.00 #REF! #N/A
43 43 43 43 #REF! 90 43 43 90 43 #REF! 43 475
43.00 43.00 43.00 43.00 #REF! 90.00 43.00 43.00 90.00 1,075.00 #REF! 43.00 237.50
43 #REF! #REF!
43.00 #REF! #REF!
#REF! #REF! #REF! #REF!
15 Amp. Plug. 1 25 2 1 2 15
no m No no No m
2 1/2
m day
322 323 336 324 337 326 327 52a
6
Plug with switch (clipsal) 3/.036 wire, 25 meters Brass Screws (1 1/2"x6), Sunk box Brass Screws 1 1/2"x10" Earth wire 7/.029 Wiring clips and panel pins (Allow) Conduit pipe Electrician labourere Over heads Per No Say Rs
#REF! #REF! #REF! #REF!
Light Fitting. 1 1 1 1 2 1 1 1 1 25 2
no no no m No No no no No m m
1/2
day
7
328 329 330 331 336 40a 333 324 334 52a 327 214
Round plug Ceiling rose Holder Flexible wire Brass Screw 1/2"x6 Brass Screw 1 1/2" Switch clipsal Sunk box Brass screw 2" 1/.044 wire Conduit pipe Wiring clips & pannel pins Electrician Over heads Per No Say Rs
5 Amp. Plug. 1 2 1
Nos. Nos. Nos.
322 Plug with switch (Clipsal) 336 Brass screws (1 1/2"x6) 335 Sunk box
Analysis 1st half - Mullaitivu
#REF! #REF! #REF! #REF!
Page 141 2 25 15
Nos. m m
1 1/2
m day
8
337 334 326 327 52a 214
Brass screws (1 1/2"x10) 1/.044 wire Earth wire 7/.029 Wiring clips & panel pins Conduit pipe Electrician Over heads Per No Say Rs
#REF! 43 43 43 #REF! 475
#REF! 10.75 6.45 43.00 #REF! 237.50
#N/A #N/A #N/A 475
#N/A #N/A #N/A 237.50
#N/A #N/A #N/A #N/A #N/A #N/A #REF! #N/A 475
#N/A #N/A #N/A #N/A #N/A #N/A #REF! #N/A 237.50
#REF! #REF! #N/A #N/A #N/A #N/A 475
#REF! #REF! #N/A #N/A #N/A #N/A 237.50
#N/A #N/A #N/A #N/A #REF!
#N/A #N/A #N/A #N/A #REF!
#REF! #REF! #REF! #REF!
Ceiling Fan (USHA). 1 1 1 1/2
no no no day
9
Ceiling fan 56" Hooks Light point 214 Electrician Over heads Per No Say Rs
#N/A #N/A #N/A #N/A
Calling Bell. 1 1 1 3 1 25 2
no no no Nos. no m m
1/2
day
10 5 2 2 2 1 1 1/2
Bell Bell bush - Clipsal Round block Brass screws 1 1/2" Sunk box 1/.044 wire 52a Conduit pipe Wiring clips & panel pins 214 Electrician Over heads Per No Say Rs
ABC box 500 Type. m 1000 7/.044 wire m 52a Conduit pipe Nos. Brass Screws 2"x10 Nos. Brass Screws 1 1/4"x6 Nos. ABC box 500 type Nos. Board 10"x10" day 214 Electrician Over heads Per No Say Rs
11
Trip switch (Single phase). 1 1 2 2 2
No No Nos. Nos. m
Trip switch crab tree Board Brass Screws 2"x10 Brass Screws 1 1/4"x6 52a Conduit
Analysis 1st half - Mullaitivu
#N/A #N/A #N/A #N/A
#REF! #REF! #REF! #REF!
Page 142 1/2
day
12
214 Electrician Over heads Per No Say Rs
475
237.50
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A #N/A #N/A
Pendent lamp / Battern lamp. 1 1
No No
13
Light point Bulb Over heads Per No Say Rs
#N/A #N/A #N/A #N/A
Water light lamp. 1 1
No No
14
Light point Water tight lamp Over heads Per No Say Rs
#N/A #N/A #N/A #N/A
Flourscent lamp 4'-0". 1 1
No No
15
Light point 4'-0" Flourscent set Over heads Per No Say Rs
#N/A #N/A #N/A #N/A
Flourscent Lamp 2'-0". 1 1
No No
16
Light point Flourscent set Over heads Per No Say Rs
#N/A #N/A #N/A #N/A
Hood lamp. 1 1
No No
17
Light point Hood lamp Over heads Per No Say Rs
#N/A #N/A #N/A #N/A
Wall bracket lamp. 1 1
No No
Light point Bracket lamp Over heads Per No
Analysis 1st half - Mullaitivu
#N/A #N/A #N/A
Page 143 Say Rs
18
#N/A
ABC Box 700 type. As per Item 10 Less 500 type Add 700 type 14% Over Heads Per No Say Rs
19
#REF! #N/A
#REF! #REF! #REF! #REF!
ABC Box 900 type. As per Item 10 Less 500 type Add 900 type 14% Over Heads Per No Say Rs
286 ??
#REF! #N/A
#REF! #N/A
#REF! #REF! #REF! #REF!
Lanka ceremic (Dulex white) Low level white comode with trap Cistern only Fittings Seat cover Brackets Flash band Brackets Allow for Transport Labourer as in Item 34 Over heads Per No Say Rs
287 34
#REF! #N/A
1,843.00 1,375.00 350.00 375.00 54.00 35.50 26.00 100.00
4,158.50 800.00 582.19 4,740.69 4,741.00
Closet pedestal with cistern - do -. Indian make.
??? 1
1843 1375 350 375 54 35.5 26 100
No
1
no
1 1
day day
306 Low level closet suite Allow for transport 227 1/2" stop cock Brass Cement, Metal, Sand etc. (Item 31) 214 Plumber 257 Labourer Over heads Per No Say Rs
Analysis 1st half - Mullaitivu
0 50
0.00 50
105 50 475 325
105.00 50.00 475.00 325.00
955.00 133.70 1,088.70 1,089.00
Page 144
289
Squatting closet 14% Indian made. 1
no
290 1
No
222 Squatting pan & trap Allow for transport as per Item 35 less closet Over heads Per No Say Rs Squatting closet square type. As per Item 288 less squatting pan 307 Square type pan Over heads Per No Say Rs
1
700 50 1,073.33
700.00 50.00 1,073.33
1,073.33 0
1,073.33 0.00
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 0.5 0.25 4 0.5 1 1 2
C.ft. C.ft. Cwt. Hrs. Lbs. Hr. Hr. Hrs.
138 3/4" Metal 197 Sand 46 Cement 1/4" Rods 31 14 B.W.G. Wire 214 Black Smith, cutting rods and tieying wire 214 Mason, cleaningmoulds filing and removing 257 Labourer assisting Mason
Analysis 1st half - Mullaitivu
8830 2100 520 #N/A 40 475 475 325
88.30 10.50 130.00 #N/A 20.00 59.38 59.38 81.25
1,823.33 255.27 2,078.60 2,079.00
1,073.33 150.27 1,223.60 1,224.00
Page 145
0.5
hrs
2
Allow for Moulds Allow for curing 257 Fixing in ground 2 Labourers 1/2 Hr. 14% Overheads Total cost Say Rs.
30 30 325
30.00 30.00 40.63
8020 8830 2100 520 4240 40 475 325 30 30 325
561.40 331.13 126.00 910.00 1,356.80 40.00 178.13 243.75 30.00 30.00 40.63
#N/A #N/A #N/A
End post and struct for Type barbed wire fence fixed complete in cement concrete as per Drg. Of 68 of 1936
7 3.75 6 1.75 0.32 1 3 6
C.ft. C.ft. C.ft. Cwt. Cwt. Lb. Hrs. Hrs.
0.5
Hrs.
3
135 1 1/2" Metal 138 3/4" Metal 197 Sand 46 Cement 140 M.S. Rods 31 14 B.W.G.Wire 214 Black Smith 257 Labourer Allow formoulds Allow for curing 257 Excavation foundation & Planting post 1/2 Hrs. 2 Lab Overheads Total cost Say Rs.
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. Per 100 L.ft. (with corner post)
12 500 55
No. L.ft. No.
3/4 3/4
Day Day
11 1 2/5 1 0.44
Lbs. C.ft. Lbs. C.ft. Cwt.
End post and strut as in item 2 Intermediate post - do - 1 31 Barbed wire 76a G.I. Hook bolts 214 Fitter 257 2 Labourers Add for strut Steel 138 3/4" Metal 31 Wire 135 1 1/2" Metal 46 Cement Labour and moulds Concrete foundation
Analysis 1st half - Mullaitivu
3,847.83 #N/A 40 6.5 475 325 #N/A 8830 40 8020 520
3,847.83 538.70 4,386.52
Page 146 1/2 1/2 5 1
Hr. Hr. Nos. Sqr.
29 38
Mason 2 Labourers Straining bolts White washing 2 coats Overheads Per 100 L.ft. Per L.ft. Say Rs. Per L.m. Say Rs.
#N/A #N/A #N/A #N/A
Waterproof Treatment of hot bitumen taken off from flat roof and debris cleared away. Per Sqrs. 2
Day
11 28
257 Labourer Over heads Per square Say per square Per m2 Say per m2
:-
502/=
:-
54/-
325.00
650.00
18 325
54.00 40.63
18 325
270.00 81.25
650.00 91.00 741.00 741.00 79.76 80.00
Tiles, Calicut pattern, flat supplied and laid up to 5 tiles in Buildings of more than 1 storey. Per 3 tiles. 3 1
Nos. Hour
12 29
70 Tiles 257 Labourer Over heads Per 3 tiles Per tiles Say Rs :- 23/-
94.63 13.25 107.87 35.96 36.00
Tiles, Calicut pattern, flat, supplied and laid above 5 and up to 25 in Buildings of more than 1 storey. Per 15.0 tiles. 15 2
208
Nos Hour
70 Tiles. 257 Labourer Over heads Per 15 tiles Per tiles Say per tile
:- 16/-
Painting new wood work with approved
Analysis 1st half - Mullaitivu
351.25 49.18 400.43 26.70 27.00
Page 147 26
primer 1 coat.
0.756 5
Lit Hour
190 Primer 214 Painter preparing surface and painting Allow for brushes etc Over heads Per square Say Rs :- 606/Say per m2
Analysis 1st half - Mullaitivu
1560 475 20
1,179.36 296.88 20.00
1,496.24 209.47 1,705.71 1,705.00 151.00
Page 148
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h983
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PRICE LIST Description
Code No
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page 367
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 ceremic)No
4100.00
32
57 Rubber shuttering planks
33
sq.ft
20.00
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page 368
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
Bushel
257.00
126 Lime -Slaked 52
127 Limpet washers
No
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
1.00
Page 369
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page 370
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page 371
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
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
1 mile
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
0.00
Page 372
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page 373
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page 374
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
1mile
0.00
215 216
1002 transport every additional Miles 12b Anticorrosive paint
gal
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
1139.00
Page 375
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
no
140.00
240 96a
16mm 9" Rag bolt
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
Lft
20.00
170
374 1 1/4" x 1/4" Flat iron
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
L.ft
6.30
7
7 1/2" dia. Pvc pipe 1000 type
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
L.ft
11.30
10
10 3/4" dia. Pvc pipe 1000 type
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
S.ft
13.30
Pairs
267.00
S.ft
21.35
13
13 Asbestoes flat sheet 1.2m x 1.2m
14
14 Asbestoes ridges
15
15 Asbestos corr. Sheet
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
Pair
350.00
25 Beading
L.ft
4.00
26 Beading 2"x1/2"
l.ft
4.00
No
61.00
196 21
164
402 BD-1066 ( Handle )
368 bends 3.5"
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
Bushel
257.00
105
216 Boild Lime
156
360 Brackets (For cistern )
Item
54.00
236
91a Bras Sancy 1 1/4"
Doz
43.00
No
130.00
25
36 Brass Bib Tap 1/2"
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
No
2.60
26
41 Bricks
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 ceremic)No
3900.00
16
19 Coconut rafters(each 10' )
198 33 97 34
no
300.00
304 Culicut Tiles
No
0.00
404 Door Closer
No
1645.00
no
25.00
no.
6.00
60 Draw rings 1 1 /2 dia. 198 Drive screws and washers 61 Earth ( Gravel Filling) 64 EMulsion Paint
Cube
590.00
Gal
1345.00
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
S.ft
60.00
lbs
86.00
cwt
375.00
235 44 129
81a Glass Panes Tinted (5mm) 85 Glue 302 Grey Cement
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
No
5.00
Pair
110.00
46 239
91 Half round tiles 95a Hinges 4"x2 1/2" Brass oxidised
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
49 51
98 Hold fast
no
17.50
119 Iron T.hinges 10"
No
58.00
123 Joists Class II 4" x 2"
L.ft
30.00
Bushel
257.00
126 Lime -Slaked 52 197 62 144
127 Limpet washers
No
1.00
403 Lock ALPHA
No
750.00
144 Lock Night Latch Bird
No
275.00
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
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
sft
94.00
sq.ft.
69.00
194
218
181a Planks 1" Special Upper Class Timber
219
182b Planks 3/4"
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
397 PT-5153
L.ft
12.80
191
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
192
398 PT-5154
L.ft
30.50
193
399 PT-5157
L.ft
56.30
191 Pudlo cement
lbs
30.00
169
373 PVC clips 3 1/2"
No
9.00
166
370 PVC down pipe 3 1/2"
168
91
Length
317.00
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
L.ft
0.00
220
193a Reepers Cl.II 2"x1"
94
194 Ridge tile
no.
23.00
95
196 Rim lock 6" 2 leaves Brase
No
425.00
no
25.00
221 96 202
198a Ring 1 1/2" Brass 197 River Sand
1700.00
L.ft
3.00
sq.ft
16.70
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
No
350.00
32 99
155
408 Rubber Beading for Aluminium fittings
Cube
57 Rubber shuttering planks
359 Seat cover ( Double )
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
137
314 Shower Rose 6"
No
95.00
102
211 Sink 24"x15"x8" with waste plug & chain
no
1810.00
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
50
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
215
1002 transport every additional Miles
1 mile
0.00
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
gal
300.00
no
5.00
lbs
0.00
229
268a Wood preservative 21 wooden block
125
269 Yellow ocare
240
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
SUMMARY.
NO 1/1
DESCRIPTION OF WORK Brick work in Cement, demolished brick stacked and debris cleared.
2/1
5/2
6/2
7/2
8/2
9/3
11/3
Brick work in lime, demolished brick stacked
m3
Cube m3
Ceiling, existing removed materials stacked
Sqr
and debris cleared.
m2
Cement concrete demolished, and debris
Sqr
cleared away.
m2
Cement concrete, reinforced demolished in suspended floors reinforcement removed and
Sqr
debris cleared.
m2
Corrugated Sheets, Iron, Asbestoes or Aluminium Alloy removed from roof or walls
Sqr
and stacked.
m2
Corrugated sheets iron or asbestos or aluminium alloy
Sqr
removed from roofs or walls of 2 storeyed buildings
m2
Door or Window, size up to 40 S.ft removed No
Doors for window, size over 40 S.ft removed - do -
13/4
Cube
and debris cleared.
from existing walls and door or stacked.
12/3
UNIT
- do -
No
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 -
15/4
16/4
- do -
No
Down pipes, 4" to 6" dia G.I old or decayed,
L.ft
removed from existing building and stacked.
L.m
Drains demolished and debris cleared
L.ft
NO 18/5
19/5
20/6
DESCRIPTION OF WORK
UNIT
Fence uprooted, barbed wire rolled up and all materials stacked (length of fencing to
L.ft
measured).
L.m
Floors brick paved, demolished and debris
Sqr
cleared away.
m2
Gate sash removed and stacked after demolishing cement concrete blocks or removing posts and separating pintols (demolishing brick work where necessary paid for separately).
21/6
22/6
23/6
25/7
26/7
Glass panes in doors, windows and fanlights
No
Sq.ft
removed and stacked.
m2
Gutter, Eaves, removed and stacked from roofs of
L.ft
single story buildings.
L.m
Gutter, Eaves removed from roofs of two storeyed
L.ft
buildings and stracked.
L.m
Partitions removed and stacked at side, including
Sq.ft
making goodnes two walls and floors.
m2
Lime plastering shipped and debris cleared away.
Sqr
27/4
28/8
29/8
30/8
32/9
Rendering cement, chipped and debris cleared away
Sqr
from brick walls and floors.
m2
Rendering cement, chipped and debris cleared away
Sqr
from cement concrete floors and walls.
m2
Roofing removing tiles and timber stacking, serviceable materials and cleaning debris in single storey
Sqr
building.
m2
Roof, removing tiles and timber stacking serviceable
Sqr
material and cleaning debris in two storeyed building.
m2
Rubble masonry in cement, demolished rubble stacked and debris cleared away.
33/9
m3
Rubble masonry in lime demolished rubble stacked and debris cleared away
NO
Cube
Cube m3
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
Tiles calicut of half round removed from
Sqr
roof of 2 storeyed buildings and stacked.
m2
36/10
28
Tiles calicut of half round removed from roof of two storeyed buildings and stacked.
39/11
Sqr
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,
m2
- do -
- do -
in two
storeyed building. 41/11
42/11
Valance/ Barge boarding removed materials stacked
L.ft
and debris cleared away in single storey building.
L.m
Valance/ Barge boarding removed
L.ft
- do -
- do - in 2 storeyed building.
43/12
L.m
Cement plastering, soffit chipped and debris cleared away.
NO 1/15
m2
DESCRIPTION OF WORK Cement concrete 1:3:6 with 2" metel, above one cube (shuttering paid for seperately).
Sq.ft
UNIT Cube m3
2/15
Cement concrete 1:3:6 (2") upto one cube shuttering paid for seperately.
3/15
Cement concrete 1:2 1/2:5 (1") above one cube (shuttering paid for seperately).
2a/16
Cement concrete 1:3:6 (1 1/2") above 1 cube (shuttering paid for seperately).
2c/16
Cement concrete 1:3:6 (1") above 1 cube (shuttering paid for seperately).
4/16
Cement concrete 1:2 1/2:5 (1") upto one cube (shuttering paid for seperately).
5/16
Cement concrete 1:2:4 (3/4") above one cube (shuttering paid for seperately).
6/16
Cement concrete 1:2:4 (3/4") upto one cube (shuttering paid for seperately).
11/18
Cube m3
Cube m3
Cube m3
Cube m3
Cube m3
Cube m3
Cube m3
Drains, semi circular, in cement concrete 1:3:6 (1") 9" wide and 9" average depth, with 3" thick sides and base
12/19
13/19
14/20
19/22
inclusive of 1/2" cement rendering 1:3 and expansion
L.ft
joints as necessary excavation (without ramp).
L.m
Lintol cement concrete 1:2:4 (3/4") 4 1/2"x6"
L.ft
(Reinforcement paid seperately).
L.m
Lintol cement concrete 1:2:4 (3/4") 9"x6" (Reinforcement
L.ft
paid seperately).
L.m
Lintol cement concrete 1:2:4 (3/4") 9"x9" )Reinforcement
L.ft
paid seperately).
L.m
Padstones, cement concrete 1:2:4 (3/4") precast
or in situ.Size 1-6x1-1 1/2x0-6
19a/22
Padstones, cement concrete 1:2:4 (3/4") precast or in situ.Size 1-6x0-6x0-6
21/23
21a/23
25a/25
No
No
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
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
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.
25/25
Cement concrete 1:2 1/2":5(1") using mixer and vibrator (shuttering paid for seperately).
26/25
Cube m3
Cement concrete 1:2:4(3/4") in column shafts (Reinforcement shuttering and finishes paid for seperately) in guard floor using mixer and vibrator.
27/25
No
Cement concrete as per Item 61 in 1st floor.
Cube m3
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 (reinforcements shuttering and finishes paid for seperately) using mixer and vibrator.
Cube m3
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
33a/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
Shuttering for footing and walls etc.
Sq.ft m2
34/27
Shuttering for beam including dismantling (12"x18" beam 20 ft long).
35/28
m2
Cement concrete 1:2"4(3/4") lintol in ground floor Reinforcement and shuttering paid for seperately using mixer and vobrator.
36/28
Sq.ft
Cube m3
Cement concrete lintols as per Item (71) in 1st floor.
Cube m3
37/28
38/29
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
5" thick R.C.C in 1st floor
Sqr
- do -
39/29
- do - do -
Drains semi circular in cement concrete 1:3:6 (1") wide and 9" average depth, 3" thick sides and base, inclusive of
m2
40/29
1/2" cement rendering 1:3 with necessary expension, joints
L.ft
and excavation, but without ramp
L.m
Drains in cement concrete 1:3:6(1") as above
L.ft
But with ramp 2' 6" wide
L.m
BLOCK MASONRY 1
2
Cement sand block in 1:6 mix in cement sand 1:5 mix
m3
4" thick cement sand block 1:6 mix masonry
Sqr
in cement sand 1:5 mix
m2
NO 2/30
DESCRIPTION OF WORK Brick work in cement mortar (1:5) above 1 cube (up to 1st floor level).
3/30
- do -
UNIT Cube m3
up to one cube
- do -
- do -
4/31
Cube
Brick work in cement mortar 1:5 in piers (in ground floor).
Cube m3
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
14/34
19/35
20/35
24/37
Extra over Item 2-5 and 9-11 for brick
Cube
work from 1st floor level up 2nd floor.
m3
Extra over Items 6-8 for brickwork from
Sqrs
1st floor level to 2nd floor.
m2
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
Coping, brick in cement 1:5 weathered throated on 9" walls
L.ft
and 1/2" cement rendered 1:3 complete.
L.m
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
26/38
as necessary, including necessary excavation (apron paid
L.ft
for seperately).
L.m
Drains brick in cement 1:5,6" average depth 9" wide and cement rendered 1/2" thick 1:3 complete with expansion joints
28/38
30/39
as necessary, including necessary excavation (apron paid
L.ft
for seperately).
L.m
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
Brick work in cement and sand 1:8 in foundation and upto
Cube
D.P.C.
31/40
m3
Brick work in cement and sand 1:8 in super structure in ground floor.
32/40
- do -
Cube m3
in 1st floor.
Cube m3
33/40
- do -
in 2nd floor.
Cube m3 MASON.
NO 1/41
DESCRIPTION OF WORK Random Rubble Masonary in cement mortar 1:5 above 1 cube.
2/41
UNIT Cube m3
- do -
up to one cube.
Cube m3
NO 1/43
2/43
5/44
12/46
DESCRIPTION OF WORK
UNIT
Exapansion joints in brick floors, filled with bitumen
L.ft
and sand.
L.m
Exapansion joints in concrete floors filled with bitumen and
L.ft
sand(to full depth of concrete and rendering).
L.m
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
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 4/139
DESCRIPTION OF WORK Cracks in wall, plastered in cement 1:3 after chipping 2" to 4" wide
9/141
UNIT L.ft m
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
15/142
Rendering cement 1/2", 1:2 above 1
Sqr
Square.
m2
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
19/143
Rendering, cement 3/4", 1:2 above 1
Sqr
Square.
m2
Rendering, cement 3/4", 1:2 upto 1 square
Sqr m2
20/144
21/144
Rendering, cement 3/4", 1:3 above 1
Sqr
Square.
m2
Rendering, cement 3/4", 1:3 upto 1 square
Sqr m2
22/144
25/145
26/145
Rendering, cement, floating coat using Red cement finished smooth with Carborandum
Sqr
stone
m2
Rendering cement 3/4", 1:2 with Pudlo 5lbs
Sqrs
to 100 lbs cement
m2
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
28/146
Red cement floating, including forming
L.ft
groove.
L.m
3/8" thick plastering to RCC beams, slab
Sqrs
soffit in cement sand 1:3 .with lime putty
m2
29/146
29a/146
D.P.C. 3/4" thick in cement, sand 1:2 finished smooth with 2 coats of hot tar.
m2
3/8" thick cement and sand plastering to
Sqrs
column and beam
29b/146
Sqrs
1/2" thick cement plastering 1:4 mix
m2
Sqrs m2
29c/146
5/8" thick cement plastering 1:4 mix
Sqrs m2
29d/146
29e/146
Cracks in wall Plastered in cement 1:3
L.ft
after chipping 2" to 4" wide
L.m
Plinth plastering 1/2" thick 1:3 cement and
Sqrs
sand with red cement floating
m2
NO 5/49
DESCRIPTION OF WORK
UNIT
Corrugated asbestos sheet roofing on special upper cl. Timber/kempas purlines supplied and fixed complete including treating timber with wood preservative two coats (ridging measured seperately).
7/50
Sqrs m2
Corrugated asbestos sheet fixed to roof or wall on existing frame work with necessary coach screws and limpet washers, or hook bolts.& with 2 coats wood
Sqrs m2
Preservative to existing frame work
18/53
19/53
21/54
26/55
Ridging, calicut pattern bedded in Cement and lime mortar 1:1:4, Coloured
L.ft
to match tiles.
L.m
Ridging, Calicut Pattern bedded in cement and lime mortar 1:1:4 coloured
L.ft
to match tiles (tiles available at site)
L.m
Ridging with asbestos cement close fitting ridges fixed complete with
L.ft
roofing screws or hook bolts.
L.m
Tiles, calicut pattern, flat supplied and laid up to 5 tiles in single storey building
27/56
No
Tiles, calicut pattern flat supplied and laid (above 5 and up to 25) in single storey Building.
No
30/56
31/56
43/53
44/59
Tiles calicut pattern supplied and laid
Sqr
in any Building.
m2
Tiles, calicut pattern, laid in any
Sqr
Buildings(tiles available at site).
m2
Shifting and re-laying calicut pattern
Sqr
tiles.
m2
Supplying and laying half round tiles
Sqr
on the existing asbestos roof.
m2
NO 8/63
DESCRIPTION OF WORK
UNIT
Boards, Barge, Valance, Fascia, 3/4" to 1" thick in class.II Local timber fixed complete with necessary Brass screws new or
12/64
3/61A
14/65
renewed above 1 C.ft.( 9" width) with 1 coat
L.ft
primer & 2 coat of enamel painting
L.m
Boardes, Barge, Valance, Facia, available fixed including cutting and
s.ft
minor repairs.with 2 coats enamel painting
m2
Beadings, Class I local timber 1 1/2" to 2"x1/2" plain chamfered, fixed with brass
L.ft
screws
L.m
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 14b/65
DESCRIPTION OF WORK
UNIT
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.
m2
-do-
-do-
14d/65
14e/65
26/68A
28/69
White washing to ceiling 2 coats and 2 coats of oil paint to beading and
Sqr
moulding.
m2
Ceiling, upper side cleaned and debris
Sqr
cleared away.
m2
Cove mouldings Cl.I 2 1/2"x1 1/2" fixed with brass screws and plugs new or
L.ft
renewed.
L.m
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
30/70
32/70
7/8" thick sashes in class1 timber
S.ft
with brass fittings.
m2
- do -
- do -
Sash only, in class 1 timber
S.ft
fixed with brass furniture.
m2
Doors or Windows, framed and battened, sash 1" to 1 1/8" thick in Special
32a/70
upper Class timber/kempas fixed complete
S.ft
with brass furniture.
m2
Battened sash only 1" to 11/8" thick in sp.
S.ft
upper class timber/kempas fixed completed with
m2
brass fittings
NO 42/74
DESCRIPTION OF WORK
UNIT
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.
44/75
m2
Doors or Windows, glazed or pannelled sash only 1 1/8" to 1 1/4" thick
44a/75
in Special upper class timber/kempas with brass
S.ft
furniture.
m2
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
52/78
53/78
upper class timber/kempas, fixed complete with
S.ft
brass furniture.
m2
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
Door or Window, removing easing and
Per
re-fixing.
sash
54/78
Door or Window, easing only.
55/79
Door or Window frames renewed in
Per sash
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 over 100 L.ft.
- do -
L.ft L.m
Per 100 L.ft
107/94
107a/94
Roof with calicut pattern tiles on spl upper class/Kempus frame work complete with ridges,
Sqr
hips etc.
m2
gable end roof - do -
117/97
121/98
135/101
- do -
Sqr
- do -.
m2
Timber available, sorted out, cut to required sizes and fixed in roof and
C.ft
other carpentry work.
m3
Timber special upper Class/kempas fixed or renewed in roof and other carpentry
C.ft
work.
m3
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
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
138/102
single (ordinary finish) hung on 4"x3"
140a/103
frame in Special upper class timber/kempas and
S.ft
complete with brass furniture with mortice lock
m2
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
single hung to existing frame with fitting
NO 13/165
DESCRIPTION OF WORK
ground.
24/168
Per
- do -
Per
- do -.
Letter
Lettering 4" to 5" - do -
23/168
UNIT
Letter
Lettering 2" to 3" - do -
15/166
m2
Lettering 1" to 1 1/2" painted in sinhalese English or Tamil, including painting
14/165
S.ft
- do - do -.
Per Letter
Painting, enamel paint including washing cleaning and smoothing down with sand
Sqr
paper, 1 coat.
m2
Painting enamel paint
- do -
Sqr
- do -
25/168
25a/168
27/169
2 coats.
m2
Painting New wood 1 Coat primer & 2 Coats
Sqr
Enamel paint
m2
Painting new wood work and 2 coats of
Sqr
enamel paint.
m2
Painting Steel work, 1 coat, with
Sqr
Anticrosive paint including removing
m2
scale and wire brushing.
28/169
30/169
30a/169
31/170
31a/170
32/170
32a/170
Painting Steel work, 2 coats, with Red oxide including removing scale and
Sqr
wire brushing.
m2
Painting walls with emulsion paint 1 coat
Sqr
(new coat).
m2
Painting walls with weather shield 1 coat
Sqr
( New work )
m2
Painting walls with Emulsion paint, 2
Sqr
coats (new work).
m2
Painting walls with 2 coats of weather shield paint
Sqr
( New work )
m2
Painting walls with Emulsion paint, 1 coat including preparing surface of old
Sqr
work.
m2
Painting walls with weather shield paint
Sqr
1 coat ( Old work )
m2
33/170
- do 2 coats
33a/170
40/172
41/172
44/173
45/173
49/174
50/174
- do - do -
- do -.
Sqr m2
Painting walls with weather shield paint
Sqr
2 coat ( Old work )
m2
Tarnap or other wood preservative,
Sqr
applied to wood work 1 coat (old work).
m2
Tarnap or other wood preservative,
Sqr
applied to wood work 2 coats (new work).
m2
Varnishing with best copal varnish after
Sqr
washing down and sand papering 1 coat.
m2
- do -
- do -
Sqr
- do -
2 coats.
m2
White or colourwashing walls of single storey buildings 1 coat, including
Sqr
patching and preparing surface.
m2
- do 2 coats
- do -
Sqr
- do -.
m2
Item 4/127
Description
Unit
Bolts barrel 4", brass oxidised heavy quality supplied and fixed with brass screws.
6/128
No
- do -
6"
- do -
18/130
- do - do -
Casement fastner with mortice plate, brass oxidised heavy quality supplied and fixed with brass screws.
19/130
No
Fanlight Catches brass oxidised heavy quality with brass screws fixed complete.
27/132
- do -
4"x4"
- do -
29a/132
- do - do -
31/133
No
But hinges 4"x3" brass oxidised heavy quality supplied and fixed with brass screws complete.
29/132
No
Casement stays 10", brass oxidised heavy quality supplied and fixed.
21/131
No
No
- do - do -
4"x2 1/2"
No
- do - do -
No
Hinges centre pivot (consisting of 2 pieces) brass oxidised heavy quality supplied and fixed with brass screws complete.
31a/133
Set
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.
52/137
Lock Mortice Vinion/concord double, supplied and fixed.
53/137
No
Mortice Lock Union ( English) double supplied and fixed.
53a/137
No
Mortice Lock Union ( English) single supplied and fixed.
54/137
No
No
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 49/119
Description Hinges T, 10" Iron, heavy quality supplied and fixed with iron screws complete.
60/121
Pair
Locks, rim 6" iron, superior quality, heavy type, s/f. with iron screws complete.
67/123
Unit
No
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
RATE ANALYSIS SECOND HALF OF 2003 IN TRINCOMALEE TINKER. Item
Description
Unit
9/150
Flashing G.I.22 B.W.G. 1'6" wide, fixed with 6" turned up along, and top edge
29/156
tucked well into wall in cement and
L.ft
lime mortar.
L,m
Gutters, Valley 20 B.W.G 36" wide, renewed on existing board, sheets
34/158
NO
tarred, joints soldered and cement,
L.ft
lime filletting complete.
L,m
-Do-
renewed including 1" thick timber
boarding sheet tarred, joints soldered and
L.ft
cement lime filletting complete.
L,m
DESCRIPTION OF WORK
UNIT
1
Drains, earth, in any soil except rock requiring blasting cut to gradient and shaped as directed soil deposited
cube m3
within site.
2/13
Excavation in any soil except rock requiring blasting part returnfill in and ram, and
cube m3
surplus disposed of within site as directed.
4/14
Filling under floor with gravel or other approved quality of filling, spread,
cube 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).
17/182
Basin, sink or urinal including all fittings removed and walls made good
31/185
No
No
Closet, pedestal type available at site, fixed with cement concrete after breaking concrete floor and making good and connections to soil and flush pipes
32/186
No
Closet, pedestal type, disconnecting and plugging sewer connection and making good all affected walls and floors
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 &
No
fixed completed.
35/186
Closet squatting type, with trap supplied & fixed.
36/187
No
No
Closet, squatting type, removed, sewer connections plugged and floor made good.
40/188
Cocks, brass bib 1/2" supplied & fixed (Heavy quality).
66/193
No
Flushing cistern, low level, plastic supplied and fixed complete.
86/197
No
Flushing Cistern fixed complete low level (Ceremics).meterial available
66a/193
No
No
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).
147a/214
Towel rail 2'-0" long 3/4" dia chromium plated.
171/219
173/220
No
No
Soap tray, white porcelain, supplied and fixed to wall with rawl plugs.
No
Stop cocks, 1/2" supplied & fixed
No
Plastic L.D. make).
174/220
Stop cocks, 3/4" supplied and fixed. Plastic L.D. make).
175/220
Stop cocks, 1" supplied and fixed. Plastic L.D. make).
176/220
178a/221
No
Stop cocks, 1 1/2" supplied and fixed. Plastic L.D. make).
178/221
No
Stop cocks, 1 1/4" supplied and fixed. ( Plastic L.D. Model )
177/220
No
No
Stop cocks, 2" supplied and fixed. Plastic L.D. make).
No
As per Item No. 178a (Gate valve 2")
No
English make
178b/221
Non return valve English 2" dia
200/228
Tooth brush holder, chromium plated
No
supplied and fixed to wall with Rawl
292/240
plugs.
No
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
pvc pipe 1 1/2" (600 type) supplied &
L.ft
fixed with excavation.
L.m
pvc pipe 1 1/2" (600 type) supplied &
L.ft
fixed with out excavation.
L.m
Pipes pvc 2" (1000 type) supplied & fixed.
L.ft
With excavation
L.m
pvc pipe 2" (1000 type) supplied &
L.ft
fixed with out excavation.
L.m
pvc pipe 2" (600 type) supplied &
L.ft
fixed with excavation.
L.m
pvc pipe 2" (600 type) supplied &
L.ft
fixed with out excavation.
L.m
Eaves gutters 6" square type pvc fixed
L.ft
with PVC brackets. (1' - 6 " Crs)
L.m
Down Pipe 3 1/2" Dia P.V.C Fixed with
L.ft
Wooden Plug to wall etc.
L.m
296b/241
296c/240
297/241
297a/241
297b/241
297c/241
310/243
311/244
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
13/246
invert including excavation and cement
L.ft
concrete haunching (1:3:6 - 1" metal).
L.m
Gulley pvc 6" supplied & fixed including gulley box.
18/247
No
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.
19/247
Manhole 3'6"x2'3" & 2'0" to 4'0" deep - do -
20/248
- do -.
Manhold 3' 6" x 2' 3" & 4' to 6' deep 9" thick -do
23/248
No
No
No
-do-
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 6/251
15/253
Description
Unit
Fence barbed wire ,14 gauge, 4 points, 3" sparts, supplied and fixed in
L.ft
existing timber posts with G.I staples.
L.m
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.
16/253
- do -
- do -
7'6" high
per post
- 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.
18/254
per post
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
18A/254
with 4 Nos. 1/2" rods. ( including
L.ft
white washing 2 coats)
L.m
- Do - do -
6 Strands
- do -
19/254
- do -
- do -
- do -
- do -
L.ft
- do -
L.m
- do -
Straining Bolts 1/2" dia made and fixed 18" long (Approx).
21/255
No
Well, bailing out water 5' to 7' dia. Upto 20' depth including cleaning well.
^ Item 1/A
L.ft
^ANGLE IRON Description Supplying and fixing 50mmx50mmx6mm thick Angle iron purlin fixed to wall at not exeeding
Unit
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
2/A
3/A
4/A
10mm tor steel welded to purlins where ever necessary and
L.ft
with 1:2:4 concreting.
L.m
62.5mmx62.5mmx6mm Angle iron purlin
L.ft
-DO-
L.m
-DO-
75mm x 75mm x 6mm Angle Iron purlin
L.ft
-DO-
L.m
-DO-
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
6/A
7/A
End Truss-2/62.5mm x 62.5mm x 6mm
L.ft
-DO-
L.m
-DO-
End Truss-2/75mm x 75mm x 6mm
L.ft
-DO-
L.m
-DO-
25mm x 6mm - Flat Iron - 1'-0" long weld to end purlin as bracket to fix valance board with two coats of anticorrosive paint
8/A
& bolts & nuts
No
31mm x 6mm - Flat Iron - 1'-0" long
No
-DO-
9/A
-DO-
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 & 2 coats ofwhite washing to pillers as directed
per piller
ALUMINIUM WORK Item 1/AL
Description Aluminium Partition with sliding door
Unit 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
6/AL
Al Double hung Door with panneled and
S.ft
glazed
m2
Al single hung Door with fully glazed
S.ft m2
7/AL
Al Single hung Door with panneled and
S.ft
glazed
m2
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
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINCOMALEE CONCRETOR. RATE (1st) 20647.00 7296.00
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
16630.00 5876.00
6081.00 655.00
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINCOMALEE 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 TRINCOMALEE 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 TRINCOMALEE 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 TRINCOMALEE 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 TRINCOMALEE. 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 TRINCOMALEE. 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 TRINCOMALEE 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 TRINCOMALEE 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 TRINCOMALEE DISTRICT 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
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINCOMALEE PLUMBER. RATE (1st) 165.00
231.00
2979.00
485.00
889.00
612.00
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
21610.00
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
gal
1085.00
S.ft
13.30
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
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
gal
1704.00
12b Anticorrosive paint 13 Asbestoes flat sheet 1.2m x 1.2m 14 Asbestoes ridges
46 Cement
63 Emulsion Paint ( Weather shield )
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
no
6.00
77 Ginisappu timber 3/4" thick
S.ft
50.40
81 Glass panes obscured(3mm)
S.ft
45.00
S.ft
60.00
85 Glue
lbs
86.00
90 Gulley Box PVC 6"
no
550.00
91 Half round tiles
No
5.00
Doz
43.00
76a G.I.Hook 5/16"x4 1/4"
81a Glass Panes Tinted (5mm)
91a Bras Sancy 1 1/4" 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
Pair
110.00
Day
2520.00
95a Hinges 4"x2 1/2" Brass oxidised 97 Hire of mixtur, vibrator, wages of operator 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 127 Limpet washers
Bushel No
257.00 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
sft
94.00
s.ft
45.00
sq.ft.
90.00
181a Planks 1" Special Upper Class Timber 182 Planks 1" Class II 182b Planks 3/4" 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
Cube
1700.00
197 River Sand 198 Drive screws and washers 198a Ring 1 1/2" Brass 199 Rawl plugs & 2" Screws
no.
6.00
no
25.00
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
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
232a Tiles 1'-0"x1'-0" floor
255 transport 1 st Mile 1002 transport every additional Miles 257 Unskilled labour
1 mile
0.00
1mile
0.00
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
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
268a Wood preservative
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
No
1150.00
357a Cistern plastic 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
379 70S-1002-1
L.ft
64.60
380 70S-1102-1
L.ft
44.50
ALUMINIUM MEMBERS
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
410 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
Allowing of water
420 Allowance type 6
Sum
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
DEMOLISHER EXCAVATOR CONCRETOR BLOCK MASONRY BRICKLAYER MASON PAVIOR PLASTERER ROOFER CARPENTER & JOINTER PAINTER & DECORATOR BRASS FOUNDER IRON MONGER TINKER PLUMBER MISCELLANEOUS ANGLE IRON ALUMINIUM WORK
Analysis (page)
Summary (page)
1--9
1--3
10--11
4--4
12--23
5--7
24--24
7--7
25--30
8--9
31--31
9--9
32--33
10--10
34--39
11--12
40--42
13--13
43--58
14--17
59--64
18--19
65--68
20--21
69--69
22--22
70--71
22--22
72--86
23--26
87--90
27--27
91--95
28--29
96--99
30--30
Analysis 1st half - Mullaitivu
Page 2 of 473 SUMMARY. APPROVED B.S.R FOR THE FIRST HALF 0F 2004 IN DEMOLISHER. NO 1/1
DESCRIPTION OF WORK
UNIT
RATE (1st)
Cube
973.00
m3
344.00
Cube
778.00
and debris cleared.
m3
275.00
Ceiling, existing removed materials stacked
Sqr
247.00
and debris cleared.
m2
26.60
Cement concrete demolished, and debris
Sqr
1667.00
cleared away.
m2
179.00
suspended floors reinforcement removed and
Sqr
2408.00
debris cleared.
m2
259.00
Aluminium Alloy removed from roof or walls
Sqr
281.00
and stacked.
m2
30.20
Corrugated sheets iron or asbestos or aluminium alloy
Sqr
304.00
removed from roofs or walls of 2 storeyed buildings
m2
33.00
No
371.00
No
556.00
No
57.00
- do -
No
86.00
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
Brick work in Cement, demolished brick stacked and debris cleared.
2/1
5/2
6/2
7/2
8/2
9/3
11/3
Brick work in lime, demolished brick stacked
Cement concrete, reinforced demolished in
Corrugated Sheets, Iron, Asbestoes or
Door or Window, size up to 40 S.ft removed from existing walls and door or stacked.
12/3
Doors for window, size over 40 S.ft removed - do -
13/4
- do -
Door or window, sash only, up to 40 S.ft removed from existing walls and stacked.
14/4
Door or window, sash only, over 40 S.ft - do -
15/4
Analysis 1st half - Mullaitivu
Page 3 of 473
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
Analysis 1st half - Mullaitivu
Page 4 of 473 NO 19/5
DESCRIPTION OF WORK
UNIT
RATE (1st)
Floors brick paved, demolished and debris
Sqr
278.00
cleared away.
m2
30.00
No
371.00
Sq.ft
16.90
removed and stacked.
m2
182.00
Gutter, Eaves, removed and stacked from roofs of
L.ft
2.40
single story buildings.
L.m
7.90
Gutter, Eaves removed from roofs of two storeyed
L.ft
3.60
buildings and stracked.
L.m
11.80
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
Rendering cement, chipped and debris cleared away
Sqr
625.00
from cement concrete floors and walls.
m2
67.00
materials and cleaning debris in single storey
Sqr
524.00
building.
m2
56.00
Roof, removing tiles and timber stacking serviceable
Sqr
719.00
material and cleaning debris in two storeyed building.
m2
77.00
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).
21/6
22/6
23/6
25/7
28/8
29/8
30/8
32/9
Glass panes in doors, windows and fanlights
Roofing removing tiles and timber stacking, serviceable
Rubble masonry in cement, demolished rubble stacked and debris cleared away.
33/9
Rubble masonry in lime demolished rubble stacked and debris cleared away
Analysis 1st half - Mullaitivu
Cube
1216.00
m3
430.00
Cube
778.00
m3
275.00
Page 5 of 473
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
Tiles calicut of half round removed from
Sqr
292.00
roof of 2 storeyed buildings and stacked.
m2
31.00
36/10 NO 28
DESCRIPTION OF WORK
40/11
RATE (1st)
Tiles calicut of half round removed from roof of two storeyed buildings and stacked.
39/11
UNIT
Sqr
224.00
work, stacking serviceable materials single storey
Sqr
931.00
building (and debris cleared away in single).
m2
100.00
Ceiling asbestos removing including timber frame
Sqr
1125.00
work,
m2
121.00
Valance/ Barge boarding removed materials stacked
L.ft
2.40
and debris cleared away in single storey building.
L.m
7.90
Valance/ Barge boarding removed
L.ft
3.60
L.m
11.80
Sq.ft
542.00
m2
58.00
Ceiling asbestoes removing including timber frame
- do -
- do -
in two
storeyed building. 41/11
42/11
- do -
- do - in 2 storeyed building. 43/12
Cement plastering, soffit chipped and debris cleared away.
Analysis 1st half - Mullaitivu
Page 6 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU EXCAVATOR. NO 1
DESCRIPTION OF WORK
UNIT
RATE (1st)
Drains, earth, in any soil except rock requiring blasting cut to gradient and
cube
529.00
m3
187.00
cube
622.00
m3
220.00
cube
725.00
m3
256.00
Filling under floor with gravel or other
cube
3001.00
approved quality of filling spread water
m3
1060.00
cube
2314.00
m3
818.00
cube
205.00
shaped as directed soil deposited within site. 2/13
Excavation in any soil except rock requiring blasting part returnfill in and ram, and surplus disposed of within site as directed.
4/14
Filling under floor with gravel or other approved quality of filling, spread, watered and well rammed in 3" layers with available earth.
6/14
and rammed in 3" layers (material not available at site). 7/15
8/15
External Filling.(Material not available at site)
External Filling.(Material available at site)
Analysis 1st half - Mullaitivu
Page 7 of 473 m3
73.00
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU CONCRETOR. NO 1/15
DESCRIPTION OF WORK Cement concrete 1:3:6 with 2" metel, above one cube (shuttering paid for seperately).
2/15
Cement concrete 1:3:6 (2") upto one cube shuttering paid for seperately.
3/15
Cement concrete 1:2 1/2:5 (1") above one cube (shuttering paid for seperately).
2a/16
Cement concrete 1:3:6 (1 1/2") above 1 cube (shuttering paid for seperately).
2c/16
Cement concrete 1:3:6 (1") above 1 cube (shuttering paid for seperately).
Analysis 1st half - Mullaitivu
UNIT
RATE (1st)
Cube
20647.00
m3
7296.00
Cube
21388.00
m3
7558.00
Cube
22842.00
m3
8071.00
Cube
20840.00
m3
7364.00
Cube
21353.00
m3
7545.00
Page 8 of 473 4/16
Cement concrete 1:2 1/2:5 (1") upto one cube
Cube
23583.00
m3
8333.00
Cube
24675.00
m3
8719.00
Cube
25416.00
m3
8981.00
inclusive of 1/2" cement rendering 1:3 and expansion
L.ft
286.00
joints as necessary excavation (without ramp).
L.m
938.00
Lintol cement concrete 1:2:4 (3/4") 4 1/2"x6"
L.ft
120.00
(Reinforcement paid seperately).
L.m
394.00
Lintol cement concrete 1:2:4 (3/4") 9"x6" (Reinforcement
L.ft
162.00
paid seperately).
L.m
531.00
Lintol cement concrete 1:2:4 (3/4") 9"x9" )Reinforcement
L.ft
218.00
paid seperately).
L.m
715.00
No
315.00
No
118.00
reinforced with expended metal and 1/2" cement rendered
S.ft
111.00
1:2 (R/F paid for seperately).
m2
1195.00
(shuttering paid for seperately). 5/16
Cement concrete 1:2:4 (3/4") above one cube (shuttering paid for seperately).
6/16
Cement concrete 1:2:4 (3/4") upto one cube (shuttering paid for seperately).
11/18
Drains, semi circular, in cement concrete 1:3:6 (1") 9" wide and 9" average depth, with 3" thick sides and base
12/19
13/19
14/20
19/22
Padstones, cement concrete 1:2:4 (3/4") precast or in situ.Size 1-6x1-1 1/2x0-6
19a/22
Padstones, cement concrete 1:2:4 (3/4") precast or in situ.Size 1-6x0-6x0-6
21/23
Slabs over drain, cement concrete 3" thick 1:2:4(3/4")
NO 21a/23
25a/25
23/24
DESCRIPTION OF WORK
UNIT
RATE (1st)
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
Cement concrete 1:1 1/2:3 (3/4").
Cube
27551.00
m3
9735.00
No
29.00
Supr stone, cement concrete 1:2:4 (3/4") for door posts supplied and fixed.
Analysis 1st half - Mullaitivu
Page 9 of 473
25/25
Cement concrete 1:2 1/2":5(1") using mixer and vibrator (shuttering paid for
Cube
24048.00
m3
8498.00
Cube
26830.00
m3
9481.00
Cube
27571.00
m3
9742.00
Cube
28682.00
m3
10135.00
Cube
26700.00
m3
9435.00
Cube
27441.00
m3
9696.00
Cube
28552.00
m3
10089.00
Sqr
3988.00
m2
429.00
Sq.ft
60.00
9"x9"x4" 4 ft heigh I.e 4 1/2" ft box).
m2
646.00
Shuttering for footing and walls etc.
Sq.ft
16.00
m2
172.16
Sq.ft
43.00
m2
463.00
seperately). 26/25
Cement concrete 1:2:4(3/4") in column shafts (Reinforcement shuttering and finishes paid for seperately) in guard floor using mixer and vibrator.
27/25
28/25
29/26
Cement concrete as per Item 61 in 1st floor.
Cement concrete as per Item 61 in 2nd floor.
Cement concrete 1:2:4 (3/4") in beams in ground floor (reinforcements shuttering and finishes paid for seperately) using mixer and vibrator.
30/26
31/26
32/26
33/27
33a/27
34/27
Cement concrete as per Item 29 in 1st floor.
Cement concrete as per Item 29 in 2nd floor.
Shuttering for floor slab concrete and dismantling.
Shuttering for column shaft and diamantling (for column
Shuttering for beam including dismantling (12"x18" beam 20 ft long).
35/28
Cement concrete 1:2"4(3/4") lintol in ground floor Reinforcement and shuttering paid for seperately using mixer and vobrator.
NO
DESCRIPTION OF WORK
Analysis 1st half - Mullaitivu
Cube
26678.00
m3
9427.00
UNIT
RATE (1st)
Page 10 of 473 36/28
37/28
38/29
Cement concrete lintols as per Item (71) in 1st floor.
Cube
27419.00
m3
9689.00
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
5" thick R.C.C in 1st floor
Sqr
10712.00
m2
1153.00
1/2" cement rendering 1:3 with necessary expension, joints
L.ft
0.00
and excavation, but without ramp
L.m
0.00
Drains in cement concrete 1:3:6(1") as above
L.ft
463.00
But with ramp 2' 6" wide
L.m
1518.00
Cube
16630.00
sand 1:5 mix
m3
5876.00
4" thick cement sand block 1:6 mix masonry
Sqr
6081.00
in cement sand 1:5 mix
m2
655.00
- do 39/29
- do - do -
Drains semi circular in cement concrete 1:3:6 (1") wide and 9" average depth, 3" thick sides and base, inclusive of
40/29
BLOCK MASONRY 1
2
Cement sand block in 1:6 mix in cement
Analysis 1st half - Mullaitivu
Page 11 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU BRICKLAYER. NO 2/30
DESCRIPTION OF WORK Brick work in cement mortar (1:5) above 1 cube (up to 1st
16820.00
m3
5943.00
Cube
17690.00
m3
6251.00
Cube
18559.00
m3
6558.00
Sqr
6593.00
m2
710.00
Sqr
6982.00
m2
752.00
Extra over Item 2-5 and 9-11 for brick
Cube
584.00
work from 1st floor level up 2nd floor.
m3
206.00
Sqrs
195.00
1st floor level to 2nd floor.
m2
21.00
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
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
Doors or window inserted in existing walls including
No
4121.00
as necessary, including necessary excavation (apron paid
L.ft
329.00
for seperately).
L.m
1079.00
3/30
- do -
up to one cube
- do -
- do -
6/31
7/32
12/33
14/34
19/35
20/35
24/37
RATE (1st)
Cube
floor level).
4/31
UNIT
Brick work in cement mortar 1:5 in piers (in ground floor).
Brick work 4 1/2" thick in cement mortar 1:5 above 1 square.
- do -
up to one Sqrs.
Extra over Items 6-8 for brickwork from
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
Analysis 1st half - Mullaitivu
Page 12 of 473 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
28/38
30/39
as necessary, including necessary excavation (apron paid
L.ft
217.00
for seperately).
L.m
712.00
cement mortar 1:5 rendered 1/2" cement 1:2 with foundation
L.ft
170.00
6" below ground.
L.m
558.00
Steps 12" wide and 6" to 9" high masonary or brick work in
Brick work in cement and sand 1:8 in foundation and upto D.P.C.
31/40
Brick work in cement and sand 1:8 in super structure in ground floor.
Analysis 1st half - Mullaitivu
Cube
15894.00
m3
5616.00
Cube
16357.00
m3
5780.00
Page 13 of 473 NO
DESCRIPTION OF WORK
32/40
- do -
33/40
- do -
in 1st floor.
in 2nd floor.
UNIT
RATE (1st)
Cube
16941.00
m3
5986.00
Cube
18108.00
m3
6399.00
MASON. NO 1/41
DESCRIPTION OF WORK Random Rubble Masonary in cement mortar 1:5 above 1 cube.
2/41
- do -
up to one cube.
Analysis 1st half - Mullaitivu
UNIT
RATE (1st)
Cube
15823.00
m3
5591.00
Cube
16379.00
m3
5788.00
Page 14 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU PAVIOR. NO 1/43
2/43
5/44
12/46
DESCRIPTION OF WORK
UNIT
RATE (1st)
Exapansion joints in brick floors, filled with bitumen
L.ft
7.00
and sand.
L.m
23.00
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
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
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
Tiles glazed(colour)6"x6", with all
S.ft
128.00
specials, supplied and fixed to walls
m2
1378.00
Tiles 8"x8", pressed of approved pattern and
S.ft
125.00
colour, supplied and fixed.
m2
1350.00
cement mortar 1:2. 12/46
including raking plaster and bedding in cement mortar 1:2. 12d/46
Analysis 1st half - Mullaitivu
Page 15 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU PLASTERER. NO 4/139
DESCRIPTION OF WORK Cracks in wall, plastered in cement 1:3
RATE (1st)
L.ft
12.00
m
39.00
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
Rendering cement 1/2", 1:2 above 1
Sqr
1971.00
Square.
m2
212.00
Rendering cement 1/2", 1:2 upto 1 square
Sqr
2110.00
m2
227.00
Sqr
1716.00
m2
185.00
Sqr
1855.00
m2
200.00
Rendering, cement 3/4", 1:2 above 1
Sqr
2790.00
Square.
m2
300.00
Rendering, cement 3/4", 1:2 upto 1 square
Sqr
2975.00
m2
320.00
after chipping 2" to 4" wide 9/141
UNIT
mortar 1:1:4 14/142
15/142
16/143
17/143
18/143
19/143
Rendering cement 1/2", 1:3 above 1 Square.
Rendering cement 1/2", 1:3 upto 1 Square
Analysis 1st half - Mullaitivu
Page 16 of 473
20/144
21/144
22/144
25/145
26/145
Rendering, cement 3/4", 1:3 above 1
Sqr
2493.00
Square.
m2
268.00
Rendering, cement 3/4", 1:3 upto 1 square
Sqr
2679.00
m2
288.00
cement finished smooth with Carborandum
Sqr
587.00
stone
m2
63.00
Rendering, cement, floating coat using Red
Rendering cement 3/4", 1:2 with Pudlo 5lbs
Sqrs
3228.00
to 100 lbs cement
m2
347.00
Skirting in cement mortar 1:3, 1/2"x4"
L.ft
30.00
projected or flush with wall, and
L.m
98.00
Red cement floating, including forming
L.ft
51.00
groove.
L.m
167.00
including forming groove. 27/145
Skirting in cement mortar 1:3, 1/2"x6" projected or flush with all finished with
NO 28/146
29/146
29a/146
DESCRIPTION OF WORK
29c/146
29d/146
RATE (1st)
3/8" thick plastering to RCC beams, slab
Sqrs
2601.00
soffit in cement sand 1:3 .with lime putty
m2
280.00
Sqrs
3681.00
finished smooth with 2 coats of hot tar.
m2
396.00
3/8" thick cement and sand plastering to
Sqrs
2348.00
m2
253.00
Sqrs
1615.00
m2
174.00
Sqrs
1681.00
m2
181.00
Cracks in wall Plastered in cement 1:3
L.ft
13.00
after chipping 2" to 4" wide
L.m
42.00
D.P.C. 3/4" thick in cement, sand 1:2
column and beam 29b/146
UNIT
1/2" thick cement plastering 1:4 mix
5/8" thick cement plastering 1:4 mix
Analysis 1st half - Mullaitivu
Page 17 of 473 29e/146
Plinth plastering 1/2" thick 1:3 cement and sand with red cement floating
Sqrs
2303.00
m2
248.00
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU ROOFER. NO 5/49
DESCRIPTION OF WORK
UNIT
RATE (1st)
Corrugated asbestos sheet roofing on special upper cl. Timber/kempas purlines supplied and fixed complete including treating timber with wood preservative two coats (ridging measured seperately).
7/50
Corrugated asbestos sheet fixed to roof or wall on existing frame work with
Analysis 1st half - Mullaitivu
Sqrs
10298.00
m2
1109.00
Page 18 of 473 necessary coach screws and limpet
Sqrs
4705.00
m2
506.00
Cement and lime mortar 1:1:4, Coloured
L.ft
78.00
to match tiles.
L.m
256.00
cement and lime mortar 1:1:4 coloured
L.ft
49.00
to match tiles (tiles available at site)
L.m
161.00
fitting ridges fixed complete with
L.ft
149.00
roofing screws or hook bolts.
L.m
489.00
No
28.00
storey Building.
No
24.00
Tiles calicut pattern supplied and laid
Sqr
2750.00
in any Building.
m2
296.00
Tiles, calicut pattern, laid in any
Sqr
185.00
Buildings(tiles available at site).
m2
20.00
Shifting and re-laying calicut pattern
Sqr
370.00
tiles.
m2
40.00
Supplying and laying half round tiles
Sqr
2649.00
on the existing asbestos roof.
m2
285.00
washers, or hook bolts.& with 2 coats wood Preservative to existing frame work 18/53
19/53
21/54
26/55
Ridging, calicut pattern bedded in
Ridging, Calicut Pattern bedded in
Ridging with asbestos cement close
Tiles, calicut pattern, flat supplied and laid up to 5 tiles in single storey building
27/56
Tiles, calicut pattern flat supplied and laid (above 5 and up to 25) in single
30/56
31/56
43/53
44/59
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU CARPENTER & JOINTER. NO
DESCRIPTION OF WORK
Analysis 1st half - Mullaitivu
UNIT
RATE (1st)
Page 19 of 473 8/63
Boards, Barge, Valance, Fascia, 3/4" to 1" thick in class.II Local timber fixed complete with necessary Brass screws new or
12/64
3/61A
14/65
renewed above 1 C.ft.( 9" width) with 1 coat
L.ft
95.00
primer & 2 coat of enamel painting
L.m
310.00
available fixed including cutting and
s.ft
42.00
minor repairs.with 2 coats enamel painting
m2
452.00
2"x1/2" plain chamfered, fixed with brass
L.ft
11.00
screws
L.m
36.00
Sqr
12087.00
m2
1299.68
bothways Rate to include 2 coats tarnap to
Sqr
14211.00
timber and 2 coats emulsion
m2
1530.00
Boardes, Barge, Valance, Facia,
Beadings, Class I local timber 1 1/2" to
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").
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
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
Analysis 1st half - Mullaitivu
Page 20 of 473 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 14c/65
14d/65
14e/65
26/68A
28/69
DESCRIPTION OF WORK
UNIT
RATE (1st)
As per Item No.14 with only 2"x2"beares
Sqr
10874.00
in eaves ceiling.
m2
1171.00
2 coats of oil paint to beading and
Sqr
1018.00
moulding.
m2
109.46
Ceiling, upper side cleaned and debris
Sqr
92.00
cleared away.
m2
10.00
with brass screws and plugs new or
L.ft
16.00
renewed.
L.m
54.00
7/8" thick sashes in class1 timber
S.ft
394.00
with brass fittings.
m2
4234.00
Sash only, in class 1 timber
S.ft
252.00
fixed with brass furniture.
m2
2717.00
upper Class timber/kempas fixed complete
S.ft
509.00
with brass furniture.
m2
5472.00
Battened sash only 1" to 11/8" thick in sp.
S.ft
377.00
upper class timber/kempas fixed completed with
m2
4061.00
-do-
-do-
White washing to ceiling 2 coats and
Cove mouldings Cl.I 2 1/2"x1 1/2" fixed
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
30/70
32/70
- do -
- do -
Doors or Windows, framed and battened, sash 1" to 1 1/8" thick in Special
32a/70
brass fittings 42/74
Doors or Windows, glazed and/or pannelled with 3 3/4"x2 3/4" frames and
Analysis 1st half - Mullaitivu
Page 21 of 473
44/75
1 1/8" to 1 1/4" sashes in special upper
S.ft
479.00
Class I timber/kempas fixed.
m2
5155.00
in Special upper class timber/kempas with brass
S.ft
416.00
furniture.
m2
4474.00
upper class timber/kempas, fixed complete with
S.ft
425.00
brass furniture.
m2
4568.00
Doors or Windows, glazed or pannelled sash only 1 1/8" to 1 1/4" thick
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
NO 52/78
53/78
DESCRIPTION OF WORK
UNIT
RATE (1st)
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
Door or Window, removing easing and
Per
re-fixing.
sash
171.00
Per sash
67.00
short lengths with special upper Class
L.ft
304.00
timber/kempas.
L.m
997.12
Reepers 2"x1" in Class I timber supplied
L.ft
12.00
and fixed new or renewed with iron
L.m
41.00
L.ft
11.00
L.m
36.00
class/Kempus frame work complete with ridges,
Sqr
14294.00
hips etc.
m2
1539.00
54/78
Door or Window, easing only.
55/79
Door or Window frames renewed in
Assume 3'-0" Length of frame renewed 100/92
nails, up to 100 L.ft (shiffting of tiles paid for seperately). re-fixed in new position. 101/92
- do -
- do -
over 100 L.ft. Per 100 L.ft 107/94
Roof with calicut pattern tiles on spl upper
Analysis 1st half - Mullaitivu
Page 22 of 473
107a/94
gable end roof
- do -
Sqr
12093.00
- do -.
m2
1302.00
required sizes and fixed in roof and
C.ft
436.00
other carpentry work.
m3
15387.00
renewed in roof and other carpentry
C.ft
1861.00
work.
m3
65672.00
2" apart diagonally or horizontally and
S.ft
504.00
vertically on 4"x2" Milla timber framing.
m2
5425.00
Door frame 4"x3" in spl upper class timber/kempas
S.ft
239.00
supplied and fixed in position
m2
2575.00
Timber fixed or renewed in post and frames
C.ft
2152.00
- do 117/97
121/98
135/101
138/102
118/97
Timber available, sorted out, cut to
Timber special upper Class/kempas fixed or
Trellis partition with 1/2"x1/2" laths fixed
NO 140/103
DESCRIPTION OF WORK
UNIT
RATE (1st)
Door 1 1/4" thick plywood ordinary sash single (ordinary finish) hung on 4"x3"
140a/103
142/104
frame in Special upper class timber/kempas and
S.ft
321.00
complete with brass furniture with mortice lock
m2
3458.00
As per Item No 140 -do- -do- but with marine type
S.ft
365.00
2'3"x6'9".
m2
3927.00
Supplying and fixing Plywood door 1 1/4" thick
S.ft
207.00
single (Ordinary finish) to the existing frame
m2
2230.00
S.ft
219.00
m2
2356.00
with brass fittings with mortice lock 143/104
-do-
-do-
plywood Marine type 1 1/4" thick
single hung to existing frame with fitting
Analysis 1st half - Mullaitivu
Page 23 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU PAINTER & DECORATOR. NO 13/165
DESCRIPTION OF WORK
ground. Lettering 2" to 3" - do 15/166
Lettering 4" to 5" - do -
23/168
RATE (1st)
Lettering 1" to 1 1/2" painted in sinhalese English or Tamil, including painting
14/165
UNIT Per Letter
- do -
Per
- do -.
Letter
- do - do -.
Painting, enamel paint including washing
Analysis 1st half - Mullaitivu
42.00
50.00
Per Letter
70.00
Page 24 of 473
24/168
25/168
25a/168
27/169
cleaning and smoothing down with sand
Sqr
741.00
paper, 1 coat.
m2
80.00
Painting enamel paint
- do -
Sqr
1415.00
- do -
2 coats.
m2
152.00
Painting New wood 1 Coat primer & 2 Coats
Sqr
2114.00
Enamel paint
m2
228.00
Painting new wood work and 2 coats of
Sqr
1405.00
enamel paint.
m2
151.00
Painting Steel work, 1 coat, with
Sqr
616.00
Anticrosive paint including removing
m2
66.00
oxide including removing scale and
Sqr
1136.00
wire brushing.
m2
122.00
Painting walls with emulsion paint 1 coat
Sqr
534.00
(new coat).
m2
58.00
Painting walls with weather shield 1 coat
Sqr
607.00
( New work )
m2
65.00
Painting walls with Emulsion paint, 2
Sqr
957.00
coats (new work).
m2
103.00
Painting walls with 2 coats of weather shield paint
Sqr
1118.00
( New work )
m2
120.00
coat including preparing surface of old
Sqr
625.00
work.
m2
67.00
scale and wire brushing. 28/169
30/169
30a/169
31/170
31a/170
32/170
Painting Steel work, 2 coats, with Red
Painting walls with Emulsion paint, 1
NO 32a/170
DESCRIPTION OF WORK
UNIT
RATE (1st)
Painting walls with weather shield paint
Sqr
698.00
1 coat ( Old work )
m2
75.00
Sqr
1049.00
m2
113.00
33/170
- do 2 coats
- do - do -
- do -.
Analysis 1st half - Mullaitivu
Page 25 of 473
33a/170
40/172
41/172
44/173
45/173
49/174
50/174
Painting walls with weather shield paint
Sqr
1210.00
2 coat ( Old work )
m2
130.00
Tarnap or other wood preservative,
Sqr
253.00
applied to wood work 1 coat (old work).
m2
27.00
Tarnap or other wood preservative,
Sqr
460.00
applied to wood work 2 coats (new work).
m2
50.00
Varnishing with best copal varnish after
Sqr
867.00
washing down and sand papering 1 coat.
m2
93.00
- do -
- do -
Sqr
1507.00
- do -
2 coats.
m2
162.00
storey buildings 1 coat, including
Sqr
120.00
patching and preparing surface.
m2
12.90
- do -
Sqr
208.00
- do -.
m2
22.00
White or colourwashing walls of single
- do 2 coats
Analysis 1st half - Mullaitivu
Page 26 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU BRASS FOUNDER. Item 4/127
Description
Unit
RATE (1st)
Bolts barrel 4", brass oxidised heavy quality supplied and fixed with brass screws.
6/128
- do -
6"
- do 18/130
- do -
- do -
4"x4"
- do - do -
31/133
170.00
No
154.00
No
102.00
No
300.00
No
379.00
No
277.00
Set
128.00
No
56.00
No
869.00
But hinges 4"x3" brass oxidised heavy quality
- do 29a/132
No
Fanlight Catches brass oxidised heavy
supplied and fixed with brass screws complete. 29/132
185.00
Casement stays 10", brass oxidised heavy
quality with brass screws fixed complete. 27/132
No
Casement fastner with mortice plate, brass oxidised
quality supplied and fixed. 21/131
138.00
- do -
heavy quality supplied and fixed with brass screws. 19/130
No
- do - do -
4"x2 1/2"
- do - do -
Hinges centre pivot (consisting of 2 pieces) brass oxidised heavy quality supplied and fixed with brass screws complete.
31a/133
Rings, brass 1 3/4" to 1 1/2" supplied and fixed to doors and windows with brass screws.
51/137
Lock Mortice Vinion /concord single supplied and fixed.
52/137
Lock Mortice Vinion/concord double, supplied
Analysis 1st half - Mullaitivu
Page 27 of 473 and fixed. 53/137
53a/137
No
2066.00
No
3728.00
Mortice Lock Union ( English) double supplied and fixed.
Item
1442.00
Mortice Lock Union ( English) single supplied and fixed.
54/137
No
Description
Unit
RATE (1st)
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
Analysis 1st half - Mullaitivu
Page 28 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU IRON MONGER. Item 49/119
DESCRIPTION OF WORK
Pair
298.00
No
636.00
window frame at 4" cetres & painted
L.ft
60.00
with one coat red lead & 2 coats aluminium
L.m
199.00
1/2" dia
L.ft
37.00
L.m
124.00
Locks, rim 6" iron, superior quality, heavy type, s/f. with iron screws complete.
67/123
67e/123
RATE (1st)
Hinges T, 10" Iron, heavy quality supplied and fixed with iron screws complete.
60/121
Unit
M.S.Bars 5/8" dia supplied & fixed in
- do -
- do -
Analysis 1st half - Mullaitivu
Page 29 of 473
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU TINKER. Item 9/150
DESCRIPTION OF WORK
Unit
RATE (1st)
Flashing G.I.22 B.W.G. 1'6" wide, fixed with 6" turned up along, and top edge
29/156
tucked well into wall in cement and
L.ft
152.00
lime mortar.
L,m
498.00
tarred, joints soldered and cement,
L.ft
342.00
lime filletting complete.
L,m
1121.00
boarding sheet tarred, joints soldered and
L.ft
572.00
cement lime filletting complete.
L,m
1875.00
Gutters, Valley 20 B.W.G 36" wide, renewed on existing board, sheets
34/158
-Do-
renewed including 1" thick timber
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU 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,
No
2979.00
No
485.00
water plug, new brackets, supplied & fixed complete. (Additional tap, trap, and outlet pipe paid for seperately). 17/182
Basin, sink or urinal including all fittings removed and walls made good
Analysis 1st half - Mullaitivu
Page 30 of 473
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
32/186
No
889.00
No
612.00
No
6891.00
No
2022.00
No
866.00
No
232.00
No
619.00
No
2061.00
No
785.00
Closet, pedestal type, disconnecting and plugging sewer connection and making good all affected walls and floors
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.
35/186
Closet squatting type, with trap supplied & fixed.
36/187
Closet, squatting type, removed, sewer connections plugged and floor made good.
40/188
Cocks, brass bib 1/2" supplied & fixed (Heavy quality).
66/193
Flushing Cistern fixed complete low level (Ceremics).meterial available
66a/193
Flushing cistern, low level, plastic supplied and fixed complete.
86/197
Mirror, bath room type, supplied & fixed to wall with Rawl plugs and plastic frames.
Item
Description
147/214
Shower rose, 6" pvc supplied & fixed.
153/215
Sink, glazed, earthenware 24"x15"x8"
Unit
RATE (1st)
No
599.00
No
2936.00
supplied and fixed with waste plug, complete (pedestal paid seperately).
Analysis 1st half - Mullaitivu
Page 31 of 473 147a/214
Towel rail 2'-0" long 3/4" dia chromium plated.
171/219
173/220
No
410.00
fixed to wall with rawl plugs.
No
293.00
Stop cocks, 1/2" supplied & fixed
No
234.00
No
267.00
No
280.00
No
433.00
No
463.00
Plastic L.D. make).
No
538.00
As per Item No. 178a (Gate valve 2")
No
1005.00
No
#N/A
plugs.
No
320.00
Pipes pvc 1/2" supplied & fixed.
L.ft
13.00
L.m
42.00
L.ft
20.00
L.m
65.00
L.ft
39.00
L.m
129.00
L.ft
28.00
Soap tray, white porcelain, supplied and
Plastic L.D. make). 174/220
Stop cocks, 3/4" supplied and fixed. Plastic L.D. make).
175/220
Stop cocks, 1" supplied and fixed. Plastic L.D. make).
176/220
Stop cocks, 1 1/4" supplied and fixed. ( Plastic L.D. Model )
177/220
Stop cocks, 1 1/2" supplied and fixed. Plastic L.D. make).
178/221
178a/221
Stop cocks, 2" supplied and fixed.
English make 178b/221
Non return valve English 2" dia
200/228
Tooth brush holder, chromium plated supplied and fixed to wall with Rawl
292/240 293/240
294/240
294a/240
Pipes pvc 3/4" supplied & fixed.
Pipes pvc 1" supplied & fixed 1000 type.
pipes pvc 1" supplied & fixed 600 type.
Analysis 1st half - Mullaitivu
Page 32 of 473 L.m Item 295/240
295a/240
Description Pipes pvc 1 1/4" supplied & fixed 1000 type.
Pipes pvc 1 1/4" supplied & fixed 600 type.
Unit
92.00 RATE (1st)
L.ft
53.00
L.m
175.00
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
pvc pipe 1 1/2" (600 type) supplied &
L.ft
47.00
fixed with excavation.
L.m
154.00
pvc pipe 1 1/2" (600 type) supplied &
L.ft
38.00
fixed with out excavation.
L.m
126.00
Pipes pvc 2" (1000 type) supplied & fixed.
L.ft
118.00
With excavation
L.m
388.00
pvc pipe 2" (1000 type) supplied &
L.ft
110.00
fixed with out excavation.
L.m
361.00
pvc pipe 2" (600 type) supplied &
L.ft
71.00
fixed with excavation.
L.m
233.00
pvc pipe 2" (600 type) supplied &
L.ft
63.00
fixed with out excavation.
L.m
206.00
Eaves gutters 6" square type pvc fixed
L.ft
88.00
with PVC brackets. (1' - 6 " Crs)
L.m
288.00
Down Pipe 3 1/2" Dia P.V.C Fixed with
L.ft
81.00
Wooden Plug to wall etc.
L.m
264.00
PVC 4" ( 600 type ) pipe supplied and fixed on walls
L.ft
227.00
L.m
743.00
296b/241
296c/240
297/241
297a/241
297b/241
297c/241
310/243
311/244
311a/244
Analysis 1st half - Mullaitivu
Page 33 of 473 5/245
Drains, pvc 400 type 4" laid on cement concrete 6" thick upto 2'-0" depth of
13/246
invert including excavation and cement
L.ft
357.00
concrete haunching (1:3:6 - 1" metal).
L.m
1171.00
No
627.00
Gulley pvc 6" supplied & fixed including gulley box.
Item 18/247
Description
Unit
RATE (1st)
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.
19/247
- do -.
Manhold 3' 6" x 2' 3" & 4' to 6' deep 9" thick -do
23/248
5097.00
No
8842.00
No
13518.00
no
797.00
Manhole 3'6"x2'3" & 2'0" to 4'0" deep - do -
20/248
No
-do-
Manhole cover reinforced concrete 3" thick 2'-0x2'-0" approx. supplied & fixed 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
Analysis 1st half - Mullaitivu
Page 34 of 473
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
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU MISCELLANEOUS Item 6/251
15/253
Description
Unit
RATE (1st)
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
per post
808.00
per post
901.00
per post
4818.00
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.
16/253 17/253
- do -
- do -
7'6" high
- do -.
End post and strut for Type barbed wire fence fixed complete in cement concrete as per Drg. 68 of 1936.
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
Analysis 1st half - Mullaitivu
Page 35 of 473 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
18A/254
with 4 Nos. 1/2" rods. ( including
L.ft
208.00
white washing 2 coats)
L.m
683.00
- Do - do -
- do -
- do -
- do -
L.ft
214.00
- do -
L.m
703.00
No
292.00
L.ft
111.00
6 Strands
- do 19/254
- do - do -
Straining Bolts 1/2" dia made and fixed 18" long (Approx).
21/255
Well, bailing out water 5' to 7' dia. Upto 20' depth including cleaning well.
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN MULLAITIVU ANGLE IRON Item 1/A
Description
Unit
RATE (1st)
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
2/A
3/A
10mm tor steel welded to purlins where ever necessary and
L.ft
121.00
with 1:2:4 concreting.
L.m
397.00
62.5mmx62.5mmx6mm Angle iron purlin
L.ft
145.00
-DO-
L.m
474.00
L.ft
173.00
-DO-
75mm x 75mm x 6mm Angle Iron purlin
Analysis 1st half - Mullaitivu
Page 36 of 473 -DO4/A
-DO-
L.m
569.00
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
End Truss-2/62.5mm x 62.5mm x 6mm
L.ft
403.00
-DO-
L.m
1323.00
End Truss-2/75mm x 75mm x 6mm
L.ft
455.00
-DO-
L.m
1491.00
& bolts & nuts
No
41.00
31mm x 6mm - Flat Iron - 1'-0" long
No
49.00
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
Supplying & fixing 'H' iron 6" x 3" 6mm
L.ft
#N/A
with necessary cleats to housing props
L.m
#N/A
Supplying & fixing ' H ' Iron 8" x 4"
L.ft
81.00
(6mm) with necessary cleats -do-
L.m
265.00
12mm dia 9" long welded to end truss with 2 coats of anticorrosive paint 5/A
6/A
7/A
-DO-
-DO-
25mm x 6mm - Flat Iron - 1'-0" long weld to end purlin as bracket to fix valance board with two coats of anticorrosive paint
8/A
-DO9/A
-DO-
concreting with 4 nos 16mm 9" long Rag bolt with 2 nos 9"x9" 10mm Ms base plate 10/A
including 2 coats of anticorrosive painting 11/A Item 12/A
Description 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
Analysis 1st half - Mullaitivu
Unit
RATE (1st)
Page 37 of 473 Anticorrosive paint and 2 coats enamel paint
per piller
& 2 coats ofwhite washing to pillers as directed
APPROVED B.S.R FOR THE FIRST HALF OF 2004 IN ALUMINIUM WORK
Analysis 1st half - Mullaitivu
21610.00
Page 38 of 473 Item 1/AL
2/AL
3/AL
4/AL
5/AL
6/AL
7/AL
Description Aluminium Partition with sliding door
Unit
RATE (1st)
S.ft
353.00
m2
3797.00
S.ft
610.00
m2
6569.00
S.ft
143.00
m2
1544.00
S.ft
735.00
m2
7906.00
Al Double hung Door with panneled and
S.ft
733.00
glazed
m2
7885.00
Al single hung Door with fully glazed
S.ft
702.00
m2
7550.00
Al Single hung Door with panneled and
S.ft
700.00
glazed
m2
7528.00
Aluminium Casement with project
Aluminium Door frame only
Aluminium door fully glazed double hung
Analysis 1st half - Mullaitivu
Page 39
RATE ANALYSIS FIRST HALF OF 2004 IN DEMOLISHER. No 1/1
Qty
Unit Code
Description Brick work in cement, demolished brick stacked and debris cleared.
Unit Rate
Rate
Amount
Per cube 2 1/2
Days
2/1
257 labourer Allow for scaffolding Over heads Per cube Say Rs Per cube Per m3 Say Per m3
325.00
812.50 40.63
853.13 119.44 972.56 973.00 343.82 344.00
Brick work in lime, demolished brick - do - do -. Per cube 2
Days
5/2
257 Labourer Allow for scaffolding Over heads Per cube Say Per cube Per m3 Say Per m3
325.00
650.00 32.50
682.50 95.55 778.05 778.00 274.91 275.00
Ceiling,existing,removed materials stacked and debris cleared. Per Sqrs. 1 1/2 3
Hour Hour
6/2
214 Carpenter 257 Labourer Allow for scaffolding Over heads Per square Say per sqrs Per m2 Say Per m2
475.00 325.00
89.06 121.88 6.09
217.03 30.38 247.42 247.00 26.59 26.60
Cement concrete demolished, and debris cleared away. Per Sqrs (6" floor) 4 1/2
No
Qty
Day Day
257 Labourers 257 Labourer for Transporting Over heads Say per Sqrs/ 0.5 cube Say per sqrs Rs Per m2 Say per m2 Unit Code Description
Analysis 1st half - Mullaitivu
325.00 325.00
Unit Rate
1,300.00 162.50
Rate
1,462.50 204.75 1,667.25 1,667.00 179.44 179.00 Amount
Page 40 7/2
Cement concrete,reinforced,demolished in suspended floors,reinforcement removed and debris cleared. Per Sqrs. (4" floor) 6 1/2
Day Day
257 Labourers 257 Labourers for Transporting Over heads Per Sqrs/ per 1/3 cube Say per Sqrs/ per 1/3 cube Per m2 Say per m2
8/2
325.00 325.00
1,950.00 162.50
475.00 325.00
118.75 121.88 6.09
2,112.50 295.75 2,408.25 2,408.00 259.20 259.00
Corrugated sheets, Iron, Asbestoes or Aluminium Alloy, removed from roof or walls and stacked. For single storey Per Sqrs. 2 3
Hour Hour
214 Blacksmith 257 Labourer Allow for scaffolding Over heads Per square Say per Sqrs Per m2 Say per m2
9/3
246.72 34.54 281.26 281.00 30.25 30.20
Corrugated sheets asbestos or aluminium alloy removed from roofs or walls of 2storeyed buildings Per square 2 3 0.5
Hrs Hrs Hrs
214 Blacksmith 257 Labourer 257 Labourer (add for extra Height) Allow for scaffolding Overheads per square Say per square per m2 Say per m2
11/3
118.75 121.88 20.31 6.09
267.03 37.38 304.42 304.00 32.72 33.00
Door or window,size up to 40 S.ft removed from existing walls and stacked per door or window. Per No. 2
No
475.00 325.00 325.00
Qty
1/2Day 257 Labourers Over heads Per No Say Rs
Unit Code
325.00
Description
Analysis 1st half - Mullaitivu
Unit Rate
325.00
Rate
325.00 45.50 370.50 371.00
Amount
Page 41
12/3
Door window, size over 40 S.ft removed - do - do Per No. 3
1/2Day 257 Labourers Over heads Per No Say Rs
13/4
325.00
487.50
487.50 68.25 555.75 556.00
475.00 325.00
29.69 20.31
475.00 325.00
44.53 30.47
325.00
40.63
40.63 5.69 3.86 3.90 12.79 12.80
812.50
105.63
105.63
Door or window, sash only, upto 40 S.ft removed from existing walls and stacked. Per Sash. 1/2 1/2
Hour Hour
14/4
50.00 7.00 57.00 57.00
Door or window, sash only, over 40 S.ft - do - do Per Sash. 3/4 3/4
Hour Hour
15/4
214 Carpenter 257 Labourer Over heads Per sash Say Rs
75.00 10.50 85.50 86.00
Down pipes, 4" to 6" dia. G.I old or decayed, removed from existing building and stacked.
1
16/4 0.13
No 18/5
214 Carpenter 257 Labourer Over heads Per sash Say Rs
Qty
Hour
Per 12.0 L.ft. 257 Labourer Over heads Per L.ft Say per L.ft. Per L.m Say per L.m.
Drains demolished and debris cleared. Per 10.0 L.ft Cube Brick in cement demolished (as in Item A.1 less scaffolding) Over heads Per L.ft Say per L.ft. Per L.m Say per L.m. Unit Code Description Fence uprooted, Barbed wire rolled up and all materials stacked (length of fencing to measured).
Analysis 1st half - Mullaitivu
Unit Rate
Rate
14.79 12.04 12.00 39.36 39.40 Amount
Page 42 Per 50 L.ft. (6 posts) 3 2
Hour Day
257 Labourers 257 Labourers Over heads Per L.ft Say per L.ft. Per L.m Say per L.m.
19/5
325.00 325.00
121.88 650.00
650.00
162.50 81.25
771.88 108.06 17.60 18.00 59.04 59.00
Floors brick paved, demolished and debris cleared away. Per Sqrs 3" thick 1/4
Cube
demolition as in item 2 (less scaffolding). Add 50% for extra difficulty. Overheads Per square 3" thick Say per Sqrs Per m2 Say per m2
20/6
243.75 34.13 277.88 278.00 29.92 30.00
Gate sash removed and stacked after demolishing cement concrete blocks or removing posts and separating pintles (demolishing brick work where necessary paid for seperately). 2
1/2Days 257 Labourers Overheads Per No Say Rs
21/6
325.00
325.00
325.00 45.50 370.50 371.00
475.00
89.06
89.06 12.47 101.53 16.92 16.90 182.08 182.00
Glass panes in doors and windows and fanlight removed and stacked. Per 6 S.ft.
No 22/6
1 1/2
Hour
214 Carpenter Over heads Per 6 S.ft Per S.ft Say per S.ft. Per m2 Say per m2
Qty
Unit Code
Description Gutter, eaves, removed and stackedfrom roof of single storeyed building Per 40.0 L.ft.
Analysis 1st half - Mullaitivu
Unit Rate
Rate
Amount
Page 43
2
1Hour 257 Labourers Allow for scaffolding Over heads Per 40 L.ft Per L.ft Say per L.ft. Per L.m Say per L.m.
23/6
325.00
81.25 4.06
85.31 11.94 97.26 2.43 2.40 7.87 7.90
Gutter, eaves, removed from roofs of 2 storeyed building and stacked. Per 40.0 L.ft. 2
1Hour 257 Labourers Add 50% Allow for scaffolding 5% Over heads Per L.ft Say per L.ft. Per L.m Say per L.m.
25/7
325.00
81.25 40.63 6.09
127.97 17.92 3.65 3.60 11.81 11.80
Partitions removed and stacked at site, including making good to walls and floors. Per 105.0 Sq.ft. 1 2 1/4
Day Day Day
214 Carpenter 257 Labourers 214 Mason Allow for cement, sand etc. Over heads Per S.ft Say per S.ft. Per m2 Say per m2
26/7
475.00 325.00 475.00
475.00 650.00 118.75 65.00
1,308.75 183.23 14.21 14.20 152.89 153.00
Lime plastering chipped and debris cleared away. Per Sqrs. 3
No 27/4
Qty
Hour
257 Labourer Overheads Per square Say per Sqrs Per m2 Say per m2
Unit Code
325.00
Description Rendering, cement, chipped and debris cleared away from brick walls and floors. Per Sqrs.
Analysis 1st half - Mullaitivu
Unit Rate
121.88
Rate
121.88 17.06 138.94 139.00 14.96 15.00
Amount
Page 44
9 Hour
257 Labourer Over heads Per square Say per Sqrs Per m2 Say per m2
28/8
325.00
365.63
325.00
365.63 182.81
365.63 51.19 416.81 416.00 44.78 45.00
Rendering, cement, shipped and debris cleared away from cement concrete floors and walls. Per Sqrs. 9
Hour
257 Labourer Add 50% Over heads Per square Say per sqrs per m2 Say per m2
29/8
548.44 76.78 625.22 625.00 67.28 67.00
Roof, removing tiles and timber, stacking serviceable material and cleaning debris in single storeyed building. Per Sqrs. 1/4 Day 214 Carpenter 4 1/4Day 257 Labourers Allow for scaffolding Over heads Per square Say per square Per m2 Say per m2
30/8
475.00 325.00
118.75 325.00 16.25
460.00 64.40 524.40 524.00 56.40 56.00
Roof, removing tiles and timber - do - do - in 2 storeyed buildings. Per Sqrs. 1/4 Day 214 Carpenter 4 1/4Day 257 Labourer 2 1/4Day 257 Labourer Allow for scaffolding Over heads Per square Say per square Per m2 Say per m2
No 32/9
Qty
Unit Code
Description Rubble masonary in cement, demolished, rubble stacked and debris cleared. Per Cube.
Analysis 1st half - Mullaitivu
475.00 325.00 325.00
Unit Rate
118.75 325.00 162.50 24.38
Rate
630.63 88.29 718.91 719.00 77.40 77.00 Amount
Page 45
2 1/2
Day
257 Labourer Add 25% Allow for scaffolding Over heads Per cube Say per cube Per m3 Say per m3
33/9
325.00
812.50 203.13 50.78
1,066.41 149.30 1,215.70 1,216.00 429.68 430.00
Rubble masonry in lime demolished rubble stacked and debris cleared away Per Cube 2
Day
257 Labourer Allow for scaffolding Overheads Per cube Say per Cube Per m3 Say per m3
34/9
325.00
650.00 32.50
682.50 95.55 778.05 778.00 274.91 275.00
Tiles, glazed demolished and debris cleared. Per Sqrs. 2
Day
257 Labourer Overheads Per Square Say per square Per m2 Say per m2
35/10
325.00
650.00
325.00
162.50 8.13
650.00 91.00 741.00 741.00 79.76 80.00
Tiles calicut or half round, removed from roof of single storeyed buildings and stacked at site. Per Sqrs. 4
No 36/10
Qty
Hour
257 Labourer Allow for scaffolding Over heads Per square Say per square Per m2 Say per m2
Unit Code
Description Tiles calicut of half round removed from roof of 2 storeyed buildings and stacked. Per Sqrs.
Analysis 1st half - Mullaitivu
Unit Rate
Rate
170.63 23.89 194.51 195.00 20.99 21.00
Amount
Page 46 4 2
Hour Hour
39/11
325.00 325.00
162.50 81.25 12.19
255.94 35.83 291.77 292.00 31.43 31.00
Ceiling Asbestoes, removing including timber frame work, stacking serviceable materials storeyed building- (and debris cleared away in single).
1 1
Day Day
40/11
1 1 1/4
Day Day Day
41/11
2
No 42/11
257 Labourer 257 Labourer Allow for scaffolding Overheads Per square Say per square Per m2 Say per m2
Qty
1Hour
Unit
Per Sqrs. 214 Carpenter 257 Labourer Allow for scaffolding Over heads Per square Say Rs Per m2 Say per m2 Ceiling Asbestoes removing including timber frame work - do - do in 2 storeyed building. Per Sqrs. 214 Carpenter 257 Labourer 257 Labourer (02) Allow for scaffolding Over heads Per square Say per square Per m2 Say per m2 Valance/Barge boarding removed, materials stacked and debris cleared away in single storeyed building. Per 40.0 L.ft 257 Labourer Allow for scaffolding Over Heads Per L.ft Say per L.ft. Per L.m Say per L.m. Code Description Valance/Barge boarding removed - do - do in 2 storeyed building.
475.00 325.00
475.00 325.00 325.00
325.00
Unit Rate
475.00 325.00 16.25
475.00 325.00 162.50 24.38
81.25 4.06
Rate
816.25 114.28 930.53 931.00 100.22 100.00
986.88 138.16 1,125.04 1,125.00 121.10 121.00
85.31 11.94 2.43 2.40 7.87 7.90 Amount
Per 40.0 L.ft. 2
11/2hr 257 Labourer Scaffolding
325.00
Analysis 1st half - Mullaitivu
121.88 6.09
127.97
Page 47 Over Heads Per L.ft Say per L.ft. Per L.m. Say per L.m. 43/12
17.92 3.65 3.60 11.81 11.80
Cement plastering, soffit chipped, and debris cleared away. Per Sqrs. 1 1/8
Day
257 Labourer Add 25% for extra difficulty Allow for scaffolding 5% Over Heads Per square Say per square Per m2 Say per m2
325.00
365.63 91.41 18.28
475.31 66.54 541.86 542.00 58.34 58.00
RATE ANALYSIS FIRST HALF OF 2004 IN EXCAVATOR No 1
Qty
Unit Code
Description Drains, earth, in any soil except rock requiring blasting cut to gradient and shaped as directed soil deposited within site.
Analysis 1st half - Mullaitivu
Unit Rate
Rate
Amount
Page 48
1 3/8 1/3
day no
1 5/8 1/3
day no
1 3/4
day
2/13
4/14
1/3
6/14
1 2
Cube day
1/3
No 7/15
Qty
1 1/2 1/3
Unit
Per Cube. 257 Labourer 325 24 Basket 52.5 Overheads Per Cube Say per cube Per m3 Say per m3 Excavation in any soil except rock requiring blasting part returnfill in and ram, and surplus disposed of within site as directed. Per Cube. 257 Labourer 325 24 Basket 52.5 Overheads Per Cube Say per cube Per m3 Say per m3 Filling under floor with gravel or other approved quality of filling, spread, watered and well rammed in 3" layers with available earth. Per Cube. 257 Labourer 325 413 Allow for water 50 24 Basket 52.5 Overheads Per Cube Say per cube Per m3 Say per m3 Filling under floor with gravel or other approved quality of filling spread water and rammed in 3" layers (material not available at site). Per Cube. 61 Earth 1850 257 Labourer 325 Allow for compactive 10% 65 413 Allow for water 50 24 Basket 52.5 Overheads Per Cube Say per cube Per m3 Say per m3 Code Description Unit Rate External Filling.(Material not available at site)
Per Cube. Cube 61 Earth day 257 Labourer no 24 Basket Overheads Per Cube
1850 325 52.5
Analysis 1st half - Mullaitivu
446.88 17.50
528.13 17.50
568.75 50.00 17.50
1,850.00 650.00 65.00 50.00 17.50
Rate
1,850.00 162.50 17.50
464.38 65.01 529.39 529.00 186.93 187.00
545.63 76.39 622.01 622.00 219.79 220.00
636.25 89.08 725.33 725.00 256.18 256.00
2,632.50 368.55 3,001.05 3,001.00 1,060.42 1,060.00 Amount
2,030.00 284.20 2,314.20
Page 49 Say per cube Per m3 Say per m3
8/15
2,314.00 817.67 818.00
External Filling.(Material available at site)
1/2 1/3
day no
Per Cube. 257 Labourer 24 Basket Overheads Per Cube Say per Cube Per m3 Say per m3
325 52.5
162.50 17.50
180.00 25.20 205.20 205.00 72.51 73.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU CONCRETOR. No 1/15
Qty
Unit
Description Cement concrete 1:3:6 with 2" metal, above one cube. (Shuttering paid for seperately). Per Cube.
Analysis 1st half - Mullaitivu
Unit Rate
Rate
Amount
Page 50
11.25 Cwts 46 Cement 0.56 Cube 197 Sand 1 Cube 137 2" Metal 1 Day 214 Mason 8 Day 257 Labourer 2/3 24 Basket 410 Allow for water Over heads Per cube Say per cube Per m3 Say per m3 2/15
520.00 2100.00 7850.00 475.00 325.00 52.50 125.00
5,850.00 1,176.00 7,850.00 475.00 2,600.00 35.00 125.00
18,111.00 2,535.54 20,646.54 20,647.00 7,295.76 7,296.00
Cement concrete 1:3:6 (2") upto 1 cube. (Shuttering paid for seperately). Per Cube. As in Item 1 Add 25% of Cost of labourer Over heads Per cube Say per cube Per m3 Say per m3
18,761.00 2,626.54 21,387.54 21,388.00 7,557.60 7,558.00
Cement concrete 1:2 1/2:5 (1") above 1 cube (Shuttering paid for seperately). Per Cube.
3/15
13.6 0.6 1 1 8 2/3
No 2a/16
18,111.00 650.00
Qty
Cwts Cube Cube Day Day
46 197 136 214 257 24 410
Unit
Cement Sand 1" metal Mason Labourer Baskets Allow for water Over heads Per cube Say per cube Per m3 Say per m3
520.00 2100.00 8470.00 475.00 325.00 52.50 125.00
Description Cement concrete 1:3:6 (1 1/2") above 1 cube (shuttering paid for seperately).
Unit Rate
7,072.00 1,260.00 8,470.00 475.00 2,600.00 35.00 125.00
Rate
Per Cube. 11.25 1 0.56 2/3
Cwt cube cube No
46 135 197 24
Cement Metal (1 1/2") Sand Basket
520.00 8020.00 2100.00 52.50
Analysis 1st half - Mullaitivu
5,850.00 8,020.00 1,176.00 35.00
20,037.00 2,805.18 22,842.18 22,842.00 8,071.38 8,071.00
Amount
Page 51
1 8
day day
410 Allow for water 214 Mason 257 Labourer Over heads Per cube Say per cube per m3 Say per m3
2c/16
125.00 475.00 325.00
125.00 475.00 2,600.00
520.00 8470.00 2100.00 52.50 125.00 475.00 325.00
5,850.00 8,470.00 1,176.00 35.00 125.00 475.00 2,600.00
18,281.00 2,559.34 20,840.34 20,840.00 7,363.96 7,364.00
Cement concrete 1:3:6 (1") above 1 cube (shuttering paid for seperately). Per Cube. 11.25 1 0.56 2/3
Cwt cube cube
1 8
day day
46 136 197 24 410 214 257
4/16
Cement 1" Metal Sand Basket Allow for water Mason Labourer Over heads Per cube Say per cube per m3 Say per m3
18,731.00 2,622.34 21,353.34 21,353.00 7,545.23 7,545.00
Cement concrete 1:2 1/2:5 (1") upto one cube (Shuttering paid for seperately). Per Cube. As in Item 3 Add 25% of Cost of labourer Over heads Per cube Say per cube Per m3 Say per m3
No 5/16
Qty
Unit Code
20,037.00 650.00
Description Unit Rate Cement concrete 1:2:4 (3/4") above 1 cube (Shuttering paid for seperately).
Rate
Per Cube. 16 0.6 1 1
Cwts 46 Cement Cube 197 Sand Cube 138 3/4" metal Day 214 Mason
520.00 2100.00 8830.00 475.00
Analysis 1st half - Mullaitivu
8,320.00 1,260.00 8,830.00 475.00
20,687.00 2,896.18 23,583.18 23,583.00 8,333.22 8,333.00
Amount
Page 52 8 2/3
Day
257 Labourer 24 Basket 410 Allow for water Over heads Per cube Say per cube Per m3 Say per m3
6/16
325.00 52.50 125.00
2,600.00 35.00 125.00
21,645.00 3,030.30 24,675.30 24,675.00 8,719.08 8,719.00
Cement concrete 1:2:4 (3/4") upto 1 cube (Shuttering paid for seperately). Per Cube. As in Item 5 Add 25% of Cost of Labourer Over heads Per cube Say per cube Per m3 Say per m3
11/18
21,645.00 650.00
22,295.00 3,121.30 25,416.30 25,416.00 8,980.92 8,981.00
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 joints as necessary, including necessary excavation (without ramp). Per 10.0 L.ft. 1.25 0.06 0.08 1/2 1 1/2 1/2
No 12/19
Cwts Cube Cube Day Day Day Day
46 197 136 214 257 214 257
Cement Sand 1" metal Mason Labourer Mason (Rendering) Labourer (Rendering) Allow for shuttering, baskets etc.10% Over heads Per 10 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m.
Qty
Unit Code
0.3 0.01 0.02 14
Cwts 46 Cement Cube 197 Sand Cube 138 3/4" metal S.ft 182 Planks (1/4 new cost)
520.00 2100.00 8470.00 475.00 325.00 475.00 325.00
Description Unit Rate Lintol cement concrete 1:2:4 (3/4") 4 1/2"x6" (Reinforcement paid for seperately) with form work Per 10.0 L.ft.
Analysis 1st half - Mullaitivu
520.00 2100.00 8830.00 50.00
650.00 126.00 677.60 237.50 325.00 237.50 162.50 96.25
Rate
156.00 21.00 176.60 175.00
2,512.35 351.73 2,864.08 286.41 286.00 938.08 938.00 Amount
Page 53
2 2 2 2
Hour Hour Hour Hour
13/19
0.6 Cwts 0.02 Cube 0.035 Cube 17 S.ft 2 2 2 2
Hour Hour Hour Hour
1.35 0.04 0.08 34
Cwts Cube Cube S.ft
3 3 1/2 1/2
Hour Hour Day Day
Qty
Unit
14/20
No 19/22
0.58 Cwts 0.02 Cube 0.035 Cube 12 S.ft 2 Hour 2 Hour
Allow for use of timber props and nails 40.63 Carpenter 475.00 Labourer 325.00 Mason 475.00 2 Labourers 325.00 Over heads Per 10 L.ft Per L.ft Say per L.ft Per L.m. Say per L.m. Lintol, cement concrete 1:2:4 (3/4") 9"x6" (Reinforcement paid for seperately). with form work Per 10.0 L.ft. 46 Cement 520.00 197 Sand 2100.00 138 3/4" metal 8830.00 182 Planks (1/4 new cost) 50.00 Allow for use of timber props & nails water etc 65.63 214 Carpenter 475.00 257 Labourer 325.00 214 Mason 475.00 257 2 Labourers 325.00 Over heads Per 10 L.ft Per L.ft Say per L.ft. Say per L.m. Lintol, cement, concrete, 1:2:4 (3/4"), 9"x9" (Reinforcement paid for seperately). with form work Per 15.0 L.ft. 46 Cement 520.00 197 Sand 2100.00 138 3/4" Metal 8830.00 182 Planks (1/4 new cost) 50.00 Allow for nails & props & water. 90.63 214 Carpenter 475.00 257 Labourer 325.00 257 Labourer (02) 325.00 214 Mason 475.00 Over heads Per 15 L.ft Per L.ft Say per L.ft Say per L.m Code Description Unit Rate Padstones, cement, concrete 1:2:4 (3/4" metal) precast or in situ. Per 4 Nos. = Size 1-6x1-1 1/2x0-6 46 Cement 520.00 197 Sand 2100.00 138 3/4" Metal 8830.00 182 Planks (1/4 new cost) 50.00 214 Mason 475.00 257 Labourer (02) 325.00 214 257 214 257
Analysis 1st half - Mullaitivu
40.63 118.75 81.25 118.75 162.50
312.00 42.00 309.05 212.50 65.63 118.75 81.25 118.75 162.50
702.00 84.00 706.40 425.00 90.63 178.13 121.88 325.00 237.50
Rate
301.60 42.00 309.05 150.00 118.75 162.50
1,050.48 147.07 1,197.54 119.75 120.00 393.60 394.00
1,422.43 199.14 1,621.56 162.16 162.00 531.00
2,870.53 401.87 3,272.40 218.16 218.00 715.00 Amount
Page 54 allow for water Over heads Per 4 Nos. Per No. Say per No. 19a/22
20.31
20.31
520.00 2100.00 8830.00 50.00 325.00 475.00
88.40 21.00 88.30 75.00 81.25 59.38
1,104.21 154.59 1,258.80 314.70 315.00
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 0.01 Cube 197 Sand .01 Cube 138 3/4" Metal 6 S.ft 182 Planks (1/4 new cost) 2 hour Labour 1 hour mason
413.33 57.87 471.19 117.80 118.00
Overheads Per 4 Nos Per no Say per No 21/23
Slabs over drain, cement concrete 3" thick, 1:2:4 (3/4" metal) reinforced with expended metal and 1/2" cement rendered 1:2 (R/F paid for seperately). Per 15.0 S.ft. 0.6 0.02 0.04 16 2 2
Cwts Cube Cube S.ft Hour Hour
46 197 138 182 214 257
Cement( For slab) Sand 3/4" Metal Shuttering planks (1/4 new cost) Mason Labourer (02)
0.23 0.01 1 1
Cwts 46 Cement(For rendering) Cube 200 Sand Hour 214 Mason Hour 257 Labourer 414 Allow for water Over heads Per 15 S.ft Per S.ft Say per S.ft. Per M2 Say Per M2 Unit Code Description Slabs over drain, cement concrete 2" thick, 1:2:4 (3/4" metal) reinforced with expended metal and 1/2" cement rendered 1:2 (R/F paid for seperately). Per 15 L.ft As in item 21 ('2" concrete for slab x 2/3) Cwts 46 Cement(For rendering) Cube 200 Sand Hour 214 Mason
520.00 2100.00 8830.00 50.00 475.00 325.00
312.00 42.00 353.20 200.00 118.75 162.50
520.00 2100.00 475.00 325.00 25.00
119.60 21.00 59.38 40.63 25.00
1,188.45
No 21a/23
Qty
0.23 0.01 1
Analysis 1st half - Mullaitivu
Unit Rate
520.00 2100.00 475.00
Rate
792.30 119.60 21.00 59.38
1,454.05 203.57 1,657.62 110.51 111.00 1,194.83 1,195.00 Amount
Page 55 1
Hour
257 Labourer Allow for water Over heads Per 15 S.ft Per S.ft Say per S.ft. Per M2 Say Per M2
25a/25
40.63 5.08
1,037.98 145.32 1,183.30 78.89 79.00 850.38 850.00
Cement concrete 1:1 1/2:3 (3/4").
23 0.82 0.42 1 6 1/3
Cwt cube cube day day day
2/3
Per Cube. 46 Cement 138 3/4" Metal 197 Sand 214 Mason 257 Labourer 97 Hire of mixure, vibrator etc. 410 Allow for water 24 Basket Over heads Per cube Say per cube Per m3 Say per m3
23/24
No 25/25
325.00 5.08
520.00 11,960.00 8830.00 7,240.60 2100.00 882.00 475.00 475.00 325.00 1,950.00 4500.00 1,500.00 125.00 125.00 52.50 35.00
24,167.60 3,383.46 27,551.06 27,551.00 9,735.34 9,735.00
Spur Stones, cement concrete 1:2:4 (3/4") for door posts supplied and fixed. Per 10.0 Stone. 138 3/4" Metal 197 Sand Allow for moulds 46 Cement 214 Mason 257 Labourer Over heads Per 10 Stones Per Stone Say per stone
0.15 0.07
Cu.ft Cu.ft
0.03 2 2
Cwt Hour Hour
Qty
Unit Code
Description Cement concrete 1:2 1/2:5 (1") using concrete mixer and vibrator (Shuttering paid for seperately).
88.30 21.00 32.50 520.00 475.00 325.00
Unit Rate
13.25 1.47 32.50 15.60 118.75 81.25
Rate
Per cube. 14 0.6 1
Cwts 46 Cement Cube 197 Sand Cube 136 1" Metal
520.00 2100.00 8470.00
Analysis 1st half - Mullaitivu
7,280.00 1,260.00 8,470.00
262.82 36.79 299.61 29.96 29.00
Amount
Page 56 1 6 2/3
Day Day
1/3
Day
214 257 24 410 97
26/25
475.00 325.00 52.50 125.00 4500.00
475.00 1,950.00 35.00 125.00 1,500.00
21,095.00 2,953.30 24,048.30 24,048.00 8,497.53 8,498.00
Cement concrete 1:2:4 (3/4") in Column shafts (Reinforcements shuttering and finishes paid for seperately) in ground floor using mixer and vibrator.
18 0.6 1 1 6 2/3
Cwts Cube Cube Day Day
1/3
Day
Per Cube. Cement 520.00 Sand 2100.00 3/4" Metal 8830.00 Mason 475.00 Labourer 325.00 Basket 52.50 Allow for water and curing 125.00 97 Hire ofmixer,vibrator,wagesof operator and fuel. 4500.00 Over heads Per cube Say per cube Per m3 Say per m3
46 197 138 214 257 24
27/25
9,360.00 1,260.00 8,830.00 475.00 1,950.00 35.00 125.00 1,500.00
23,535.00 3,294.90 26,829.90 26,830.00 9,480.57 9,481.00
Cement concrete as per Item 26 in 1st floor.
2
No 28/25
Mason Labourer Basket Allow for water and curing Hire of mixer, vibrator,wages of operator fuel Over heads Per cube Say per cube Per m3 Say per m3
Qty
5
Day
As per Item 26 257 Labourer Over heads Per cube Say per cube Per m3 Say per m3
23535.00 23,535.00 325.00 650.00
Unit Code
Day
Description Cement concrete as per Item 26 in 2nd floor. As per Item 26 257 Labourer Over heads Per cube Say per cube Per m3 Say per m3
Analysis 1st half - Mullaitivu
Unit Rate
Rate
23535.00 23,535.00 325.00 1,625.00
24,185.00 3,385.90 27,570.90 27,571.00 9,742.40 9,742.00
Amount
25,160.00 3,522.40 28,682.40 28,682.00 10,134.98 10,135.00
Page 57 29/26
Cement concrete 1:2:4 (3/4") in beams in ground floor (reinforcements shuttering and finishes paid for seperately) using mixer and vibrator.
36 1.2 1.8 2 1/2 16 1 1/3
Cwts Cube Cube Day Day
2/3
Day
46 197 138 214 257 24 411 97
Per 2 Cube. Cement Sand 3/4" Metal Mason Labourer Basket Allow for water and curing Hire of concrete mixer vibrators, Operators Salary, fuel
520.00 18,720.00 2100.00 2,520.00 8830.00 15,894.00 475.00 1,187.50 325.00 5,200.00 52.50 70.00 250.00 250.00 4500.00
3,000.00 46,841.50 6,557.81 53,399.31 26,699.66 26,700.00 9,434.63 9,435.00
Over heads Per 2 cube Per cube Say per cube Per m3 Say per m3 30/26
Cement concrete as per Item 29 in 1st floor. Per Cube.
2
31/26
5
No 32/26
Qty
Day
As per Item (29) per cube 257 Labourer Over heads Per cube Say per cube Per m3 Say per m3
Cement concrete as per Item 29 in 2 nd floor. Per 1Cube. As per Item 29 per cube Day 257 Labourer Over heads Per cube Per Cube Say per cube Per m3 Say per m3 Unit Code Description Shuttering for floor slab concrete and dismantling.
23420.75 23,420.75 325.00 650.00
23420.75 23,420.75 325.00 1,625.00
Unit Rate
Rate
Per Sqrs. 115 50 30 2 1/4
S.ft 57 Planks Rubber(1/2new cost) L.ft 123 4"x2" Class II joists (1/10 cost) props 19 30 props (10-12) feet 4"x2" coconut (1/15cost) Ibs 267a Wire nails 2" Gallon 147 Mould oil
Analysis 1st half - Mullaitivu
20.00 40.00 300.00 36.50 100.00
1,150.00 200.00 600.00 73.00 25.00
24,070.75 3,369.91 27,440.66 27,441.00 9,696.47 9,696.00
25,045.75 3,506.41 28,552.16 28,552.16 28,552.00 10,089.05 10,089.00 Amount
Page 58 1 3
Day Day
214 Carpenter 257 Labourer Over heads Per square Say per sqrs Per m2 Say per m2
33/27
475.00 975.00
50.00 13.00 100.00 13.00 32.50 300.00 475.00 325.00
206.25 32.50 3.00 5.20 32.50 50.00 178.13 121.88
20.00 36.50 100.00 475.00 325.00
860.00 73.00 12.50 118.75 81.25
3,498.00 489.72 3,987.72 3,988.00 429.28 429.00
Shuttering for column shaft and dismantling (for column 9"x9"x4 ft. heigh I.e 4 1/2 ft. box). Per 12.0 Sq.ft. 1"planks/15mm plywood/Ginisappu 1/4 cost 2"x2" Class II battens (1/6 cost) Mould oil 3/8" dia 18" bolts, nuts and washers(1/15 cost) Allow for screws and nails Props 19 Coconut rafters (1/30 cost) Day 214 Carpenter Day 257 Labourer Over heads Per 12 S.ft Per S.ft Say per S.ft. Per m2 Say per m2:-
16 1/2 S.ft 15 L.ft 0.03 gal 6 Nos 5 3/8 3/8
182 300 147 301
33a/27
No 34/27
475.00 325.00
629.45 88.12 717.57 59.80 60.00 645.86 646.00
Shuttering for footing and walls etc.
57 267a 147 214 257
Per 80 S.ft Rubber planks ( 1/2 new cost) 2" Nails Mould Oil Carpenter Labourer overheads Per 80 S.ft per S,ft Say per Sft Say per m2
86 2 1/8 1/4 1/4
S.ft Lbs Gal Day Day
Qty
Unit Code
86 200 14 7 1/8 1
Per 80.0 Sq.ft. S.ft 182 Ginisapu planks / Plywood 15mm thick 1/4 cost L.ft 300 2"x2" Class II timber 1/4cost No 19 Coconut rafters(each 10' ) (1/20 cost) Ibs 267a 2" to 3" wire nails Glns 147 Mould oil day 257 Labourer
Description Unit Rate Shuttering for beam including dismantling (12"x18" beam 20 ft. long).
Analysis 1st half - Mullaitivu
50.00 13.00 300.00 36.50 100.00 325.00
Rate
1,075.00 650.00 210.00 255.50 12.50 325.00
1,145.50 160.37 1,305.87 16.32 16.00 172.16
Amount
Page 59 1
Day
214 Carpenter Over heads Per 80 S.ft of beam surface ( 3 sides) There 1 S.ft of beam surface (3 sides) Say per S.ft. Say per m2
35/28
475.00
520.00 2100.00 8830.00 475.00 325.00 125.00 52.50 4500.00
9,360.00 1,260.00 7,947.00 475.00 1,950.00 125.00 35.00 2,250.00
3,003.00 420.42 3,423.42 42.79 43.00 463.00
Cement concrete 1:2:4(3/4") lintol in ground floor (reinforcement and shuttering paid for seperately) using mixer and vibrator.
18 0.6 0.9 1 6
Cwt Cube Cube Day Day
2/3 1/2
No Day
46 197 138 214 257 410 24 97
36/28
Per Cube. Cement Sand Metal Mason Labourer Allow for water and curing Basket Hire of mixer, vibrator, wages of operators & fuel Over heads Per cube Say per cube Per m3 Say per m3
23,402.00 3,276.28 26,678.28 26,678.00 9,426.86 9,427.00
Cement concrete lontols as per Item (35) in 1st floor.
2
No 37/28
475.00
Qty
Day
Per Cube.35 As per Item 35 in groung floor 257 Labourer Over heads Per cube Say per cube Per m3 Say per m3
Unit Code
23402.00 23,402.00 325.00 650.00
Description Unit Rate 4" thick R.C.C 1:2:4 (3/4") in first floor slab (reinforcement and shuttering paid for seperately) using mixer and bibrator.
Per 8.0 Sqrs. 45 1/3 Cwts 46 Cement 2.4 Cube 138 Metal 3/4" 1.6 Cube 197 Sand 1 Day 97 Hire of mixer, vibrator with operator and fuel 4 Day 214 Mason
Analysis 1st half - Mullaitivu
Rate
520.00 23,573.33 8830.00 21,192.00 2100.00 3,360.00 4500.00 4,500.00 475.00 1,900.00
24,052.00 3,367.28 27,419.28 27,419.00 9,688.69 9,689.00
Amount
Page 60 22
Day
1 4/5
No
257 Labourer 411 Allow for water curing 24 Basket Over heads Per 8 Sqrs Per Sqrs Say per Sqrs Per m2 Say per m2
38/29
5" thick R.C.C in 1st floor - do - do -
325.00 250.00 52.50
Qty
Unit Code
40/29
62,019.83 8,682.78 70,702.61 8,837.83 8,838.00 951.35 951.00
- do - do - do -
8.0 Sqrs. 56 2/3 Cwt 46 Cement 3 Cube 138 Metal 3/4" 2 Cube 197 Sand 4 Day 214 Mason 25 Day 257 Labourer 411 Allow for water curing 1 Day 97 Hire of mixer vibrator operators wages and fuel 2 1/5 No 24 Basket Over heads Per 8 Sqrs Per Sqrs Say per Sqrs Say Per m2 per cube Say per cube
No
7,150.00 250.00 94.50
Description
520.00 29,466.67 8830.00 26,490.00 2100.00 4,200.00 475.00 1,900.00 325.00 8,125.00 375.00 375.00 4500.00 4,500.00 52.50
Unit Rate
115.50
Rate
75,172.17 10,524.10 85,696.27 10,712.03 10,712.00 1,153.00 25,708.80 25,708.00
Amount
Drains in cement concrete 1:3:6(1") as above But with ramp 2' 6" wide Per 10 L.ft
6.25 C.ft 25 S.ft
Drains as per Item 39 1:3:6 (1") Concrete 1:3 Rendering Per 10 L,ft
Analysis 1st half - Mullaitivu
213.53 17.16
2,864.08 1,334.56 429.00 4,627.64
Page 61 Say per L.ft Say per L.m
463.00 1,518.00
BLOCK MASONRY 1
Cement sand block in 1:6 mix in cement sand 1:5 mix Per Cube
12 1 3
Casting of blocks Cwt 46 Cement Cube 197 Sand fine Day 214 Mason
Analysis 1st half - Mullaitivu
520.00 2100.00 475.00
6,240.00 2,100.00 1,425.00
Page 62 6
1.5 0.10 2 2
Day
257 Labourer 411 Allow for water for curing & mould
Cwt 46 Cement Cube 197 Sand Day 214 Mason Day 257 Labourer Allow for scaffolding Overheads Per cube Say per Cube Per m3 Say per m3
2
325.00 250.00
1,950.00 250.00
520.00 2100.00 475.00 325.00
780.00 210.00 950.00 650.00 32.50
14,587.50 2,042.25 16,629.75 16,630.00 5,876.33 5,876.00
4" thick cement sand block 1:6 mix masonry in cement sand 1:5 mix
3 Cwt 46 0.333 Cube 197 1 Day 214 2 Day 257 410 1 0.07 1 2
Cwt 46 Cube 197 Day 214 Day 257
Per Sqr Casting of blocks Cement Sand Mason Labourer Allow for water for curing & mould Masonry Cement Sand Mason Labourer Allow for scaffolding Overheads Per sqr Say per sqr Per m2 Say per m2
520.00 2100.00 475.00 325.00 125.00
1,560.00 699.30 475.00 650.00 125.00
520.00 2100.00 475.00 325.00
520.00 147.00 475.00 650.00 32.50
5,333.80 746.73 6,080.53 6,081.00 654.52 655.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU BRICKLAYER No 2/30
Qty
Unit
Description Brick work in cement Mortar (1:5) above 1 cube (up to 1st floor level).
Unit Rate
Rate
Per Cube. 1450
No
41 Bricks Add 10% wastage
Analysis 1st half - Mullaitivu
5.70
8,265.00 826.50
Amount
Page 63 23 3.7
Cu.ft Cwts
3 5
Day Day
3/30
197 46 410 214 257
Sand Cement Allow for water Mason Labourer Allow for scaffolding 5% of Labour Over heads per cube Say per cube Per m3 Say per m3
2100.00 520.00 125.00 475.00 325.00
483.00 1,924.00 125.00 1,425.00 1,625.00 81.25
14,754.75 2,065.67 16,820.42 16,820.00 5,943.46 5,943.00
Brick work in cement mortar (1:5) up to 1 cube (up to 1st floor level). Per Cube.
3/4 1 1/4
Day Day
4/31
No 6/31
As in Item 2 214 Mason 257 Labourer Over heads Per cube Say per cube Per m3 Say per m3
14,754.75 14,754.75 475.00 356.25 325.00 406.25
15,517.25 2,172.42 17,689.67 17,690.00 6,250.88 6,251.00
Brick work in cement mortar 1:5 in piers (in ground floor).
1 1/2 2 1/2
Day Day
Qty
Unit
Per Cube. As in Item 2 214 Mason 257 Labourer Over heads Per cube Say per Cube Per m3 Say per m3
14,754.75 14,754.75 475.00 712.50 325.00 812.50
Description Brick work 4 1/2" thick in cement mortar 1:5 above 1 Square
Unit Rate
Rate
Per Sqrs. 550
No
9 1.3
C.ft Cwt
41 Bricks Add 10% wastage 197 Sand 46 Cement 412 Allow for water
Analysis 1st half - Mullaitivu
5.70 2100.00 520.00 75.00
3,135.00 313.50 189.00 676.00 75.00
16,279.75 2,279.17 18,558.92 18,559.00 6,557.95 6,558.00
Amount
Page 64 1 1/2 2
Day Day
214 Mason 257 Labourer Allow for scaffolding Over heads Per square Say per sqrs Per m2 Say per m2
7/32
475.00 325.00 32.50
712.50 650.00 32.50
5,783.50 475.00 325.00
5,783.50 178.13 162.50
325.00 24.38
487.50 24.38
325.00 8.13
162.50 8.13
5,783.50 809.69 6,593.19 6,593.00 709.69 710.00
Brick work 4 1/2" thick in cement 1:5 up to 1 square. Per Sqrs.
3/8 1/2
Day Day
12/33
1 1/2
Day
As in Item 6 214 Mason 257 Labourer Over heads Per square Say per Sqrs Per m2 Say per m2 Extra over Item 2 for brick work from 1st floor level up 2nd floor. Per Cube. 257 Labourer Add for scaffolding Over heads Per cube Say per cube Per m3 Say per m3
14/34
511.88 71.66 583.54 584.00 206.36 206.00
Extra over Items 6-8 for brickwork from 1st floor level to 2nd floor. Per Sqrs. 1/2
No 19/35
6,124.13 857.38 6,981.50 6,982.00 751.56 752.00
Day
257 Labourer Add for scaffolding Over heads Per square Say per Sqrs Per m2 ay per m2
Qty
Unit Code
Description Coping, brick in cement 1:5, weathered and threated on 4 1/2" walls, cement rendered 1/2", 1:3 complete.
400 0.23 5.1 6 6
Per 100.0 L.ft. No 41 Bricks Cube 200 Sand Cwts 46 Cement Day 214 Mason Day 257 Labourer
Unit Rate
5.70 2100.00 520.00 475.00 325.00
Analysis 1st half - Mullaitivu
Rate
2,280.00 483.00 2,652.00 2,850.00 1,950.00
170.63 23.89 194.51 195.00 20.99 21.00 Amount
Page 65 412 Allow for water Over heads Per 100 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m 20/35
75.00
5.70 2100.00 520.00 475.00
381.90 69.30 374.40 356.25 12.19 243.75
10,290.00 1,440.60 11,730.60 117.31 117.00 383.76 384.00
Coping, brick in cement 1:5, weathered threated, on 9" walls and 1/2" cement rendered 1:3 complete.
67 3.3 0.72 3/4
No Cu.ft Cwts Day
3/4
Day
Per 10.0 L.ft. Bricks Sand Cement Mason Allow for water 257 Labourer Over heads Per 10 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m. 41 200 46 214
24/37
325.00
1,437.79 201.29 1,639.08 163.91 164.00 537.92 538.00
Door or Window inserted in existing walls including making, opening and making good to floor and walls (Lintol or Arch, and door or window paid seperately).
1/2 190 3 0.52 1 1 0.75 5 1/2 1
No 25/37
75.00
Qty
1/4 200 1
Per No. 2 Labourer Bricks Sand Cement Mason Labourer Cement( for rendering) Sand Mason allow for water Day 257 Labourer Over heads Per No Say per No Unit Code Description Drains, brick incement 1:5,9" average depth 12" wide, and cement rendered 1/2" thick 1:2 complete with expansion joints as necessary excavation (apron paid for seperately).
Day No C.ft Cwts Day Day Cwts Cu.ft Day
Day No Cwt
257 41 200 46 214 257 46 200 214
Per 10.0 L.ft. 257 Labourer (for excavation) 41 Bricks ( for building drain) 46 Cement
Analysis 1st half - Mullaitivu
325.00 5.70 2100.00 520.00 475.00 325.00 520.00 2100.00 475.00 325.00
Unit Rate
325.00 5.70 520.00
325.00 1,083.00 63.00 270.40 475.00 325.00 390.00 105.00 237.50 16.25 325.00
Rate
81.25 1,140.00 520.00
3,615.15 506.12 4,121.27 4,121.00 Amount
Page 66 6 1 1/4
Cu.ft Day
1 1/4
Day
200 Sand 214 Mason Allow for water 5% of labour 257 Labourer Over heads Per 10 L.ft Per L.ft Say per L.ft. Per L.m Say per L.m
26/38
No 28/38
2100.00 475.00 325.00
126.00 593.75 20.31 406.25
2,887.56 404.26 3,291.82 329.18 329.00 1,079.12 1,079.00
Drains, brick in cement 1:5 6"-9" average depth and 9" wide, cement rendered 1/2" 1:2 complete with expansion (apron paid for seperately).
1/4 100 4 0.68 1
Day Nos Cu.ft Cwts Day
1
Day
Qty
257 41 200 46 214 414 257
Unit Code
Per 10.0 L.ft. Labourer(for excavation) Bricks(For Building drain) Sand Cement Mason Allow for water Labourer Over heads Per 10 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m.
Description Steps, 12" wide and 6" to 9" high masonary or brick work in cement mortar 1:3 rendered 1/2" cement 1:2 with foundation 6" below ground.
325.00 5.70 2100.00 520.00 475.00 325.00
Unit Rate
81.25 570.00 84.00 353.60 475.00 16.25 325.00
Rate
Per 10.0 L.ft. 120 0.6 4
No Cwt Cu.ft
41 Bricks 46 Cement 200 Sand
5.70 520.00 2100.00
Analysis 1st half - Mullaitivu
684.00 312.00 84.00
1,905.10 266.71 2,171.81 217.18 217.00 711.76 712.00
Amount
Page 67 1/2
Day
1/2
Day
30/39
214 Mason Allow for water 5% of labour 257 Labourer Over heads Per 10 L.ft Per L.ft Say per L.ft Per L.m. Say per L.m.
325.00
237.50 8.13 162.50
1,488.13 208.34 1,696.46 169.65 170.00 557.60 558.00
Brick work in cement sand 1:8 in foundation and up to D.P.C. Per Cube. 41 Bricks Add 10% for breakage 2 1/3 Cwt 46 Cement 0.375 Cube 197 Sand 3 Day 214 Mason 4 Day 257 Labourer 410 Allow for water Over heads Per cube Say per cube Per m3 Say per m3 1450
No
31/40
5.70 520.00 2100.00 475.00 325.00 125.00
8,265.00 826.50 1,213.33 787.50 1,425.00 1,300.00 125.00
13,942.33 1,951.93 15,894.26 15,894.00 5,616.25 5,616.00
Brick work in cement sand 1:8 in superstructure in ground floor.
1450 2 1/3 3/8 3 5
No 32/40
475.00
Qty
1 1/2
Per Cube. 41 Bricks Add 10% for breakage Cwt 46 Cement Cube 197 Sand Day 214 Mason Day 257 Labourer 410 Allow for water Allow for scaffolding 5% of labour Over heads Per cube Say per cube Per m3 Say per m3 No
Unit
Day
5.70 520.00 2100.00 475.00 325.00 125.00 81.25
Description Brick work in cement and sand 1:8 in 1st floor. Per Cube. As per Item 31 Per cube 257 Labourer Allow for extra scaffolding and water 5% of labour
Over heads Per cube
Analysis 1st half - Mullaitivu
8,265.00 826.50 1,213.33 787.50 1,425.00 1,625.00 125.00 81.25
Rate
14,348.58 2,008.80 16,357.39 16,357.00 5,779.86 5,780.00
Amount
14,348.58 14,348.58 325.00 487.50 24.38
24.38
14,860.46 2,080.46 16,940.92
Page 68 Say per cube Per m3 Say per m3
33/40
16,941.00 5,986.22 5,986.00
Brick work in cement and sand 1:8 in 2nd floor.
4 1/2
Day
Per Cube. As per Item No. 31 257 Labourer Allow for extra scaffolding 5% of labour Over heads Per cube Say per cube Per m3 Say per m3
14,348.58 14,348.58 325.00 1,462.50 73.13 73.13
15,884.21 2,223.79 18,108.00 18,108.00 6,398.59 6,399.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU MASON. No
Qty
1/41
Unit
Description
Rate
Random Rubble Masonary in cement Mortar 1:5 above 1 cube. Per Cube. 1
Cube 139 Rubble
5715.00
Analysis 1st half - Mullaitivu
5,715.00
Amount
Page 69 0.45 7.25 3 6
Cube 197 Sand Cwts 46 Cement Day 214 Mason 412 Allow for water Day 257 Labourer Over heads Per cube Say per cube Per m3 Say per m3
2/41
2100.00 520.00 475.00 75.00 325.00
945.00 3,770.00 1,425.00 75.00 1,950.00
13,880.00 1,943.20 15,823.20 15,823.00 5,591.17 5,591.00
Randam rubble masonary in cement mortar 1:5 up to 1 cube. Per Cube. As in item 1 Add 25% on labour. Over heads Per Cube Say per cube Per m3 Say per m3
13,880.00 13,880.00 487.50
14,367.50 2,011.45 16,378.95 16,379.00 5,787.63 5,788.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU PAVIOR. No
Qty
Unit
1/43
Description
Rate
Exapansion joints in brick floors, filled with bitumen and sand. Per 20.0 L.ft. 1
Hour
214 Mason
475.00
Analysis 1st half - Mullaitivu
59.38
Amount
Page 70 1
Hour
257 Labourer Allow for sand and bitumen 50% of labour Over heads Per 20 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m.
2/43
2 2 1/4 1/4
Hour 214 Hour 257 Cu.ft 200 Gallon 32
0.25 0.18 5 1 1/4 3 1/2
Cube 136 Cube 197 Cwts 46 Day 214 412 Day 257
Qty
Unit Code
5/44
No 12/46
400 2 1/2 0.11 1
no
236a
Cwts 46 Cube 200 Day 215
Exapansion joints in concrete floors filled with bitumen and sand (to full depth of concrete and rendering). Per 20.0 L.ft. Mason Labourer Sand Bitumen Over heads Per 20 L.ft Per L.ft Say per L.ft. Per L.m. Say Per L.m. Floors ,cement concrete 1:21/2:5 (1") 3" thick cement rendered 1/2", 1:2, with expansion joints filled with cement and sand. Per Sqrs. 1" Metal Sand Cement Mason Allow for water Labourer Over heads Per square Say per Sqrs Per m2 Say per m2
Description 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. Tiles 6"x6" colour Add 25% for specials wastage in cutting etc. Cement Sand Special mason
Analysis 1st half - Mullaitivu
325.00
40.63 20.31
475.00 325.00 2100.00 347.00
118.75 81.25 5.25 86.75
8470.00 2100.00 520.00 475.00 75.00 325.00
2,117.50 378.00 2,600.00 593.75 75.00 1,137.50
Unit Rate
15.00 520.00 2100.00 475.00
Rate
6,000.00 1,500.00 1,300.00 231.00 475.00
120.31 16.84 137.16 6.86 7.00 22.96 23.00
292.00 40.88 332.88 16.64 17.00 55.76 56.00
6,901.75 966.25 7,868.00 7,868.00 846.93 847.00
Amount
Page 71 2 2
Day Day
214 Mason 257 Labourer 415 Allow for white cement for painting Over heads Per 100 S.ft Per S.ft Say per Sq.ft per m2: Say per m2:
12d/46
240 1 1/4 7 1 2 3
Nos Cwts Cu.ft Day Day Day
189 46 200 215 214 257 415 414
475.00 325.00 100.00
Tiles 8"x8", pressed of approved pattern and colour, supplied and fixed. Per 100.0 S.ft. floor tiles (8"x8") (including wastage) 32.00 Cement 520.00 Sand 2100.00 Special mason 475.00 Mason 475.00 Labourer 325.00 Allow for coloured cement 100.00 Allow for clearing 25.00 Over heads Per 100 S.ft Per S.ft Say per S.ft. Say per m2
950.00 650.00 100.00
7,680.00 650.00 147.00 475.00 950.00 975.00 100.00 25.00
11,206.00 1,568.84 12,774.84 127.75 128.00 1,377.83 1,378.00
11,002.00 1,540.28 12,542.28 125.42 125.00 1,350.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU PLASTERER. No
Qty
Unit
4/139
Description
Unit Rate
Rate
Cracks in wall, plastered in cement 1:3 after chipping 2" to 4" wide Per 10 L.ft 0.5
hour
214 Mason
475.00
Analysis 1st half - Mullaitivu
29.69
Amount
Page 72 1 0.04
hour cwt
257 Labourer 46 Cement Allow for sand Overheads Per 10 L.ft Per 1 L.ft Say per L.ft Per L.m Say per L.m
9/141
325.00 520.00
40.63 20.80 10.16
101.27 14.18 115.45 11.54 12.00 39.36 39.00
Flashing or plaster bands laid over tiles 4" to 6" wide on roof in cement and lime mortar 1:1:4 Per 20 Lft 1 Cft 200 Sand 0.16 Cwt 46 Cement 1/6 Bushel 126 Lime 1.5 Hrs 214 Mason 3 Hrs 257 Labourer Overheads Per 20 Lft Per Lft Per Lm Say Per Lm
14/142
2100.00 520.00 257.00 475.00 325.00
21.00 83.20 42.83 89.06 121.88
520.00 2100.00 475.00 325.00
780.00 105.00 356.25 487.50
357.97 50.12 408.09 20.00 65.60 66.00
Rendering cement 1/2", 1:2 above 1 Square. Per Sqrs.
No 15/142
1.5 5 3/4 1 1/2
Cwts Cu.ft Day Day
46 200 214 257
Qty
Unit Code
Cement Sand Mason Labourer Over heads Per square Say per sqrs. Per m2 Say per m2
Description Rendering cement 1/2", 1:2 upto 1 square
Unit Rate
Rate
1,728.75 242.03 1,970.78 1,971.00 212.16 212.00
Amount
Per Square As in Item 14 Add 25% on labour Overheads Per square Say per square Per m2
Analysis 1st half - Mullaitivu
1,728.75 121.88
1,850.63 259.09 2,109.71 2,110.00 227.13
Page 73 Say per m2 16/143
227.00
Rendering cement 1/2", 1:3 above 1 Square. Per Sqrs. 1.07 5 3/4 1 1/2
Cwts Cu.ft Day Day
46 200 214 257
17/143
Cement Sand Mason Labourer Over heads Per square Say per sqrs. Per m2 Say per m2
520.00 2100.00 475.00 325.00
556.40 105.00 356.25 487.50
1,505.15 210.72 1,715.87 1,716.00 184.71 185.00
Rendering cement 1/2", 1:3 upto 1 Square Per Square As in Item 16 Add 25% on labour Overheads Per square Say per square Per m2 Say per m2
18/143
1,505.15 121.88
1,627.03 227.78 1,854.81 1,855.00 199.66 200.00
Rendering, cement 3/4", 1:2 above 1 Square. Per Sqrs.
No 19/143
2.25 7 1/4 1 2
Cwts Cu.ft Day Day
46 200 214 257
Qty
Unit Code
Cement Sand Mason Labourer Over heads Per Square Say per sqrs Per m2 Say per m2
520.00 2100.00 475.00 325.00
Description Unit Rate Rendering, cement 3/4", 1:2 upto 1 square
1,170.00 152.25 475.00 650.00
Rate
2,447.25 342.62 2,789.87 2,790.00 300.32 300.00
Amount
Per square As in Item 18 Add 25% on labour Overheads Per sqr Say per sqr Per m2
Analysis 1st half - Mullaitivu
2,447.25 162.50
2,609.75 365.37 2,975.12 2,975.00 320.24
Page 74 Say per m2 20/144
320.00
Rendering, cement 3/4", 1:3 above 1 Square. Per Sqrs. 1.75 7 1/4 1 2
Cwts Cu.ft Day Day
46 200 214 257
21/144
Cement Sand Mason Labourer Over heads Per square Say per Sqrs. Per m2 Say per m2
520.00 2100.00 475.00 325.00
910.00 152.25 475.00 650.00
2,187.25 306.22 2,493.47 2,493.00 268.35 268.00
Rendering, cement 3/4", 1:3 upto 1 square Per Sqrs As in Item 20 Add 25% on labour Overheads Per sqr Say per sqr Per m2 Say per m2
22/144
2,187.25 162.50
2,349.75 328.97 2,678.72 2,679.00 288.34 288.00
Rendering, cement, floating coat, using Red cement finished smooth. Per Sqrs.
No 25/145
0.14 1 1 1
cwt Kg Hour Hour
46 192 214 257
Qty
Unit Code
Grey cement Red cement Mason Labourer Over heads Per Square Say per sqrs. Per m2 Say per m2
520.00 342.00 475.00 325.00
Description Unit Rate Rendering cement 3/4", 1:2 with Pudlo 5lbs to 100 lbs cement
72.80 342.00 59.38 40.63
Rate
514.80 72.07 586.87 587.00 63.19 63.00
Amount
Per sqr
12
lbs
As in Item 18 191 Pudlo Overheads Per sqr Say per sqr
32
Analysis 1st half - Mullaitivu
2,447.25 384.00
2,831.25 396.38 3,227.63 3,228.00
Page 75 Per m2 Say per m2 26/145
347.43 347.00
Skirting in cement mortar 1:3, 1/2"x4" projected or flush with wall, and including forming groove.with red cement floating Per 10.0 L.ft. 0.22 0.07 2 2
Cu.ft Cwts Hour Hour
200 46 214 257
27/145
Sand Cement Mason Labourer add red cement floating as 22/144( x 0.042) Over heads Per 10 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m.
2100.00 520.00 475.00 325.00
4.62 36.40 118.75 81.25 21.62
262.64 36.77 299.41 29.94 30.00 98.40 98.00
Skirting in cement mortar 1:3, 1/2"x6" projected or flush with all finished with Red cement floating, including forming groove. Per 10.0 L.ft.
No 28/146
As in Item 26 x 3/2 192 Red cement 214 Mason Over heads Per 10 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m.
0.06 1/2
Kg hrs
Qty
Unit Code
Description 3/8" thick plastering to RCC beams, slab soffit in cement sand 1:3 .with limeputty
Per sqr 0.8 Cwt 46 Cement 0.05 Cube 200 Sand 0.40 Bushel 126 Lime 2.0 Day 214 Mason 2.0 Day 257 Labourer Allow for Scaffolding
Analysis 1st half - Mullaitivu
393.96 342 475
Unit Rate
520 2100 257 475 325
393.96 20.52 29.69
Rate
416.00 105.00 102.80 950.00 650.00 32.50
444.17 62.18 506.35 50.64 51.00 167.28 167.00
Amount
Page 76 414 Allow for water Overheads Per sqr Say per sqr Per m2 Say m2 29/146
25.00
520 2100 475 347 325 75
1,170.00 231.00 593.75 347.00 812.50 75.00
520 2100 475 325
416.00 105.00 831.25 650.00 32.50 25.00
2,281.30 319.38 2,600.68 2,601.00 279.98 280.00
D.P.C. 3/4" thick in cement, sand 1:2 finished smooth with 2 coats of hot tar.
2.25 11 1 1/4 1 2 1/2
Cwts Cu.ft Day Gal Day
46 200 214 32 257 412
29a/146
0.8 0.05 1.75 2
Cwt 46 Cube 200 Day 214 Day 257 414
No 29b/146
25
Qty
Unit Code
0.90 5.0 0.75 1.50
Cwt C.ft Day Day
46 200 214 257
Per Sqrs. Cement Sand Mason bitumen Labourer Allow for fire wood and water Over heads Per square Say per sqrs. Per m2 Say per m2
3/8" thick cement and sand plastering to column and beam and soffit Per sqr Cement Sand Mason Labourer Allow for scaffolding Allow for water Overheads Per sqr Say per sqr per m2 Say per m2 Description 1/2" thick cement plastering 1:4 mix Per Sqr Cement Sand Mason Labourer Overheads Per sqr Say per sqr per m2
25
Unit Rate
520 2100 475 325
Analysis 1st half - Mullaitivu
Rate
468.00 105.00 356.25 487.50
3,229.25 452.10 3,681.35 3,681.00 396.23 396.00
2,059.75 288.37 2,348.12 2,348.00 252.76 253.00 Amount
1,416.75 198.35 1,615.10 1,615.00 173.85
Page 77 Say per m2 29c/146
174.00
5/8" thick cement plastering 1:4 mix Per Sqr 0.93 0.07 0.75 1.50
Cwt 46 Cement Cube 200 Sand Day 214 Mason Day 257 Labourer Overheads Per sqr Say per sqr Per m2 Say per m2
29d/146
520 2100 475 325
483.60 147.00 356.25 487.50
520 475 325 2100
20.80 29.69 40.63 21.00
520 2100 475 325
556.40 105.00 356.25 487.50 514.80
1,474.35 206.41 1,680.76 1,681.00 180.92 181.00
Cracks in wall Plastered in cement 1:3 after chipping 2" to 4" wide
0.04 0.5 1.0 1.0
Cwt Hrs Hrs Cft
46 214 257 200
29e/146
Per 10 Lft Cement Mason Labourer Allow for sand Overheads Per 10 Lft Per Lft Say per Lft Per Lm Say per Lm
112.11 15.70 127.81 12.78 13.00 41.92 42.00
Plinth plastering 1/2" thick 1:3 cement and sand with red cement floating per Sqr 1.07 5 0.75 1.5
Cwt C.ft Day Day
46 200 214 257
Cement Sand Mason Labourer Red cement floating as item 22 Overheads Per sqr Say Rs Per m2 Say Rs
2,019.95 282.79 2,302.74 2,303.00 247.87 248.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU ROOFER. No 5/49
Qty
Unit
Description Corrugated asbestos sheet roofing on special upper cl. Timber / kempus purlines supplied and fixed complete including treating timber with wood preservative two coats (ridging measured seperately). Per 3.60 Sqrs.
Analysis 1st half - Mullaitivu
Unit Rate
Rate
Amount
Page 78 420 S.ft 13 1/4 Cu.ft 72 Nos 1 1/4 Day 1 1/4 Day 3 2 2 1/2 3/4
Hour Days Days Gal Day
15 246 198 214 257 415 257 214 257 268a 257
7/50
No 18/53
420 72 6 2 2 0.5 0.75
Sq.ft 15 Nos. 198 Hour 257 Days 214 Days 257 gal 268a Days 257
Qty
Unit
9 No 194 2 Cu.ft 200 1/3 Bushel 126 1/3 Cwt. 46 1/4 Day 214 1/4 Day 257
Asbestos sheet Timber in purlins Roofing screws and washers Carpenter(Fixing Purlins) Labourer Allow for spikes for purlins Labourer(2) (hosting sheet) Carpenter (fixing sheet) Labourer Wood preservative Labourer Over heads Per 3.6 Sqrs. Per Sqrs. Say per sqrs. Per m2 Say per m2 Corrugated asbestos sheet fixed to roof or wall on existing frame work with necessary coach screws and limpet washers, or hook bolts.& with 2 coats wood Preservative to existing frame work Per 3.60 Sqrs. Asbestoes sheets. Drive screws 4 1/2"&washers Labourers. Carpenter Labourers. Wood preservative Labourers. Overheads Per 3.6 Sqrs. Per Sqrs. Say per sqrs. Per m2 Say per m2
Description Ridging, calicut pattern bedded in Cement and lime mortar 1:1:4, Coloured to match tiles. Per 12.0 L.ft. Ridge tiles Sand Lime Cement Mason Labourer Allow for colouring powder
Analysis 1st half - Mullaitivu
29 12,180.00 1250 16,562.50 6 432.00 475 593.75 325 406.25 100 100.00 325 243.75 475 950.00 325 650.00 315 157.50 325 243.75
29 12,180.00 6 432.00 325 243.75 475 950.00 325 650.00 315 157.50 325 243.75
Unit Rate
35 2100 257 520 475 325 10
Rate
315.00 42.00 85.67 173.33 118.75 81.25 10.00
32,519.50 4,552.73 37,072.23 10,297.84 10,298.00 1,108.50 1,109.00
14,857.00 2,079.98 16,936.98 4,704.72 4,705.00 506.46 506.00
Amount
826.00
Page 79 Over Heads Per 12 L.ft. Per L.ft Say per L.ft. Per L.m. Say per L.m 19/53
Ridging, Calicut Pattern bedded in cement and lime mortar 1:1:4 coloured to match tiles (tiles available at site) Per 12.0 L.ft. As in item 18 Less tiles Over heads Per 12 L.ft. Per L.ft. Say per L.ft. Per L.m. Say per L.m.
21/54
826.00
826.00 315.00
511.00 71.54 582.54 48.55 49.00 160.72 161.00
Ridging with asbestos cement close fitting ridges fixed complete with roofing screws or hook bolts. Per 13'-4" L.FT Asbestos ridging Roofing screws 4 1/2" Carpenter Labourers Over heads Per 13' 4" L.ft Per L..ft. Say per L.ft Per L.m. Say per L.m. Tiles, calicut pattern, flat supplied and laid up to 5 tiles in single storey building Per 3 tiles.
4 16 2 2
pairs Nos Hour Hour
14 198 214 257
3 1/2
Nos Hour
70 Tiles. 257 Labourer Over heads Per 3 tiles Per tiles Say per tiles
Qty
Unit
26/55
No 27/56
115.64 941.64 78.47 78.00 255.84 256.00
Description Tiles, calicut pattern flat supplied and laid (above 5 and up to 25) in single storey Building.
363 6 475 325
1,452.00 96.00 118.75 81.25
18 325
54.00 20.31
Unit Rate
Rate
1,748.00 244.72 1,992.72 149.49 149.00 488.72 489.00
74.31 10.40 84.72 28.24 28.00 Amount
Per 15.0 tiles. 15 1
Nos Hour
70 Tiles. 257 Labourer Over Heads Per 15 tiles Per tiles
18 325
Analysis 1st half - Mullaitivu
270.00 40.63
310.63 43.49 354.11 23.61
Page 80 Say per tile 30/56
24.00
Tiles calicut pattern supplied and laid in any Building. Per Sqrs. 125 1/4
Nos. Day
31/56
1/4
Day
43/59
1
Day
44/59
320 3/8
Nos. Day
70 Tiles. 257 Labourers (02) Over heads Per Square Say per sqrs. Say per m2 Tiles, calicut pattern, laid in any Buildings(tiles available at site). Per Sqrs. 257 Labourer (02) Overheads Per Sqrs. Say per sqrs. Per m2 Say per m2 Shifting and re-laying calicut pattern tiles. Per Sqrs. 257 Labourer Over heads Per Sqrs. Say per Sqrs. Per m2 Say per m2 Supplying and laying half round tiles on the existing asbestos roof. Per Sqrs. 91 Half round tiles. 257 Labourers (02) Overheads Per Sqrs. Say per sqrs. Per m2 Say per m2
18 325
2,250.00 162.50
325
162.50
162.50 22.75 185.25 185.00 19.91 20.00
325
325.00
325.00 45.50 370.50 370.00 39.83 40.00
6.5 325
2,080.00 243.75
2,412.50 337.75 2,750.25 2,750.00 296.00
2,323.75 325.33 2,649.08 2,649.00 285.15 285.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU CARPENTER AND JOINER. No 8/63
Qty
Unit
Description
Unit Rate
Boards, Barge, Valance, Fascia, 3/4" to 1" thick in class.I Local timber fixed complete with necessary Brass screws new or renewed above 1 C.ft.( 9" width) with 1 coat primer & 2 coat of enamel painting
Analysis 1st half - Mullaitivu
Rate
Amount
Page 81
82.5 4 2 1/2 1 1/2
Per 100.0 L.ft. Sq.ft 35 3/4" planks Doz 207b Brass screws 2" Scaffolding Day 214 Carpenter Day 257 Labourer sqrs painting as per item 25/168 Overheads Per 100 L.ft. Per L.ft. Say Rs. Per Lm Say Rs.
12/64
1/2 1/2 1/2 4 1.5
day 214 day 214 day 257 Doz 207b sqrs
3/61A
No 14/65
Boardes, Barge, Valance, Facia, available fixed including cutting and minor repairs.with 2 coats enamel painting per 100 l.ft (9"x1") Carpenter Carpenter Labourer Screws, 2" brass painting as per item 24/168 Over heads Per 75 Sq.ft or 100 l.ft Per Sq.ft. Say Rs. Per m2 Say per m2
50 69.00 475 325 1,854.25
4,125.00 276.00 8.13 950.00 162.50 2,781.38
475 475 325 69 1,241.28
237.50 237.50 162.50 276.00 1,861.91
3.25 52.5 475 325
341.25 210.00 237.50 162.50
8,303.00 1,162.42 9,465.42 94.65 95.00 310.47 310.00
2,775.41 388.56 3,163.97 42.19 42.00 451.92 452.00
Beadings, Class I local timber 1 1/2" to 2"x1/2" plain chamfered, fixed with brass screws
105 4 0.5 0.5
L.ft Doz Day Day
Qty
Unit
354 40a 214 257
Per 100 L.ft Fillets Screws 1 1/2" brass Carpenter Labourer Overheads Per 100 L.ft Per L.ft Say per L.ft Per Lm Say per Lm
Description Unit Rate 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 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
Analysis 1st half - Mullaitivu
Rate
951.25 133.18 1,084.43 10.84 11.00 35.57 36.00 Amount
Page 82
4.2 3.8 1 1 1/2 1 1/2
Cu.ft Cu.ft Lb. Day Day
246 245 150 214 257
2 2
Hour Hour
214 257 413
1/3 1/2
Gallon 268a Day 257
210 1/4 1 1 1/2
Sq.ft Lb. Day Day
13 153 214 257
125 6 3/4 3/4
L.ft Doz Day Day
25 40a 214 257
60 1/4 1/4
L.ft 147a Day 214 Day 257
0.25 bushel 216 1 Day 214 1 Day 257 1/4 Gall. 65 1 3/4 Day 214 413
No 14a/65
Qty
Unit
bearers 'Per 1.95 Sqrs (15'-0"x13'-0"). Timber.(4"x2") Timber.(2"x2") 2" nails Carpenter Labourer Fixing joists in wall and making good holes Mason Labourer Allow for cement and sand. Treating Timber with tarnap. Wood preservative. Labourer Cutting and nailing sheets. Asbestos sheets G.I. nails 3/4" Carpenter Labourer Fixing beading Beading Screws 1 1/2" Brass Carpenter Labourer Fixing cove mouldings Mouldings. Carpenter Labourer to assist White Washing Lime Painter Labourer Paint(Primer under coat and oil paint) Painter Allow for scaffolding Allow for brushes. Over heads Per 1.95 Sqrs Per Sqrs Say Rs. Say m2
1250.00 1250.00 34.00 475.00 325.00
5,250.00 4,750.00 34.00 712.50 487.50
475.00 325.00 50.00
118.75 81.25 50.00
315.00 325.00
105.00 162.50
18.00 34.00 475.00 325.00
3,780.00 8.50 475.00 487.50
4.00 52.50 475.00 325.00
500.00 315.00 356.25 243.75
4.50 475.00 325.00
270.00 118.75 81.25
270.00 475.00 325.00 1785.00 475.00 93.44 50.00
67.50 475.00 325.00 446.25 831.25 93.44 50.00
Description Unit Rate 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 timber and 2 coats emulsion paint to abestos sheet 65'-0"x3'-0" = 195 sq.ft
Analysis 1st half - Mullaitivu
Rate
20,675.94 2,894.63 23,570.57 12,087.47 12,087.00 1,299.68
Amount
Page 83
6.50 72 1 2 2
Cu.ft L.ft Lb. Day Day
245 193 150 214 257
2 2
Hour Hour
214 257 413
1/3 1/2
Gallon 268a Day 257
210 1/4 1 1 1/2
Sq.ft Lb. Day Day
13 153 214 257
300 6 300 2 2
L.ft Doz L.ft Day Day
397 40a 408 214 257
0.67 Gallon 64 2 Day 214
No 14b/65
Qty
Unit
Per 1.95 Sqrs Timber.2"x2" 2"x1"reppers 2" nails Carpenter Labourer Fixing joists in wall and making good holes Mason Labourer Allow for cement and sand. Treating Timber with tarnap. Wood preservative. Labourer Cutting and nailing sheets. Asbestos sheets G.I. nails 3/4" Carpenter Labourer Fixing Aluminium rubber beading Beading Aluminium Screws 3/4" Rubber Beading Carpenter Labourer Emulsion Painting Emulsion Paint Painter Allow for scaffolding Allow for brushes. Over heads Per 1.95 Sqrs Per Sqrs Say Rs. Per m2 Say m2
1250.00 8.00 34.00 475.00 325.00
8,125.00 576.00 34.00 950.00 650.00
475.00 325.00 50.00
118.75 81.25 50.00
315.00 325.00
105.00 162.50
18.00 34.00 475.00 325.00
3,780.00 8.50 475.00 487.50
12.80 52.50 3.00 475.00 325.00
3,840.00 315.00 900.00 950.00 650.00
1415.00 475.00 101.56 50.00
948.05 950.00 101.56 50.00
Description Unit Rate 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 Rate to include 2 coats tarnap to timber and 2 coats emulsion paint to abestos sheet
Analysis 1st half - Mullaitivu
Rate
24,308.11 3,403.14 27,711.25 14,210.90 14,211.00 1,529.71 1,530.00
Amount
Page 84
4.2 3.8 1 60.0 2 2
Cu.ft Cu.ft Lb. L.ft Day Day
246 245 150 193 214 257
2 2
Hour Hour
214 257 413
1/3 1/2
Gallon 268a Day 257
210 1/4 1 1 1/2
Sq.ft Lb. Day Day
13 153 214 257
260 6 260 2 2
L.ft Doz L.ft Day Day
397 40a 408 214 257
0.67 2
gal Day
64 214 415
No 14c/65
Qty
Unit
6 1/2
Cu.ft
1/4
Day
Per 1.95 Sqrs Timber. 4"x2" Timber. 2"x2" 2" nails reepes Carpenter Labourer Fixing joists in wall and making good holes Mason Labourer Allow for cement and sand. Treating Timber with tarnap. Wood preservative. Labourer Cutting and nailing sheets. Asbestos sheets G.I. nails 3/4" Carpenter Labourer Fixing Aluminium beading Beading Aluminium Screws 3/4" Rubber Beading Carpenter Labourer Emulsion Painting Emulsion Paint Painter Allow for scaffolding Allow for brushes. Over heads Per 1.95 Sqrs Per Sqrs Say Rs. Say m2
Description As per Item No.14 with only 2"x2"beares in eaves ceiling. -do- -do65'-0"x3'-0" = 195 sq.ft Per 1.95 Sqrs. As per Item No.14 Less for Timber 245 Timber 2"x2" Less for Timber work 214 Carpenter
Analysis 1st half - Mullaitivu
1250.00 1250.00 34.00 8.00 475.00 325.00
5,250.00 4,750.00 34.00 480.00 950.00 650.00
475.00 325.00 50.00
118.75 81.25 50.00
315.00 325.00
105.00 162.50
18.00 34.00 475.00 325.00
3,780.00 8.50 475.00 487.50
12.80 52.50 3.00 475.00 325.00
3,328.00 315.00 780.00 950.00 650.00
1415 475.00 101.56 100.00
948.05 950.00 101.56 100.00
Unit Rate
Rate
20,675.94 10,000.00 10,675.94 1250 8,125.00 475
118.75
25,505.11 3,570.72 29,075.83 14,910.68 14,911.00 1,603.00
Amount
18,800.94
Page 85 1/4
Day
257 Labour
325
81.25
475 270 1785 50 325 475 16.25 50
59.38 67.50 223.13 50.00 325.00 950.00 16.25 50.00
325
81.25
Over heads Rate per Sqrs Per 1.95 Sqrs. Per Sqre Say Per Sqr say per M2 14d/65
1/8 Day 214 0.25 Bushel 216 1/8 Gall. 65 413 1 Day 257 2 day 214 413
14e/65
No 26/68A
White washing to ceiling 2 coats and 2 coats of oil paint to beading and moulding. Per 1.95 Sqrs Painter preparing surfaces Lime Oil paint Allow for sand paper Labourer Painter Allow for scafolding Allow for brush Over Heads Per 1.95 Sqrs Per Sqrs Say Rs. Per M2
Ceiling, upper side cleaned and debris cleared away. 257 Labourer Over heads Per Square Say Rs. Per m2
1/4
Day
Qty
Unit
55 20 1 1/2 3/4 1 1/2
L.ft 147a nos 184 Hour 214 Day 257 Doz 207b
Description Cove mouldings Cl.I 2 1/2"x1 1/2" fixed with brass screws and plugs new or renewed. Per 50 L.ft Cove mouldings Wood plugs Mason Labourer Screws 2" Over heads
Analysis 1st half - Mullaitivu
Unit Rate
4.5 2 475 325 69
Rate
247.50 40.00 89.06 243.75 103.50
200.00 18,600.94 2,604.13 21,205.07 21,205.00 10,874.36 10,874.00 1,171.00
1,741.25 243.78 1,985.03 1,017.96 1,018.00 109.46
81.25 11.38 92.63 92.00 10.00
Amount
723.81 101.33
Page 86 Per 50 L.ft Per L.ft Say Rs Say per L.m
28/69
No 30/70
825.15 16.50 16.00 54.00
Doors or Windows, ledged, braced and battened with grooved and tongured joint,3 3/4" x 2 3/4" frames in spl.upper class timber/kempus & 3/4" to 7/8" thick sashes in class1 timber with brass fittings. Per 2-6x6-6 = 16.25 Sft 1.5 21 3 2 4
Cu.ft S.ft Doz Nos Nos
3 1.25
Day Day
3 2 2 0.5
no no doz doz
Qty
246 182 40a 220 199 414 214 257 119 23 40a 40d 414
Unit
Timber for frames spl. Upper class 1" Planks (Ginnisappu) Brass screw 1 1/2" Spur. Stones Rawl plugs and 2" screws Allow for Dowels Carpenter Labourer Fittings T- hinges 10" 6" Barrel bolt 1 1/2" screws 1" screws Allow sand paper 14% Over heads Per 16.25 Sq.ft Per Sq.ft Say per S.ft Per m2 Say per m2
1250 50 52.5 22.5 15 25 475 325
1,875.00 1,050.00 157.50 45.00 60.00 25.00 1,425.00 406.25
58 120 52.5 45 25
174.00 240.00 105.00 22.50 25.00
Description - do - do Sash only, in class 1 timber fixed with brass furniture.
Unit Rate
Rate
Per 14.4 Sft 21 3 1/2 2 1/4
Sq.ft Doz Doz Day
182 40a 40d 214
1" Planks(Ginnisappu) Screws 1 1/2" Screws 1" Carpenter
Analysis 1st half - Mullaitivu
50 52.5 45 475
1,050.00 157.50 22.50 1,068.75
5,610.25 785.44 6,395.69 393.58 394.00 4,234.30 4,234.00
Amount
Page 87 1
Day
3 2 2 0.5
Nos Nos Doz Doz
257 414 119 23 40a 40d
32/70
1.5 Cu.ft 246 8 S.ft 181 13 1/4 S.ft 182b 2 Doz 207a 1/2 Doz 40d 414 2.5 Day 214 1.25 Day 257 2 Nos 220 4 Nos 199 1.5 pair 22 1 Nos 196 0.75 Day 214 0.375 Day 257 414
No 32a/70
Qty
8 13.25 2 0.5 2.5
Unit
Labourer Allow for sand paper etc T-hinges-10" 6" Barrel bolt 11/2" screws 1" screws Over heads Per 14.4 S.ft Per S.ft Say Rs Say per m2
Doors or Windows, framed and battened, sash 1" to 1 1/8" thick in Special upper Class timber/kempus fixed complete with brass furniture. Per 16.25 sq.ft Timber 1 1/4" Planks 3/4" Planks 1 1/4" brass screws 1" Screws Allow dowels Carpenter Labourer Spur stone Rawl plugs 4"Brass hinges 6" rim lock Carpenter (frame) Labourer Allow for sand paper etc. Over heads Per 16.25 S.ft Per S.ft Say Rs Say per m2
325 25 58 120 52.5 45
325.00 25.00 174.00 240.00 105.00 22.50
1250 135 105 45 45 25 475 325 22.5 15 79 446 475 325 25
1,875.00 1,080.00 1,391.25 90.00 22.50 25.00 1,187.50 406.25 45.00 60.00 118.50 446.00 356.25 121.88 25.00
Description Unit Rate Battened sash only 1" to 11/8" thick in sp. upper class timber/kempus fixed completed with brass fittings
Per 14.4 sq.ft sq.ft 181 11/4" planks sq.ft 182b 3/4" planks Doz 207a 11/4" brass screw Doz 40d 1" brass screw Day 214 Carpenters
Analysis 1st half - Mullaitivu
135 105 45 45 475
Rate
1,080.00 1,391.25 90.00 22.50 1,187.50
3,190.25 446.64 3,636.89 252.56 252.00 2,717.00
7,250.13 1,015.02 8,265.14 508.62 509.00 5,472.00
Amount
Page 88 1.25 1.5 1
Day Pair No
257 22 196 414
42/74
Labourers 4" brass hinges 6" Rim Lock Allow for sand paper Over head Per 14.4 sq.ft per 1sq.ft say per sq.ft per m2 Say per m2
325 79 446 25
406.25 118.50 446.00 25.00
1250 135 105 19 3.25 50 22.5 15 50 475 325 475 325
2,125.00 2,430.00 735.00 266.00 146.25 500.00 45.00 60.00 50.00 356.25 121.88 2,850.00 568.75
136 136 120 525 52.5 45 25
408.00 136.00 120.00 525.00 210.00 90.00 25.00
Doors or windows,glazed & or pannelled with 3 3/4"x2 3/4" frames & 1 1/8" to 1 1/4"sashes in special upper class local timber/kempus fixed
1.7 18 7 14 45 10 2 4
C.ft S.ft S.ft L.ft L.ft S.ft Nos Nos
3/4 3/8 6 1.75
Day Day Day Day
3 1 1 1 4 2
pairs Nos Nos Nos Doz Doz
246 181 182b 205 354 81 220 199 413 214 257 214 257 94 117 23 142 40a 40d 414
Per 28 S.ft (4'-0"x7'-0") Timber in frames 1 1/4"-1 1/2" Planks 3/4" Planks 1 1/2"x1 1/2" Sash bars Fillets Glass panes Spur. Stones Rawl plugs and screws Allow for Dowels Carpenter (frame) Labourer Carpenter (sash) Labourer Fittings 4"x3" brass hinges 10" Skilton bolt 6" barrel bolt concord 11/2" Brass screws 1" Brass screws Allow for sand paper Over heads Per 28 S.ft Per S.ft Say Rs Say per m2
No 44/75
4,767.00 667.38 5,434.38 377.39 377.00 4,060.69 4,061.00
Qty
Unit
Description Unit Rate Doors or Windows, glazed or pannelled sash only 1 1/8" to 1 1/4" thick in Special upper class timber/kempus with brass furniture. Per 24.7 Sq.ft (3'-7 1/2"x6'-9 3/4") Timber and glass panes as in Item 42 Labourer as in Item 42 Fitting as in item 42 Over heads Per 24.7 Sq.ft
Analysis 1st half - Mullaitivu
Rate
4,077.25 3,418.75 1,514.00
10,254.13
1,514.00 11,768.13 1,647.54 13,415.66 479.13 479.00 5,155.00
Amount
9,010.00 1,261.40 10,271.40
Page 89 Per Sq.ft Say Rs Say per m2
44a/75
1.65 11 6 7 1/2
No 52/78
2 3/4 3/4 3.187
Cu.ft 246 S.ft 181 S.ft 182b S.ft 409 415 Nos 220 day 214 day 257 day 214
1.500 1.000 2.000 0.500
pair Nos Doz Doz
1
day
Qty
Unit
1.65 14 11 2 4
C.ft S.ft S.ft No No
95 142 40A 40D 414 257
246 181 182b 220 199 415
415.85 416.00 4,474.00
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/kempus, fixed complete with brass furniture. Per 21 S.ft Timber in frame 1250 1 1/4" Planks 135 3/4" Planks 105 Weldmesh 10 Allow for Dowels 100 Spur stones 22.5 Carpenter 475 Labour 325 Carpenter 475 FITTING 4" Brass hinges 205 Mortice lock 525 1 1/2" Brass screws 52.5 1" Brass screws 45 Allow for sand paper 25 Labour 325 Over heads Per 21 S.ft Per S.ft Say Rs Say per m2
Description Unit Rate Doors pannelled with 3 3/4"x2 3/4" frames and 1 - 1 1/8"sashes in Special upper Class timber fixed/kempus.with brass fittings Per 21.0sq.ft Timber 1250 1 1/8" Planks 135 3/4" Planks 105 Spur Stones 22.5 Rawl plugs and screws 15 Allow for Dowels 100
Analysis 1st half - Mullaitivu
2,062.50 1,485.00 630.00 75.00 100.00 45.00 356.25 243.75 1,513.83 307.50 525.00 105.00 22.50 25.00 325.00
Rate
2,062.50 1,890.00 1,155.00 45.00 60.00 100.00
7,821.33 1,094.99 8,916.31 424.59 425.00 4,568.00
Amount
Page 90 3/4 3/8 4 1 1/4
Day Day Day Day
214 257 214 257
1 1/2 1 2 0.5
pair No Doz Doz
94 142 40a 40d 414
53/78
475 325 475 325
356.25 121.88 1,900.00 406.25
136 525 52.5 45 25
204.00 525.00 105.00 22.50 25.00
475 325
89.06 60.94
475
59.38
1250 475
562.50 237.50
8,978.38 1,256.97 10,235.35 487.40 487.00 5,244.00
Door or Window, removing easing and re-fixing. 1 1/2 1 1/2
Hour Hour
214 Carpenter 257 Labourer Over heads Per sash Say Rs
54/78
150.00 21.00 171.00 171.00
Door or Window, easing only. 1
Hour
214 Carpenter Over heads Per sash Say Rs
55/79
No 100/92
Carpenter Labourer Carpenter Labourer fitting 4"x3" Brass hinges Mortice lock concord 1 1/2" Brass screws 1" - Do Allow for sand paper Over heads Per 21 S.ft Per S.ft Say Rs Say per m2
59.38 8.31 67.69 67.00
Door or Window frames renewed in short lengths with special upper Class timber/kempus. Assume 3'-0" Length of frame renewed 0.45 1/2
Cu.ft Day
Qty
Unit
55 1 1 1/8
L.ft Hour Hour Lbs
246 Timber 4" x 3" 214 Carpenter Over heads Per 3 l.ft Per l.ft Say Rs Say per L.m
193 214 257 150
Description Unit Rate 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 for seperately). Per 50 l.ft Reepers 8 Carpenter 475 Labourer 325 Nails 2" 34 Over heads
Analysis 1st half - Mullaitivu
Rate
440.00 59.38 40.63 4.25
800.00 112.00 912.00 304.00 304.00 997.12 Amount
544.25 76.20
Page 91 Per 50 L.ft Per L.ft Say Rs Say per L.m 101/92
100 1 1/2 1 1/2 1/4
107/94
L.ft Hour Hour Lbs
193 214 257 150
- do over 100 L.ft. Per 100 L.ft Reepers Carpenter Labourer Nails 2" Over heads Per 100 L.ft Per L.ft Say Rs Say per L.m
620.45 12.41 12.00 41.00 - do -
8 475 325 34
800.00 89.06 60.94 8.50
958.50 134.19 1,092.69 10.93 11.00 36.00
Roof with calicut pattern tiles on spl upper class/Kempus frame work complete with ridges, hips etc. Per 6 sqrs 34 660 750 52 8 2 2 1/2 3 8 10 4 3 3 1 1/2 1 1/2
No 107a/94
Qty
27 660 750 35 7 2 2 1/4 1
Cu.ft 246 Timber L.ft 193 Reepers sp . Upper class No 70 Tiles No 194 Ridge tiles Lbs 267a 6" wire nails Lbs 267a 2" wire nails Gal 268a Wood preservative Cwt 46 Cement Cu.ft 200 Sand 413 Allow for colouring powder etc Day 214 Carpenter Day 257 Labourer Day 257 Labourer Day 257 Labourer Day 214 Mason Day 257 Labourer Over heads Per 6 Sqrs Per square Say per sqr Per m2 Say per m2 Unit Description gable end roof - do - do - do -. Cu.ft 246 Timber L.ft 193 2"x1" Reeper sp .upper class Nos 70 Tile Nos 194 Ridge tiles Lbs 267a 6" Wire nails Lbs 150 2" Nails Gal 268a Wood preservative Cwt 46 Cement
Analysis 1st half - Mullaitivu
1250 42,500.00 8 5,280.00 18 13,500.00 35 1,820.00 36.5 292.00 36.5 73.00 315 787.50 520 1,560.00 2100 168.00 50 50.00 475 4,750.00 325 1,300.00 325 975.00 325 975.00 475 712.50 325 487.50
Unit Rate
Rate
1250 33,750.00 8 5,280.00 18 13,500.00 35 1,225.00 36.5 255.50 34 68.00 315 708.75 520 520.00
75,230.50 10,532.27 85,762.77 14,293.80 14,294.00 1,538.62 1,539.00 Amount
Page 92 0.06
9 3 3/4 2 3/4 3 1 1
Cube 197 Sand 413 Allow for colouring powder etcs Labour frame work Day 214 Carpenter Day 257 Labourer Treating work Day 257 Labourer Laying Day 257 Labourer Ridging Day 214 Mason Day 257 Labourer Over heads Per 6 Sqrs Per sqrs Say Rs Say per m2
117/97
3 1
Hour Hour
121/98 5/6
No
Cu.ft
Qty
Unit
2 310 20 1
Cu.ft L.ft L.ft Lb
4
Day
Timber available, sorted out, cut to required sizes and fixed in roof and other carpentry work. Per 5/6 Cu.ft 214 Carpenter 257 Labourer 415 Allow for nails, spikes etc Over heads Per 5/6 Cu.ft Per Cu.ft Say Rs Say per m3 Timber special upper Class fixed or renewed in roof and other carpentry work. 246 Timber Labourer as in Item 117 Over heads Per 5/6 Cu.ft Per Cu.ft Say Rs Say per m3
135/101
246 205 26 150 414 214
Description Trellis partition with 1/2"x1/2" laths fixed 2" apart diagonally or horizontally and vertically on 4"x2" Milla timber framing. Per 24 S.ft (6'-0"x4'-0") 4"x2" Timber 1/2"x1/2" Laths 2"x1/2" Beading 1" Nails Allow for 2" nails Carpenter
Analysis 1st half - Mullaitivu
2100 50
126.00 50.00
475 325
4,275.00 1,218.75
325
893.75
325
975.00
475 325
475.00 325.00
475 325 100
178.13 40.63 100.00
1250 318.75
1,041.67 318.75
Unit Rate
1250 19 4 34 25 475
Rate
2,500.00 5,890.00 80.00 34.00 25.00 1,900.00
63,645.75 8,910.41 72,556.16 12,092.69 12,093.00 1,302.00
318.75 44.63 363.38 436.05 436.00 15,387.00
1,360.42 190.46 1,550.88 1,861.05 1,861.00 65,672.00
Amount
Page 93 1/2
Day
257 Labourer 414 Allow for 4 plugs fixed to walls Over heads Per 24 S.ft Per S.ft Say Rs Say per m2
325 25
162.50 25.00
10,616.50 1,486.31 12,102.81 504.28 504.00 5,425.00
Door frame 4"x3" in spl upper class timber/kempus supplied and fixed in position
138/102
per'16.25 Sft 1.7 1 1 1/2 1/8
Cu.ft Day Day day Day
2 4
Nos Nos
246 214 257 214 214 412 220 98
118/97
No 140/103
Timber Carpenter Labourer Mason Labourer Allow for cement sand Spur stones Rawl plug Over heads Per 16.25 S.ft Per s.ft Say per sft Per m2 Say per m2
1250 475 325 475 475 75 22.5 17.5
2,125.00 475.00 325.00 237.50 59.38 75.00 45.00 70.00
1,250.00 475.00 325
625.00 237.50 81.25
3,411.88 477.66 3,889.54 239.36 239.00 2,575.09 2,575.00
Timber fixed or renewed in post and frames special upper class/kempus Per 1/2 Cu.ft 0.5 0.5 0.25
c.ft Day Day
Qty
Unit
1.6 2 4
Cu.ft Nos Nos
1
Day
246 Timber 214 Carpenter 257 Labourer Overheads per 1/2 c.ft per c.ft Say per c.ft Per m3 Say per m3
246 220 98 414 214
Description Unit Rate Door 1 1/4" thick plywood ordinary sash single (ordinary finish) hung on 4"x3" frame in Special upper class timber/kempus and complete with brass furnishers & lock Per 22.75 sq.ft (3'-3"x7'-0") Timber 1250 Spur stone 22.5 Rawl plugs 17.5 Allow for dowels 25 Carpenter 475
Analysis 1st half - Mullaitivu
Rate
2,000.00 45.00 70.00 25.00 475.00
943.75 132.13 1,075.88 2,151.75 2,152.00 75,929.99 75,930.00
Amount
Page 94 1 1/8 1/8
Day Day Day
1 1/2 Pairs 1 Nos 1 Nos 1 Nos 1 Doz 2 Doz 1 Doz
No 140a/103
1 0.5 0.5
No Day Day
Qty
Unit
1.6 2 4
Cu.ft No No
1 1 0.13
Day Day Day
257 Labourer 214 Mason 257 Labourer fittings 94 4"x3" Brass hinges 117 10" skelton bolt 23 6" Barrel bolt 142 Mortice lock 40a 11/2" Brass screw 40d 1" - Do 40c 3/4" -Do 413 Allow for cement Door sash plywood (ordinary finish) 188 plywood door ( 6'-9" x 2'-9") 214 Carpenter 257 Labourer Over heads Per 22.75 Sq.ft Per s.ft Say per s.ft per m2 Say per m2
246 220 98 414 214 257 214
Description As per Item No 140 but with marine type 2'-8"x 7'-0" Per 18.62sq.ft Timber Spur Stone Rawl plug Allow for Dowels Carpenter Labour Mason
Analysis 1st half - Mullaitivu
325 475 325
325.00 59.38 40.63
136 136 120 525 52.5 45 31.5 50
204.00 136.00 120.00 525.00 52.50 90.00 31.50 50.00
1765 475 325
1,765.00 237.50 162.50
Unit Rate
1,250.00 22.50 17.50 25.00 475.00 325.00 475.00
Rate
2,000.00 45.00 70.00 25.00 475.00 325.00 61.75
6,414.00 897.96 7,311.96 321.40 321.00 3,457.80 3,458.00
Amount
Page 95 0.13
Day
1 0.5 0.5 1.5 2 2 1 2 1
no Day Day pair Nos Nos Doz Doz Doz
142/104
1 1/2 Pairs 1 Nos 1 Nos 1 Nos 1 Doz 2 Doz 1 Doz
No 143/104
1 0.5 0.5
No Day Day
Qty
Unit
1 0.5 0.5 1.5 2
Nos Day Day pair Nos
257 Labour 325.00 Marine Door Sash 187 Ply wood Door 1,848.00 214 Carpenter 475.00 257 Labour 325.00 94 4" x 3" Brass hinges 136.00 23 6" barrel bolt 120.00 60 Draw rings 25.00 40a 11/2" Brass screw 52.50 40d 1" - do 45.00 40c 3/4" -do31.50 Over head Per18.62 Sq.ft Per Sq.ft Say Rs Say per m2 per m2 Supplying and fixing Plywood door 1 1/4" thick single (Ordinary finish) to the existing frame with brass fittings 2' 9" x 6' 9" = 18.56 S.ft 94 4"x3" Brass hinges 136.00 117 10" skelton bolt 136.00 23 6" Barrel bolt 120.00 142 Mortice lock 525.00 40a 11/2" Brass screw 52.50 40d 1" - Do 45.00 40c 3/4" -Do 31.50 413 Allow for cement 50 Door sash plywood (ordinary finish) 188 plywood door ( 6'-9" x 2'-9") 1765 214 Carpenter 475 257 Labourer 325 Over heads Per 18.56 S.ft Per S.ft Say Per S.ft Per m2 Say Per m2
Description Unit Rate -do- -do- plywood Marine type 1 1/4" thick single hung to existing frame with fitting
187 214 257 94 23
2' 3" x 6' 9" = 15.18S.ft Marine Door Sash Ply wood Door Carpenter Labour 4" x 3" Brass hinges 6" barrel bolt
Analysis 1st half - Mullaitivu
1848 475 325 136 120
42.25 1,848.00 237.50 162.50 204.00 240.00 50.00 52.50 90.00 31.50
5,960.00 834.40 6,794.40 364.90 365.00 3,927.40 3,927.00
204.00 136.00 120.00 525.00 52.50 90.00 31.50 50.00 1,765.00 237.50 162.50
Rate
1,848.00 237.50 162.50 204.00 240.00
3,374.00 472.36 3,846.36 207.24 207.00 2,229.56 2,230.00
Amount
Page 96 2 1 2 1
Nos Doz Doz Doz
60 40a 40d 40c
Draw rings 11/2" Brass screw 1" - do 3/4" -doOverheads Per 15.18 S.ft Per S.ft Say per S.ft Per m2 Say per m2
25 52.5 45 31.5
50.00 52.50 90.00 31.50
2,916.00 408.24 3,324.24 218.99 219.00 2,355.96 2,356.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU PAINTER & DECORATOR. No
Qty
Unit
1
Hour
13/165
Description Lettering 1" to 1 1/2" painted in sinhalese English or Tamil, including painting ground. Per 6 letters 206 Signboard painter
Analysis 1st half - Mullaitivu
Unit Rate
375
Rate
46.88
Amount
Page 97 416 Allow for painting background 2 coats 414 Allow for brushes paint etc Over heads Per 6 letters Per letter Say Rs 14/165
1
Hour
15/166
1
Hour
23/168
0.17 5
No
gal Hour
Lettering 2" to 3" - do - do - do -. Per 5 letters 206 Signboard painter 414 Allow for brushes, paint 416 Allow for painting backround 2 coats Over heads Per 5 letters Per letter Say Rs Lettering 4" to 5" - do - do - do -. Per 4 letters 206 Signboard painter 413 Allow for brushes, paint etc 416 Allow for painting backround 2 coats Over heads Per 4 letters Per letter Say Rs Painting, enamel paint including washing cleaning and smoothing down with sand paper, 1 coat. Per square 171 Oil paint 214 Painter cleaning down and painting 413 Allow for brushes sand paper washing soda Over heads Per square Say Rs Per m2 Say per m2
Qty
Unit Code
0.17 4
gal Hour
24/168
Description Painting enamel paint - do - do 2 coats. Per square 1st coat as in Item 23 171 Paint ( 2 nd coat ) 214 Painter 413 Allow for brushes etc Over heads Per square Say per Sqr
Analysis 1st half - Mullaitivu
150 25
150.00 25.00
375 25 150
46.88 25.00 150.00
375 50 150
46.88 50.00 150.00
1785 475 50
303.45 296.88 50.00
Unit Rate
650.33 1785 475 50
Rate
650.33 303.45 237.50 50.00
221.88 31.06 252.94 42.16 42.00
221.88 31.06 252.94 50.59 50.00
246.88 34.56 281.44 70.36 70.00
650.33 91.05 741.37 741.00 79.80 80.00
Amount
1,241.28 173.78 1,415.05 1,415.00
Page 98 Per m2 Say per m2 25/168
0.17 0.33 2
gal gal Day
190 65 214 413
25a/168
0.33 1.25
gal Day
27/169
0.17 5
No
gal Hour
65 214 413
Painting New wood 1 Coat primer & 2 Coats Enamel paint Per sqrs Primer Enamel paint Painter Allow Sand paper & brushes Over heads Per square Say per Sqr Per m2 Say per m2 Painting new wood work and 2 coats of enamel paint. Per square Gloss paint(enamel) Painter Allow for sand paper brushes etc Over heads Per square Say per sqr Per m2 Per m2
Painting Steel work, 1 coat, with Anticrosive paint including removing scale and wire brushing. Per square 12b Anticrosive paint 214 Painter pareparing surface and painting 413 Allow for brushes Over heads Per square Say per sqr per m2 Say per m2
Qty
Unit Code
0.17 4
gal Hour
28/169
152.32 152.00
Description Painting Steel work, 2 coats, with Red oxide including removing scale and wire brushing. Per square 1st coat as in Item 27 12b Paint 214 Painter 414 Allow for brushes etc Over heads Per square Say per sqr
Analysis 1st half - Mullaitivu
1560 1785 475 50
265.20 589.05 950.00 50.00
1785 475 50
589.05 593.75 50.00
1139 475 50
193.63 296.88 50.00
Unit Rate
540.51 1139 475 25
Rate
540.51 193.63 237.50 25.00
1,854.25 259.60 2,113.85 2,114.00 227.56 228.00
1,232.80 172.59 1,405.39 1,405.00 151.28 151.00
540.51 75.67 616.18 616.00 66.33 66.00
Amount
996.64 139.53 1,136.16 1,136.00
Page 99 Per m2 Say per m2
30/169
Painting walls with emulsion paint 1 coat (new coat). 0.17 3
gal Hour
30a/169
0.17 3
gal Hour
31/170
0.14 2 1/2
No 31a/170
122.30 122.00
gal Hour
64 Emulsion paint 214 Painter 413 Allow for brushes Over heads Per square Say per sqr per m2 Say per m2 Painting walls with weather shield 1 coat ( New work ) Per square 63 weather shield paint 214 Painter 413 Allow for brushes etc Overheads Per Sqr Say Per Sqr Per m2 Say Per m2 Painting walls with Emulsion paint, 2 coats (new work). Per square 1st coat as in Item 30 64 Emulsion paint 214 Painter 414 Allow for brushes etc Over heads Per square Say per sqr Per m2 Say per m2
Qty
Unit Code
0.14 2.5
gal Hrs
1415 475 50
240.55 178.13 50.00
1790 475 50
304.30 178.13 50.00
468.68 1415 475 25
468.68 198.10 148.44 25.00
Description Unit Rate Painting walls with 2 coats of weather shield paint ( New work ) Per square 1 st coat as in Iten 30a 63 2 nd coat w.s. paint 1790 214 Painter 475 413 Allow for brushes 50 Over heads Per square Say per sqr Per m2
Analysis 1st half - Mullaitivu
Rate
532.43 250.60 148.44 50.00
468.68 65.61 534.29 534.00 57.51 58.00
532.43 74.54 606.96 607.00 65.34 65.00
840.21 117.63 957.84 957.00 103.10 103.00
Amount
981.46 137.40 1,118.87 1,118.00 120.44
Page 100
32/170
1/2
Hour
32a/170
0.5
Hrs
33/170
33a/170
0.5
No 40/172
Hrs
Qty
Unit
0.25 2
gal Hour
Say per m2 Painting walls with Emulsion paint, 1 coat including preparing surface of old work. Per square As I Item 30 214 Painter 413 Allow for wire brushes sand paper etc Over heads Per square Say per sqr Per m2 Say per m2 Painting walls with weather shield paint 1 coat ( Old work ) Per square As I Item 30a 214 Painter for preparing surface 413 Allow for wire brushes Over heads Per square Say per sqr Per m2 Say per m2 - do - do 2 coats - do - do -. Per square As in Item 31 Preparing surface as in Item 32 Over heads Per square Say per sqr Per m2 Say per m2 Painting walls with weather shield paint 2 coat ( Old work ) Per square As in Item 31a 214 Painter for preparing surface 413 Allow for wire brushes Over heads Per square Say per sqr Per m2 Say per m2 Code Description Tarnap or other wood preservative, applied to wood work 1 coat (old work). Per square 268a Wood preservative 214 Painter 414 Allow for brushes etc Over heads Per square Say per sqr Per m2 Say per m2
Analysis 1st half - Mullaitivu
120.00
468.68 475 50
468.68 29.69 50.00
532.43 475 50
532.43 29.69 50.00
840.21 79.69
840.21 79.69
475 50
981.46 29.69 50.00
Unit Rate
315 475 25
Rate
78.75 118.75 25.00
548.36 76.77 625.13 625.00 67.29 67.00
612.11 85.70 697.81 698.00 75.11 75.00
919.90 128.79 1,048.69 1,049.00 112.88 113.00
1,061.15 148.56 1,209.71 1,210.00 130.22 130.00 Amount
222.50 31.15 253.65 253.00 27.30 27.00
Page 101
41/172 0.45 4
Tarnap or other wood preservative, applied to wood work 2 coats (new work). Per square gal 268a Wood preservative Hour 214 Painter 414 Allow for brushes Over heads Per square Say per sqr Per m2 Say per m2
141.75 237.50 25.00
325 475 50 1756
121.88 237.50 50.00 351.20
760.58 1756 475 25
760.58 298.52 237.50 25.00
404.25 56.60 460.85 460.00 49.61 50.00
Varnishing with best copal varnish after washing down and sand papering 1 coat. Per sqrs
44/173
3 4
Hour Hour
0.2
gal
45/173
0.17 4
No 49/174
315 475 25
Qty
gal Hour
257 214 413 260
Labourer Painter Allow for sandpaper, brushes etc Varnish Over heads Per square Say per sqr Per m2 Say per m2
- do - do Per square 1st coat as in Item 44 260 Varnish 214 Painter 414 Add for brushes etc Over heads Per square Say per sqr Per m2 Say per m2
Unit Code
1 Day 214 1 Day 257 3/4 Bushel 216 1/4 Lb 85 414 1/4 Lb 269
760.58 106.48 867.06 867.00 93.33 93.00
- do 2 coats.
Description White or colourwashing walls of single storey buildings 1 coat, including patching and preparing surface. Per 10 sqrs Painter Labourer Boiled lime Glue Allow for brushes Yellow Ochre Over heads
Analysis 1st half - Mullaitivu
Unit Rate
475 325 270 86 25 0
Rate
475.00 325.00 202.50 21.50 25.00 0.00
1,321.60 185.02 1,506.62 1,507.00 162.18 162.00
Amount
1,049.00 146.86
Page 102 Per 10 sqrs Per square Say per sqr Per m2 Say per m2
50/174 1 3/4 Day 214 1 3/4 Day 257 1 1/4 Bushel 216 1/2 Lb 85 413 1/2 Lb 269
1,195.86 119.59 120.00 12.87 12.90
- do 2 coats Per 10 squares Painter Labourer Lime Glue Allow for brushes etc Yellow Ochre Over heads Per 10 squares Per square Say Rs Per m2 Say per m2
- do - do -. 475 325 270 86 50 0
831.25 568.75 337.50 43.00 50.00 0.00
1,830.50 256.27 2,086.77 208.68 208.00 22.46 22.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU BRASS FOUNDER. No
Qty
Unit Code
1 1/2 1/3
Per No no 22 4" Brass barrel bolt Doz 207a 1" screws brass hr 214 Carpenter
4/127
Description Bolts barrel 4", brass oxidised heavy quality supplied and fixed with brass screws.
Analysis 1st half - Mullaitivu
Unit Rate
79 45 475
Rate
79.00 22.50 19.79
Amount
121.29
Page 103 Over heads Per No Say Rs 6/128
1
120.00 42.29
1 1/3 3/4
Casement fastner with mortice plate, brass oxidised heavy quality supplied and fixed with brass screws. Per No no 45 Casement fastner 90.00 Doz 207a 1" Screws 45 hr 214 Carpenter 475 Over heads Per No Say Rs
90.00 15.00 44.53
1 1/3 1/2
Casement stays 10", brass oxidised heavy quality supplied and fixed. Per No No 44 10" Casement stay Doz 207a 1" Screws hr 214 Carpenter Over heads Per No Say Rs
90 45 475
90.00 15.00 29.69
1 1/3 3/4
Fanlight Catches brass oxidised heavy quality with brass screws fixed complete. Per No No 66 Fanlight Catch Doz 40d 1" Screws hr 214 Carpenter Over heads Per No Say Rs
30 45 475
30.00 15.00 44.53
Qty
Unit Code
19/130
21/131
No 27/132
- do 6" - do - do - do Per No 23 6" Brass barrel bolt. Screws and labour as in Item 4 Over heads Per No Say Rs
120 42.29
18/130
1 1 3/4 3/4
no
16.98 138.27 138.00
Description Unit Rate But hinges 4"x3" brass oxidised heavy quality supplied and fixed with brass screws complete. Per No Pair 94 Hinges per pair 136 Doz 40a 1 1/2" screws 52.5 hr 214 Carpenter 475 hr 257 Labour 325 Over heads Per No Say Rs
Analysis 1st half - Mullaitivu
Rate
136.00 52.50 44.53 30.47
162.29 22.72 185.01 185.00
149.53 20.93 170.47 170.00
134.69 18.86 153.54 154.00
89.53 12.53 102.07 102.00
Amount
263.50 36.89 300.39 300.00
Page 104 29/132
1
Pair
29a/132
1
Pair
- do 4"x4" - do - do - do Per No 95 4" x 4" hinges per pair Screws and labour as in Item 27 Over heads Per No Say Rs - do 4"x2 1/2" - do - do Per No 95a 4"x2 1/2" hinges per pair Screws and labour as in Item 27 Over heads Per No Say Rs
31/133
31a/133
1 1/4 1/4
52/137
205.00 127.50
115.5 127.50
115.50 127.50
45 45 475 325
90.00 33.75 59.38 40.63
26.25 31.5 475
26.25 7.88 14.84
332.50 46.55 379.05 379.00
- do -
243.00 34.02 277.02 277.00
Hinges centre pivot (consisting of 2 pieces) brass oxidised heavy quality supplied and fixed with brass screws complete. 2 3/4 1 1
No 51/137
205 127.50
Set Doz hr hr
47 40d 214 257
3" Centre pivots, set of 4 pieces 1" Screws Carpenter Labourer Over heads Per set of 4 Nos Per set of 2 Nos
Rings, brass 1 3/4" to 1 1/2" supplied and fixed to doors and windows with brass screws. Per No no 198a Ring 1 1/2" Doz 40c Brass Screws 3/4" hr 214 Carpenter Over heads Per No Say Rs
Qty
Unit Code
Description Lock Mortice Vinion single supplied and fixed. Per No 142 Mortice Lock (single) 214 Carpenter Over heads Per No Say Rs
1 1/2
No Day
Lock Mortice Vinion double, supplied and fixed.
Analysis 1st half - Mullaitivu
Unit Rate
525 475
Rate
525.00 237.50
223.75 31.33 255.08 128.00
48.97 6.86 55.82 56.00
Amount
762.50 106.75 869.25 869.00
Page 105
1 1
No Day
790 475
790.00 475.00
No Day
Mortice Lock Union ( English) single supplied and fixed. Per No 145 Mortice Lock Union (single) 214 Carpenter Over heads Per No Say Rs
1575 475
1,575.00 237.50
No Day
Mortice Lock Union ( English) double supplied and fixed. Per No 146 Mortice Lock Union (double) 214 Carpenter Over heads Per No Say Rs
2795 475
2,795.00 475.00
53/137
1 1/2
54/157
1 1
53a/137
1 0.5
No Day
1
Cwt.
1 1 1
day day lbs
Qty
Unit
1
Cwt.
3/4 3/4 1
day day lbs
63/123
No 64/123
Per No 143 Mortice Lock (double) 214 Carpenter Over heads Per No Say Rs
Lock Night Latch supplied and fixed with duplicate keys approved quality Per No 144 Lock Night Latch 290 214 Carpenter 475 Overheads Per No Say per no Tor steel rods in reinforcing. Per cwt. 249 Tor steel rods 4330 Allow for 10% Wastage 433 215 Smith 475 257 Labour 325 31 14 B.W.G. Wire 40 Over heads Per cwt. Say per Cwt per kg Say per kg Code Description Unit Rate Tor steel rods reinforcement in foundation Per cwt. 249 Tor steel rods 4330 Allow for 10% Wastage 433 215 Smith 475 257 Labour 325 31 14 B.W.G. Wire 40 Over heads Per cwt. Say per cwt Per kg
Analysis 1st half - Mullaitivu
290.00 237.50
4,330.00 433.00 475.00 325.00 40.00
Rate
4,330.00 433.00 356.25 243.75 40.00
1,265.00 177.10 1,442.10 1,442.00
1,812.50 253.75 2,066.25 2,066.00
3,270.00 457.80 3,727.80 3,728.00
527.50 73.85 601.35 601.00
5,603.00 784.42 6,387.42 6,387.00 127.75 128.00 Amount
5,403.00 756.42 6,159.42 6,159.00 123.19
Page 106 Say per kg 63a/123 1
Cwt
140
1 1 1
day day lbs
215 257 31
64a/123 1
Cwt
140
3/4 3/4 1
day day lbs
215 257 31
123.00
Mild Steel rods in reinforcing lintols or beams. Per cwt. Mild Steel rods 4240 Allow westage 10% 424.00 Smith 475 Labour 325 14 B.W.G. Wire 40 Over heads Per cwt. Say per cwt Per kg Say per kg Mild Steel rods in Foundation . Per cwt. Mild Steel rods Allow westage 10% Smith Labour 14 B.W.G. Wire Over heads Per cwt. Say per cwt Per kg Say per kg
4240 424 475 325 40
4,240.00 424.00 475.00 325.00 40.00
4,240.00 424.00 356.25 243.75 40.00
5,504.00 770.56 6,274.56 6,275.00 125.50 126.00
5,304.00 742.56 6,046.56 6,047.00 120.93 121.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU IRONMONGER. No
Qty
Unit Code
1 1 1/2 1 1/4 1 1/4
Pair doz hr hr
49/119 119 40a 214 257
Description Hinges T, 10" Iron, heavy quality supplied and fixed with iron screws complete. Per Pair 10" hinges 1 1/2" Screws Carpenter Labourer Over heads
Analysis 1st half - Mullaitivu
Unit Rate
58 52.5 475 325
Rate
58.00 78.75 74.22 50.78
Amount
261.75 36.65
Page 107 Per Pair Say Rs 60/121
No 67/123
298.40 298.00
1 0.5 1 1/2
Locks, rim 6" iron, superior quality, heavy type, s/f. with iron screws complete. Per no no 196 6" Rim lock doz 40d 1" Brass Screws Hour 214 Carpenter Over heads Per no Say Rs
Qty
Unit Code
0.17 1 1 1
cwt hr hr hr
67e/123 0.09
cwt
140 214 257 214 414
446 45 475
Description Unit Rate M.S.Bars 5/8" dia supplied & fixed in window frame at 4" cetres & painted with one coat red lead & 2 coats aluminium Per'4 Rods or 17 l.ft M.S.Rods 4240 Carpenter 475 Labourer 325 Painter 475 Allow for paint 25 Over heads Per 17 L.ft Per L.ft Say Rs Say per L.m
1/2" dia - do 140 M.S.Rods Labour paint etc. as in Item 67 Over heads Per 17 L.ft Per L.ft Say Rs Say per L.m
446.00 22.50 89.06
Rate
720.80 59.38 40.63 59.38 25.00
557.56 78.06 635.62 636.00
Amount
905.18 126.72 1,031.90 60.70 60.00 199.00
- do 4240 184.38
381.60 184.38
565.98 79.24 645.21 37.95 37.00 124.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU TINKER. No 9/150
Qty
Unit Code
23 4
s.ft hrs
Description 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 lime mortar.
Per 14 L.ft 74 22 B.W.G sheets 215 Tinker cutting & bending to shape and
Analysis 1st half - Mullaitivu
Unit Rate
55 475
Rate
1,265.00 237.50
Amount
Page 108
1 5
hr hrs
214 257 413 413
29/156
No 34/158
fixing in place Mason, caulking Labour, assisting tinker and mason Allow for cement sand etc Allow for lead Overheads Per 14 L.ft PerL.ft Say per Lft Per Lm Say per L.m
475 325 50 50
59.38 203.13 50.00 50.00
75 475 325 50 90 325 325 475 325 520 270 2100 325
5,400.00 237.50 162.50 50.00 30.00 162.50 40.63 118.75 162.50 83.20 45.00 21.00 81.25
1,865.00 261.10 2,126.10 151.86 152.00 498.11 498.00
Gutters, Valley 20 B.W.G 36" wide, renewed on existing board, sheets tarred, joints soldered and cement, lime filletting complete.
72 1/2 1/2
S.ft day day
73 214 257 413 232 257 257 214 257 46 216 200 257
1/3 4 1 2 4 0.16 1/6 1 2
gal hrs hrs hrs hrs Cwts Bus Cu.ft hrs
Qty
Unit Code
72 1 1 1
S.ft Ibs day day
35 267a 214 257
Per 22 L.ft G.I. Sheets Tinker Labourer Allow for nails, soldering materials etc Coaltar Labourer Labourer Mason Labourer Cement Lime Sand Labourer Overheads Per 22 L.ft Per L.ft Say per L.ft Per L.m Say Per L.m
Description Unit Rate -Do- renewed including 1" thick timber boarding sheet tarred, joints soldered and cement lime filletting complete. per 22 l.ft As per Item 29 6,594.83 1" thick boarding 50 Wire nails 1" 36.5 Carpenter 475 Labourer 325 Overheads Per 22 L.ft
Analysis 1st half - Mullaitivu
Rate
6,594.83 3,600.00 36.50 475.00 325.00
6,594.83 923.28 7,518.10 341.73 342.00 1,120.88 1,121.00
Amount
11,031.33 1,544.39 12,575.71
Page 109 Per L.ft Say per L.ft Per L.m Say per L.m
571.62 572.00 1,874.92 1,875.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU PLUMBER. No 1/179
Qty
Unit Code
1 0.5 0.5
No Hrs Hrs
Description Ball valve 1/2" supplied and fixed
355 1/2" Ball valve 214 Plumber 257 Labourer Overheads Per no. Say
Unit Rate
94.5 475 325
Analysis 1st half - Mullaitivu
Rate
94.50 29.69 20.31
Amount
144.50 20.23 164.73 165.00
Page 110
2/179
Ball valve 3/4" supplied and fixed 1
No
356 3/4" Ball valve Labourer as in Item 1 Overheads Per no Say
13/181
152.25 50.00
202.25 28.32 230.57 231.00
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
4 1 1
No Hrs Hrs
0.75 0.75
Day Day
1 1
Hrs Hrs
263 22"x16" basin complete with brackets, tap etc. and transport fixing plugs in wall 184 Plugs 214 Mason 257 labourer Fixing basin and taps 214 Plumber 257 labourer Making holes in wall and making good 214 Mason 257 labourer 414 Allow for screws, cement, red lead etc. Over heads Per No Say Rs
17/182
1780
1,780.00
2 475 325
8.00 59.38 40.63
475 325
356.25 243.75
475 325 25
59.38 40.63 25.00
475 325 475 325 25
178.13 121.88 59.38 40.63 25.00
2,613.00 365.82 2,978.82 2,979.00
Wash 'Basin, sink or urinal including all fittings removed and walls made good 3 3 1 1
No 31/185
152.25
Hrs Hrs Hrs Hrs
214 257 214 257 414
Plumber ( removing basin, brackets and pipes ) Labourer ( to assist ) Mason ( making godd to walls and floor ) Labourer ( to assist ) Allow for cement, lime etc. Overheads Per no. Say
Qty
Unit Code
Description Unit Rate Closet, pedestal type available at site, fixed with cement concrete after breaking concrete floor and making good and connections to soil and flush pipes
0.25
Cwt
0.75 0.75
Day Day
Cement Allow for metal,sand, red lead hemp etc. Plumber Labourer Overheads
46 413 214 257
Analysis 1st half - Mullaitivu
520 50 475 325
Rate
130.00 50.00 356.25 243.75
425.00 59.50 484.50 485.00
Amount
780.00 109.20
Page 111 Per No Say 32/186
889.20 889.00
Closet, pedestal type, disconnecting and plugging sewer connection and making good all affected walls and floors 1/6
Cwt
0.5 0.5
Day Day
46 413 214 257
34/186
cement Allow for metal, sand etc, Plumber Labourer Overheads Per No Say
520 50 475 325
86.67 50.00 237.50 162.50
4100 367.5 420 62 39.8 105 100 50 475 325
4,100.00 367.50 420.00 62.00 39.80 105.00 100.00 50.00 475.00 325.00
700 50 520 50 475 325
700.00 50.00 173.33 50.00 475.00 325.00
536.67 75.13 611.80 612.00
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. 1 1 1 1 1 1
no Item no Item no no
1 1
day day
35/186 1 no 1/3 Cwt 1 day 1 day
50 358 359 360 361 227 415 413 214 257
Low level closet suite Fittings Seat cover ( Double ) Brackets Flush bend 1/2" stop cock Allow for transport Cement, Metal, Sand etc. (Item 31) Plumber Labourer Over heads Per No Say Rs Closet squatting type, with trap supplied & fixed. 222 Squatting pan & trap 413 Allow for transport 46 Cement 413 Allow for metal, sand etc. 214 Plumber 257 Labourer Over heads Per No Say Rs
Qty
Unit Code
Description Closet, squatting type, removed, sewer connections plugged and floor made good.
1/2
Cwt
1/2 1/2
day day
Cement Allow for metal, and sand etc. Plumber Labourer Over heads
36/187
46 415 214 257
Analysis 1st half - Mullaitivu
Unit Rate
520 100 475 325
Rate
260.00 100.00 237.50 162.50
6,044.30 846.20 6,890.50 6,891.00
1,773.33 248.27 2,021.60 2,022.00 Amount
760.00 106.40
Page 112 Per No Say Rs 40/188
Cocks, brass bib 1/2" supplied & fixed (Heavy quality). 1
no
1/3 1/3
hour hour
36 414 214 257
66/193
1/2" brass bib cock Allow for solvant Plumber Labourer Over heads Per No Say Rs
145 25 475 325
145.00 25.00 19.79 13.54
2 475 325 25 475 325
8.00 59.38 40.63 25.00 237.50 172.50
2 475 325 25 1265 475 325 10
8.00 59.38 40.63 25.00 1,265.00 237.50 162.50 10.00
203.33 28.47 231.80 232.00
Flushing Cistern fixed complete low level '(Ceremics). 4 1 1
No hour hour
1/2 1/2
day day
184 214 257 414 214 257
66a/193
No 86/197
866.40 866.00
4 1 1
No hour hour
1 1/2 1/2
no day day
Qty
184 214 257 414 183 214 257 417
Unit Code
1
no
2
hour
Plugs Mason Labourer Allow for cement etc. Plumber Plumber's mate at allow for solvent cement Over heads Per No Say Rs
Flushing cistern, low level, plastic supplied and fixed complete. Plugs Mason Labourer Allow for cement etc. Low level plastic cistern Plumber Plumber's mate Allow for cement etc. Over heads Per No Say Rs
Description Mirror, bath room type, supplied & fixed to wall with Rawl plugs and plastic frames.
141 Mirror with fittings 413 Allow for Rawl plugs and screws 214 Plumber Over heads Per No
Analysis 1st half - Mullaitivu
Unit Rate
520 50 475
Rate
520.00 50.00 118.75
543.00 76.02 619.02 619.00
1,808.00 253.12 2,061.12 2,061.00
Amount
688.75 96.43 785.18
Page 113 Say Rs 147/214
Shower rose, 3" jet supplied & fixed. 1 0.25 0.25
no Hrs Hrs
314 6" Shower rose 214 Plumber 257 Labourer Over heads Per No Say Rs
153/215
500 475 325
500.00 14.84 10.16
2100 50 475 325 25
2,100.00 50.00 237.50 162.50 25.00
275 475 25
275.00 59.38 25.00
173 475 25
173.00 59.38 25.00
525.00 73.50 598.50 599.00
Sink, glazed, earthenware 24"x15"x8" supplied and fixed with waste plug, complete (pedestal paid seperately). 1
no
1/2 1/2
day day
211 413 214 257 414
147a/214
Sink 24"x15"x8" with waste plug & chain Allow for transport Plumber labourer Allow for cement Over heads Per No Say Rs
2,575.00 360.50 2,935.50 2,936.00
Towel rail 2'-0" long 3/4" dia chromium plated. 1 1
no hour
250 Chromium plated towel rail 214 Plumber 414 Allow for rawl plug & screws Over heads Per No Say Rs
171/219
359.38 50.31 409.69 410.00
Soap tray, white porcelain, supplied and fixed to wall with rawl plugs. 1 1
No 173/220
785.00
no hour
218 Soap tray 214 Plumber 414 Allow for rawl plugs and screws Over heads Per No Say Rs
Qty
Unit Code
Description Stop cocks, 1/2" supplied & fixed Plastic L.D. make).
1 1/2 1/2
no hour hour
1/2" Stop cock Plumber Labourer Allow for solvert cement Over heads Per No
227 214 257 413
Analysis 1st half - Mullaitivu
Unit Rate
105 475 325 50
Rate
105.00 29.69 20.31 50.00
257.38 36.03 293.41 293.00
Amount
205.00 28.70 233.70
Page 114 Say Rs 174/220 1
no
175/220 1
no
176/220 1
no
177/220 1
no
178/221 1
No 178a/221
no
234.00
Stop cocks, 3/4" supplied and fixed. Plastic L.D. make). 309 3/4" stop cock Labour etc. as in Item 173 Over heads Per No Say Rs Stop cocks, 1" supplied and fixed. Plastic L.D. make). 310 1" stop cock Labour etc. as in Item 173 Over heads Per No Say Rs Stop cocks, 1 1/4" supplied and fixed. ( Plastic L.D. Model ) 311 1 1/4" stop cock Labour etc. as in Item 173 Over heads Per No Say Rs Stop cocks, 1 1/2" supplied and fixed. Plastic L.D. make). 312 1 1/2" stop cock Labour etc. as in Item 173 Over heads Per No Say Rs Stop cocks, 2" supplied and fixed. Plastic L.D. make). 313 2" stop cock Labour etc. as in Item 173 Over heads Per No Say Rs
Qty
Unit Code
1 5/8 5/8
No Hour Hour
308 214 257 414
Description As per Item No. 178a (Gate valve 2") English make Gate valve 2" Plumber Mate (labour) Allow for cement Over heads Per No Say Rs
Analysis 1st half - Mullaitivu
134.4 100.00
134.40 100.00
145.6 100.00
145.60 100.00
280 100.00
280.00 100.00
306 100.00
306.00 100.00
372 100.00
372.00 100.00
Unit Rate
357 475 325 25
Rate
357.00 296.88 203.13 25.00
234.40 32.82 267.22 267.00
245.60 34.38 279.98 280.00
380.00 53.20 433.20 433.00
406.00 56.84 462.84 463.00
472.00 66.08 538.08 538.00
Amount
882.00 123.48 1,005.48 1,005.00
Page 115
178b/221
Non return valve English 2" dia 1 5/8 5/8
No Hour Hour
Non Return Valve English 2" dia. 214 Plumber 257 Mate (labour) 414 Allow for cement Over heads Per No Say Rs
200/228
1 1
no hour
248 214 414
292/240 100
L.ft
7
2 2
hour hour
214 257 413
293/240
No 294/240
100
L.ft
10
2 2
hour hour
214 257 413
Tooth brush holder, chromium plated supplied and fixed to wall with Rawl plugs. Tooth brush holder Plumber Allow for Rawl plugs & holder Over heads Per No Say Rs Pipes pvc 1/2" supplied & fixed. Per 100 L.ft. 1/2" pipe Add 25% for specials Plumber Labourer Allow for sol. Cement petrol blow lamp etc. Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs Pipes pvc 3/4" supplied & fixed. Per 100 L.ft. 3/4" pipe Add 25% for specials Plumber Labourer Allow for sol. Cement petrol blow lamp etc. Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs
#N/A 475 325 25
#N/A 37.11 25.39 25.00
196 475 25
196.00 59.38 25.00
7 175 475 325 50
700.00 175.00 118.75 81.25 50.00
12
1,200.00 300.00 118.75 81.25 50.00
475 325 50
Qty
Unit Code
Description Pipes pvc 1" supplied & fixed 1000 type.
Unit Rate
100
L.ft
5
19
1 1/2 3/4 3 3
day day hour hour
257 257 214 257 413
1" pipe Add 25% for specials Labourer ( for excavation) Labourer ( for Back Filling) Plumber Labourer Allow for sol. Cement petrol blow lamp etc.
Analysis 1st half - Mullaitivu
325 325 475 325 50
Rate
1,900.00 475.00 487.50 243.75 178.13 121.88 50.00
#N/A #N/A #N/A #N/A
280.38 39.25 319.63 320.00
1,125.00 157.50 1,282.50 12.83 13.00 42.07 42.00
1,750.00 245.00 1,995.00 19.95 20.00 65.44 65.00 Amount
3,456.25
Page 116 Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs 294a/240
pipes pvc 1" supplied & fixed 600 type. 100
L.ft
6
1 1/2 3/4 3 3
day day hour hour
257 257 214 257 413
295/240
No 295a/240
483.88 3,940.13 39.40 39.00 129.24 129.00
1" pipe Add 25% for specials Labourer Labourer Plumber Labourer Allow for sol. Cement petrol blow lamp etc. Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs
11 325 325 475 325 50
1,100.00 275.00 487.50 243.75 178.13 121.88 50.00
2,456.25 343.88 2,800.13 28.00 28.00 91.84 92.00
Pipes pvc 1 1/4" supplied & fixed 1000 type. 100
L.ft
4 4
hour hour
3
1 1/4" pipe Add 25% for specials Labour for Exc. & Refill as Per 294 257 Plumber 214 Labourer 413 Allow for sol. Cement petrol blow lamp etc. Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs
Qty
Unit Code
100
L.ft
4 4
hour hour
28 731.25 325 475 50
Description Unit Rate Pipes pvc 1 1/4" supplied & fixed 600 type.
4
1 1/4" pipe Add 25% for specials Labour for Exc. & Refill as Per 294 214 Plumber 257 Labourer 413 Allow for sol. Cement petrol blow lamp etc. Over heads
Analysis 1st half - Mullaitivu
20 731.25 475 325 50
2,800.00 700.00 731.25 162.50 237.50 50.00
Rate
2,000.00 500.00 731.25 237.50 162.50 50.00
4,681.25 655.38 5,336.63 53.37 53.00 175.04 175.00
Amount
3,681.25 515.38
Page 117 Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs 296/241
4,196.63 41.97 42.00 137.65 138.00
Pipes pvc 1 1/2" supplied & fixed.
100
L.ft
4 4
hour hour
Excavation & Refilling as in Item 294 1 1/2" pipe (1000 type) Add 25% for specials 214 Plumber 257 Labourer 413 Allow for sol. Cement petrol blow lamp etc. Over heads Per 100 L.ft. 1
731.25 42 475 325 50
731.25 4,200.00 1,050.00 237.50 162.50 50.00
Say Rs Per L.ft Say Rs Per L.m 296a/241
pvc pipe 1 1/2" (1000 type) supplied & fixed with out excavation. As per Item 296 Less Excavation 294 Over heads Per 100 L.ft.
6,431.25
6,431.25 731.25
Say Rs Per L.ft Say Rs Per L.m 296b/241
5,700.00 798.00 6,498.00 64.98 65.00 213.13 213.00
pvc pipe 1 1/2" (600 type) supplied & fixed with excavation. 100
No 296c/241
6,431.25 900.38 7,331.63 73.32 73.00 240.48 240.00
Qty
L.ft
2
Unit Code
1 1/2" pvc 600 type 25% Specials Labour & etc as per 294 Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs
Description pvc pipe 1 1/2" (600 type) supplied & fixed with out excavation. As per Item 296b Less Excavation as per 294 Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m
Analysis 1st half - Mullaitivu
27 731.25
Unit Rate
4,106.25
2,700.00 675.00 731.25
Rate
4,106.25 731.25
4,106.25 574.88 4,681.13 46.81 47.00 153.54 154.00
Amount
3,375.00 472.50 3,847.50 38.48 38.00 126.20
Page 118 Say Rs 297/241
100
L.ft
5 5
hour hour
Pipes pvc 2" (1000 type) supplied & fixed. With excavation Excavation & Refilling as in Item 294 8 2" pipe Add 25% for specials 214 Plumber 257 Labourer 414 Allow for sol. Cement petrol blow lamp etc. Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs
297a/241
pvc pipe 2" (1000 type) supplied & fixed with out excavation. As per Item 297 Less Excavation 294 Over heads Per 100 L.ft. Per L.ft Say Rs Per L.m Say Rs
297b/241
731.25 73 475 325 25
731.25 7,300.00 1,825.00 296.88 203.13 25.00
10,381.25 10,381.25 731.25
10,381.25 1,453.38 11,834.63 118.35 118.00 388.18 388.00
9,650.00 1,351.00 11,001.00 110.01 110.00 360.83 361.00
pvc pipe 2" (600 type) supplied & fixed with excavation. 100
No 297c/241
126.00
Qty
L.ft
9
Unit Code
2" pvc (600 type) 25% Specials Labour & etc. As per 294 Over heads Per 100 L.ft. Per No Say Rs Per L.m Say Rs
Description pvc pipe 2" (600 type) supplied & fixed with out excavation. As per Item 297b Less Excavation as per 294 Over heads Per 100 L.ft. Per L.ft Say Rs
Analysis 1st half - Mullaitivu
44
Unit Rate
6,231.25
4,400.00 1,100.00 731.25
Rate
6,231.25 731.25
6,231.25 872.38 7,103.63 71.04 71.00 233.00 233.00
Amount
5,500.00 770.00 6,270.00 62.70 63.00
Page 119 Per L.m Say Rs 310/243
24.5 1 1/2 1 1/2 17 1 1 3
L.ft No No No Nos. No tin doz
2 2
hour hour
161 157 159 158 317 160 318 40c 415 214 257
311/244
2 length 370 1 No 371 2 No 368 2 No 372 4 No 21 4 No 373 0.66 Doz 40c 1 1/2 tin 318 2 2 2 2
No 5/245
Qty
hrs hrs hrs hrs
214 257 214 257
Unit Code
5
cube
0.67 0.10
cube cube
205.66 206.00
Eaves gutters 6" square type pvc fixed with PVC brackets. (1' - 6 " Crs) Per 24.0 L.ft PVC gutter 6" End cap Mitre joint Gutter joiners pvc gutter brackets running head 50 grm solvent cement 3/4" screws Brass Allow for scaffolding Plumber Labour Over heads Per 24 L.ft. Per L.ft Say Lft Per Lm Say Lm Down Pipe 3 1/2" Dia P.V.C Fixed with Wooden Plug to wall etc. Per 24.0 L.ft 3 1/2" Dia PVC Pipe Socket 3 1/2" Dia Bends 3 1/2" Dia Elbow 3 1/2" Dia Wooden Block Clips 3 1/2" Dia 3/4" Brass Screw 50 grs solvent ct. Allow for scaffolding Plumber labours mason labours Over head Per 24.0 L.ft Per L.ft Say Per L.ft Per .L.m Say Per .L.m Description Drains, pvc 400 type 4" laid on cement concrete 6" thick upto 2'-0" depth of invert including excavation and cement concrete haunching (1:3:6 - 1" metal). Per 100 L.ft. Excavation & refilling concrete bed 16"x6" comes from item 2/13 Cement concrete(1:3:6) 1"as per item 2c/16 Concrete (1:2:4) 3/4"
Analysis 1st half - Mullaitivu
38.5 44.8 164 51.5 9.2 107 43 31.5 100 475 325
943.25 44.80 82.00 77.25 156.40 107.00 43.00 94.50 100.00 118.75 81.25
416 47.25 64 64 5 9.5 31.5 43
832.00 47.25 128.00 128.00 20.00 38.00 20.79 64.50 16.25 118.75 81.25 118.75 81.25
475 325 475 325
Unit Rate
545.63
Rate
2,728.13
18,731.00 12,549.77 21,645.00 2,164.50
1,848.20 258.75 2,106.95 87.79 88.00 287.95 288.00
1,694.79 237.27 1,932.06 80.50 81.00 264.05 264.00 Amount
Page 120
1 1/2 1.5
day day
1/2 1/2 100
day day L.ft
Add 50% on Labour as item 5/16 214 Plumber 257 Mate (labour) Allow for solvent cement 214 Plumber 257 Mate (labour) 169 pvc 4" pipe (400 type) including transport Over heads Per 100 L.ft. Per No Say Lft Per Lm Say Lm
311a/244 24
L.ft
168
4 4
Hrs Hrs
214 257 413
13/246
PVC 4" ( 600 type ) pipe supplied and fixed on walls Per 24 L.ft PVC 4" ( 600 type ) pipe 48.5 Add 25% for specials & clips , plugs etc. Plumber 475 Labourer 325 Allow for solvent cement 50 Allow for scaffolding Over heads Per 24 L.ft Per L.ft Say Rs Per L.m Say Rs
1,164.00 291.00 1,900.00 1,300.00 50.00 65.00
31,329.90 4,386.19 35,716.08 357.16 357.00 1,171.49 1,171.00
4,770.00 667.80 5,437.80 226.58 227.00 743.17 743.00
Gulley pvc 6" supplied & fixed including gulley box. 1 1/4 2 2
No 18/247
1,537.50 1,537.50 475 712.50 325 487.50 50 50.00 475 237.50 325 162.50 107 10,700.00
no hour hour hour
90 257 214 257 413
Qty
Unit Code
1/2 250 6
day Nos. C.ft
6" Gulley box Labourer Mason Labourer Allow for cement,metal & sand Over heads Per No Say Rs
Description 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.
257 Labourer digging & transporting surplus 41 Bricks 136 1" Metal
Analysis 1st half - Mullaitivu
290 325 475 325 50
Unit Rate
325 5.7 8470
290.00 10.16 118.75 81.25 50.00
Rate
162.50 1,425.00 508.20
550.16 77.02 627.18 627.00
Amount
Page 121 10 2 1 2
C.ft cwt day day
197 46 214 257
19/247
2100 520 475 325
210.00 1,040.00 475.00 650.00
325 5.7 8470 2100 520 475 325
325.00 2,850.00 847.00 357.00 1,690.00 712.50 975.00
325 5.7 8470 2100 520 475 325
325.00 4,987.50 847.00 546.00 2,340.00 1,187.50 1,625.00
4,470.70 625.90 5,096.60 5,097.00
Manhole 3'6"x2'3" & 2'0" to 4'0" deep - do - do -. 1/2 500 0.10 0.17 3 1/4 1 1/2 3
day Nos. Cube Cube Cwt day day
257 41 136 197 46 214 257
1 875 0.1 0.26 4 1/2 2 1/2 5
day No Cube Cube Cwt day day
257 41 136 197 46 214 257
Qty
Unit Code
Description Manhole cover reinforced concrete 3" thick 2'-0x2'-0" approx. supplied & fixed reinforced with 1/4" dia M.S.rods at 3" centres both ways.
1 1/2 0.20 0.05
C.ft C.ft Cwt cwt
metal ( 3/4") Sand Cement Steel rods
20/248
No 23/248
Sand Cement Mason Labourer Over heads Per No. Say Rs
138 197 46 249
2 Labourers digging & transporting soil Bricks 1" Metal Sand Cement Mason Labourer Over heads Per no Say Rs Manhold 3' 6" x 2' 3" & 4' to 6' deep 9" thick -do -do2 labours digging & transporting soil Bricks 1" Metal Sand Cement Mason Labourer Over heads Per no Say Rs
Unit Rate
8830 2100 520 4330
Analysis 1st half - Mullaitivu
Rate
88.30 10.50 104.00 216.50
7,756.50 1,085.91 8,842.41 8,842.00
11,858.00 1,660.12 13,518.12 13,518.00
Amount
Page 122
1/2 2 2
hour hour hour
413 214 257 214
26/249
50 475 325 475
50.00 29.69 81.25 118.75
60 475
60.00 14.84
367.5 475 325 50
367.50 29.69 20.31 50.00
698.99 97.86 796.85 797.00 797.00 199.25 199.00
Wire dome for 2" pipe supplied and fixed 1 0.25
No Hrs
270 Dome for 2" pipe 214 Plumber Over heads Per no Say Rs
1/D
74.84 10.48 85.32 85.00
110mm PVC inspection joint supplied and fixed 1 0.5 0.5
No Hrs Hrs
2/D 1 0.5 0.5
No Hrs Hrs
3/D 1 0.5 0.5
No 4/D
Allow for binding wire use of moulds etc. Smith Mate (labour) Mason Over heads Per No Say Rs Per 4 sq.ft (per no) Per sq.ft Say Rs
No Hrs Hrs
162 214 257 413
110mm PVC inspection joint Plumber Labourer Allow for solvent cement Over heads Per No Say Rs
110mm PVC inspection "Y" joint supplied and fixed 163 110mm PVC "Y" inspection joint 436 214 Plumber 475 257 Labourer 325 Allow for solvent cement 50 Over heads Per No Say Rs 110mm PVC Bend ( 11 Deg.) supplied and fixed 164 110mm PVC Bend ( 11 Deg.) 115.5 214 Plumber 475 257 Labourer 325 Allow for solvent cement 50 Over heads Per No Say Rs
Qty
Unit Code
1 0.5 0.5
No Hrs Hrs
Description Unit Rate 110mm PVC Bend ( 22 Deg.) supplied and fixed
165 110mm PVC Bend ( 22 Deg.) 214 Plumber 257 Labourer Allow for solvent cement Over heads Per No Say Rs
Analysis 1st half - Mullaitivu
119 475 325 50
436.00 29.69 20.31 50.00
115.50 29.69 20.31 50.00
Rate
119.00 29.69 20.31 50.00
467.50 65.45 532.95 533.00
536.00 75.04 611.04 611.00
215.50 30.17 245.67 246.00 Amount
219.00 30.66 249.66 250.00
Page 123
5/D
110mm PVC Bend ( 60 Deg.) supplied and fixed 1 0.5 0.5
No Hrs Hrs
166 110mm PVC Bend ( 60 Deg.) 214 Plumber 257 Labourer Allow for solvent cement Over heads Per No Say Rs
6/D No Hrs Hrs
167 110mm PVC Bend ( 88 Deg.) 214 Plumber 257 Labourer Allow for solvent cement Over heads Per No Say Rs
7/D
325.5 475 325 50
325.50 29.69 20.31 50.00
552.5 475 325 50
552.50 29.69 20.31 50.00
525 475 325 50
525.00 29.69 20.31 50.00
299.50 41.93 341.43 341.00
425.50 59.57 485.07 485.00
110mm PVC "T" Junction supplied and fixed 1 0.5 0.5
No Hrs Hrs
364 110mm PVC "T" Junction 214 Plumber 257 Labourer Allow for solvent cement Over heads Per No Say Rs
8/D
652.50 91.35 743.85 744.00
110mm PVC "Y" Joint supplied and fixed 1 0.5 0.5
10/D
199.50 29.69 20.31 50.00
110mm PVC Bend ( 88 Deg.) supplied and fixed 1 0.5 0.5
No 9/D
199.5 475 325 50
No Hrs Hrs
365 110mm PVC "Y" Joint 214 Plumber 257 Labourer Allow for solvent cement Over heads Say Rs
Qty
Unit Code
Description 50mm Bottle trap supplied and fixed 366 50mm Bottle trap 214 Plumber 257 Labourer Allow for solvent cement Over heads Say Rs
1 0.5 0.5
No Hrs Hrs
Unit Rate
110mm PVC Inspection bend supplied and fixed
Analysis 1st half - Mullaitivu
165 475 325 50
Rate 165.00 29.69 20.31 50.00
625.00 87.50 713.00
Amount
265.00 37.10 302.00
Page 124
1 0.5 0.5
No Hrs Hrs
367 110mm PVC Inspection Bend 214 Plumber 257 Labourer Allow for solvent cement Over heads Say Rs
11/D
388.5 475 325 50
388.50 29.69 20.31 50.00
0 475 325 25
0.00 29.69 20.31 25.00
301 475 325 50
301.00 29.69 20.31 50.00
488.50 68.39 557.00
63mm PVC "Y" Joint supplied and fixed 1 0.5 0.5
No Hrs Hrs
63mm PVC "Y" Joint 214 Plumber 257 Labourer 414 Allow for solvent cement Over heads Say Rs
12/D
75.00 10.50 86.00
110mm PVC Elbow supplied and fixed 1 0.5 0.5
No Hrs Hrs
369 214 257 413
110mm PVC Elbow Plumber Labourer Allow for solvent cement Over heads Say Rs
401.00 56.14 457.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU MISCELLANEOUS No 6/251
Qty
Unit Code
100
L.ft
Description 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.
20 Barbed wire
Unit Rate
2.5
Analysis 1st half - Mullaitivu
Rate
250.00
Amount
Page 125 1 1 1
Doz Hr Hr
225 Staples 214 Fitter 257 Labourer 14% Over Heads Per 100.0 L.ft Per L.ft Say Rs. Per L.m Say Rs.
15/253
1 0.5 0.25 0.04 0.5 1 1 2
Cu.ft Cu.ft Cwt cwt Ibs hr hr hrs
0.5
hr
138 197 46 140 31 214 214 257 414 414 257
1.25 0.625 0.34 0.04 0.75
C.ft C.ft Cwt cwt Ibs
138 197 46 140 31
16/253
No 17/253
Qty
Unit Code
7 3.25 6 1.75 0.32
Cu.ft Cu.ft Cu.ft Cwt Cwt
135 138 197 46 140
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 3/4" Metal Sand Cement 1/4" rods 14 B.W.G wire Black smith cutting rods and bind wire Mason, cleaning moulds filling and removing Labourer assisting mason Allow for moulds Allow for curing Fixing in ground 2 labours 14% Over heads Per Post Say Rs - do - - do 7'6" high - do -. Per Post. 3/4" Metal Sand Cement 1/4" rods 14 B.W.G wire Labour & mould etc as in item 15 14% Over heads Per Post Say Rs
Description End post and strut for Type barbed wire fence fixed complete in cement concrete as per Drg. 68 of 1936. Per set 1 1/2" Metal 3/4" Metal Sand Cement M.S.rods
Analysis 1st half - Mullaitivu
20 475 325
20.00 59.38 40.63
8830 2100 520 4240 40 475 475 325 25 25 325
88.30 10.50 130.00 169.60 20.00 59.38 59.38 81.25 25.00 25.00 40.63
8830 2100 520 4240 40 290.63
110.38 13.13 176.80 169.60 30.00 290.63
Unit Rate
8020 8830 2100 520 4240
Rate
561.40 286.98 126.00 910.00 1,356.80
370.00 51.80 421.80 4.22 4.20 13.84 13.80
709.03 99.26 808.29 808.00
790.53 110.67 901.20 901.00
Amount
Page 126
No 18/254
1 3 3 6
Ib hrs hrs hrs
31 214 214 257 414 414 257 214 257
1/3 2 4
hrs hrs hrs
Qty
Unit Code
14 B.W.G wire Black smith Mason Labourer Allow for moulds Allow for curing Labour - excavation foundation Mason Labour - planning posts 14% Over heads Per Post Say Rs
Description 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
Analysis 1st half - Mullaitivu
40 475 475 325 25 25 325 475 325
Unit Rate
40.00 178.13 178.13 243.75 25.00 25.00 13.54 118.75 162.50
Rate
4,225.97 591.64 4,817.60 4,818.00
Amount
Page 127 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).
12 700 75 1 1
Nos. L.ft Nos. day day
20 76a 214 257
0.1 1 2/5 1 0.44
cwt Cu.ft Ibs Cu.ft Cu.ft Cwt
140 138 31 135 197 46
0.5 0.5 7 1.5
hr hr Nos. Sqr
214 257 224
1
18A/254
No 19/254
20 224 76a 257
End post and strut as in item 17 Intermediate post - do - 15 Barbed wire G.I.Hook bolts Fitter 2 Labourers add for 1 strut. Steel 3/4" Metal Wire 14 BWG 1 1/2" Metal Sand Cement Labourer and moulds as in Item 15 Mason 2 Labourers Straining bolts White washing 14% Over heads Per 100.0 L.ft Per L.ft Say Rs Per L.m Say Rs - Do - do - do - 8 Strands - do - do - do Per 100 L.ft As in Item no 18 Barbed wire Straining balts G I hooks Labourer Overheads Per 100 L.ft Per L.ft Say Rs Per L.m Say Rs
4,225.97 8,508.30 1,750.00 487.50 475.00 650.00
4240 8830 40 8020 2100 520 290.63 475 325 112 104.90
424.00 88.30 16.00 80.20 21.00 228.80 290.63 29.69 40.63 784.00 157.35
18,257.35 2,556.03 20,813.38 208.13 208.00 682.68 683.00
- do - do - do -
100 1 11 2.5
L.ft No No Hrs
Qty
Unit Code
Description Straining Bolts 1/2" dia made and fixed 18" long (Approx).
0.01 1 2 2
cwt No hrs hrs
1/2" rods 1/2" Nut & Washers Blacksmith Labour Allow for coal etc. 14% Over heads
249 264 215 257 417
4,225.97 709.03 2.5 6.5 475 325
Analysis 1st half - Mullaitivu
18,257.35 18,257.35 2.5 250.00 112 112.00 6.5 71.50 325 101.56
Unit Rate
4330.00 3.00 475.00 325.00 10.00
Rate
43.30 3.00 118.75 81.25 10.00
18,792.42 2,630.94 21,423.36 214.23 214.00 702.69 703.00 Amount
256.30 35.88
Page 128 Per No Say Rs 21/255
3
hrs
292.18 292.00
Well, bailing out water 5' to 7' dia. Upto 20' depth including cleaning well. Say 5'-0" depth of water 257 4 Labourers (1 1/2 day ) 14% Over heads Per 5 L.ft Per L.ft depth Say Rs
325.00
487.50
487.50 68.25 555.75 111.15 111.00
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU ANGLE IRON No 1/A
Qty
Unit Code
Description Unit Rate 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
Analysis 1st half - Mullaitivu
Rate
Amount
Page 129
100 7.5
L.ft l.ft
0.25 0.25 10 10
Day Day Nos Nos
0.5 0.5 0.70
Day Day Sqr
2/A
No 3/A
100 7.5
L.ft l.ft
0.25 0.25 10 10
Day Day Nos Nos
0.5 0.5 0.9
Day Day Sqr
Qty
Unit
100 7.5
L.ft l.ft
3 3 10 10
Hrs. Hrs. Nos. Nos.
as directed & including anchoring purlins with 2 nos 10mm tor steel welded to purlins where ever necessary and with 1:2:4 concreting. Per 100 L.ft 344 2"x2"x1/4" Angle iron 85 8,500.00 345 1'-6" long 1 1/2"x1 1/2"x1/4" Angle iron 56.5 423.75 Cutting 215 Blacksmith 475 118.75 257 Labourer 325 81.25 352 1/2"x1" Bolts & Nuts with washer 6 60.00 348 Making holes 20 200.00 Hoisting & Placing 215 Blacksmith 475 237.50 257 Labourer 325 162.50 Two coats of Anticorrosive paint 540.51 378.35 413 Transport and Scaffolding cost 50 50.00 Welding charge with electricity 300.00 Allow for concreting etc(25% of men) 100.00 14% Overheads Per 100 L.ft Per L.ft Say Rs Per L.m Say Rs 62.5mmx62.5mmx6mm Angle iron purlin -'do-doPer 100 L.ft 346 2 1/2"x2 1/2"x1/4" Angle iron 102.5 10,250.00 344 1'-6" long 2"x2"x1/4" Angle iron 85 637.50 Cutting 215 Black smith 475 118.75 257 Labourer 325 81.25 352 1/2"x1" Bolts & Nuts with washer 6 60.00 348 Making holes 20 200.00 Hoisting & Placing 215 Black smith 475 237.50 257 Labourer 325 162.50 Two coats of Anticorrosive painting 540.51 486.45 413 Transport and scaffolding cost 50 50.00 Allow for concreting etc(25% of men) 100.00 Welding charge with electricity 300.00 14% overheads Per 100 L.ft Per L.ft Say Rs Per L.m Say Rs Code Description Unit Rate Rate 75mm x 75mm x 6mm Angle Iron purlin -do-do347 75mmx75mmx6mm Angle Iron 125 12,500.00 346 1" -6" long 62.5mmx62.5mmx6mm Angle Iron 102.5 768.75 Cutting 215 Black Smith 475 178.13 257 Labourer 325 121.88 352 1/2" x 1" Bolts & Nuts with washer 6 60.00 348 Making holes 20 200.00
Analysis 1st half - Mullaitivu
10,612.10 1,485.69 12,097.80 120.98 121.00 396.81 397.00
12,683.95 1,775.75 14,459.71 144.60 145.00 474.28 474.00 Amount
Page 130
0.5 0.5 1.0
Day Day Sqr.
Hoisting & placing 215 Black smith 257 Labourer Two coats of Anticorrosive painting 413 Transport and Scaffolding cost Allow for concreting etc(25% of men) 411 Welding charge cost with electricity Add 14% Per 100 l.ft cost Per L.ft. Say Rs. Per L.m. Say Rs.
4/A
14 0.02 2.25
L.ft. cwt L.ft.
344 249 344
0.25 0.25
Day Day
215 257
0.1
Sqr. 413 411
No 5/A
475 325 540.51 50 300
End Truss-2/50mm x 50mm x 6mm Per 7'-0" including 1:2:4(3/4) concreting 2nos 12mm dia 9" long welded to end truss with 2 coats of anticorrosive paint 2/7' -0" - 50mm x 50mm x 6mm Angle iron 85 12mm dia 9" long Tor steel rods. 4330 0'-9" long cleats 50mm x 50mm x 6mm 85 Cutting Black Smith 475 Labourer 325 Hoisting & Placing Allow for hoisting 60 Two coats of Anticorrosive painting 540.51 Transport and Scaffolding cost 50 Welding charge cost with electricity 300 allow for 1:2:4(3/4") con. Etc 100 Add 14% Per 7 L.ft cost Per L.ft Say Rs. Per L.m Say Rs.
Description Unit Rate End Truss-2/62.5mm x 62.5mm x 6mm -do-doPer 7'-0" 346 2/7' -0" - 62.5mm x 62.5mm x 6mm Angle iron 102.5 As in Item no 4/A 1,041.90 Add 14% Per 7 L.ft cost Per L.ft Say Rs.
237.50 162.50 540.51 50.00 100.00 300.00
1,190.00 86.60 191.25 118.75 81.25 60.00 54.05 50.00 300.00 100.00
Qty
Unit Code
Rate
14
L.ft.
1,435.00 1,041.90
Analysis 1st half - Mullaitivu
15,219.26 2,130.70 17,349.95 173.50 173.00 569.08 569.00
2,231.90 312.47 2,544.37 363.48 363.00 1,192.22 1,192.00
Amount
2,476.90 346.77 2,823.67 403.38 403.00
Page 131 per l.m Say Rs. 6/A
14
L.ft.
End Truss-2/75mm x 75mm x 6mm -do-doPer 7'-0" 347 2/7' -0" - 75mm x 75mm x 6mm Angle iron As in Item no 4/a Add 14% Per 7 L.ft cost Per L.ft Say Rs. Per L.m Say Rs.
7/A
125 1,041.90
1,750.00 1,041.90
15
750.00
475 325
237.50 162.50
300 50 540.51 5.00
300.00 50.00 54.05 250.00
22.00 1054.05
1,100.00 1,054.05
2,791.90 390.87 3,182.77 454.68 455.00 1,491.35 1,491.00
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 Per 50 Nos. 50
l.ft
0.5 0.5
Day Day
0.1 50
Sqr. nos
8/A
50
No 9/A
1,323.09 1,323.00
l.ft
351 1'-0" long 1"-1/4" flat iron Cutting and making holes 215 Black Smth 257 Labourer Hoisting & Placing Welding charge including electricity Transport and scaffolding cost Two coats of Anticorrosive painting allow for bolts & nuts Add 14% Per 50 Nos. cost Per No. Say Rs. 31mm x 6mm - Flat Iron - 1'-0" long - do-doPer 50 Nos. 374 1'-0" long 1 1/4"x1/4" flat iron As in Item No 7/A Add 14% Per 50 Nos. cost Per No. Say Rs.
Qty
Unit Code
40
L.ft
Description Unit Rate 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 with 2 coats of anticorrosive painting rag bolt fixed to base plate 9"x9"x10mm & 9" long necessary cleats Per 20'
347 (2/20'-0") double Angle Iron ( 75 x 75 x 6 )
Analysis 1st half - Mullaitivu
125
Rate
5,000.00
1,804.05 252.57 2,056.62 41.13 41.00
2,154.05 301.57 2,455.62 49.11 49.00
Amount
Page 132 3.5 2 4
l.ft Nos. Nos.
0.5 0.5
Day Day
0.5 1.50
Day Sqr.
347 0'-6" long cleats 3" x 3" x 1/4" 376 9" x 9" 3/8" M.S.base plate 96a 16 mm 9" Rag bolt Cutting 215 Black Smith 257 Labourer Hoisting & Placing 257 Labourer Two coats of Anticorrosive paint Transport and scaffolding cost Welding charge cost with electricity Add 14% Per 20 l.ft cost Per L.ft Say Rs. Per L.m Say Rs.
10/A
No 11/A
125 110 140
437.50 220.00 560.00
475 325
237.50 162.50
325 540.51 50.00 300
162.50 810.76 50.00 300.00
#N/A
#N/A
475 86.00
1,425.00 258.00
325 300 540.51
81.25 300.00 216.20
7,940.76 1,111.71 9,052.46 452.62 453.00 1,484.60 1,485.00
Supplying & fixing 'H' iron 6" x 3" 6mm with necessary cleats to housing props including 2 coats of anticorrosive painting Per 16'-0" 19.5
L.ft
H' Iron Cutting and welding cleasts 215 Black Smith 257 Labourer Hoisting & placing 257 2 'Labourer Welding charge with electricity Two coats of Anticorrosive painting Add 14% Per 16 L.ft cost Per l.ft Say Rs. Per L.m Say Rs.
3 3
hr hr
0.25
Day
0.40
Sqr.
Qty
Unit Code
19.5
L.ft.
0.5 0.5
Day Day
Description Supplying & fixing ' H ' Iron 8" x 4" (6mm) with necessary cleats -do Per 16'-0" 350 H ' Iron Cutting and welding 215 Black smith 257 Labourer Hoisting & placing
Analysis 1st half - Mullaitivu
Unit Rate
Rate
0
0.00
475 325
237.50 162.50
#N/A #N/A #N/A #N/A #N/A #N/A #N/A
Amount
Page 133 0.25
Day
0.5
Sqr.
257 2 'Labourer Welding charge with electricity Two coats of Anticorrosive painting Add 14% Per 16 L.ft cost Per L.ft Say Rs. Per L.m Say Rs.
325 300 540.51
162.50 300.00 270.25
1,132.75 158.59 1,291.34 80.71 81.00 264.72 265.00
GATE WITH PILLARS No 12/A
Qty
Unit Code
Description
Unit Rate
Rate
Amount
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 0.13 0.04 0.07 0.36 0.17 0.34 0.09 0.36 0.36
Cube Sqr. Cube Cube Sqr. Cwt. Cwt. Cwt. Sqr. Sqr.
Excavation Lean concrete 1:3:6 (1") Footing concrete 1:2:4 (3/4") Column concrete 1:2:4 (3/4") Shuttering Footing 10mm tor steel Shaft 12mm tor steel Reinforcement (M.S. Rods) Plastering Colour washing
622.00 5,338.25 25,416.00 25,416.00 5,979.78 6,159.00 6,387.00 6,275.00 1,681.00 208.00
199.04 693.97 1,016.64 1,779.12 2,152.72 1,047.03 2,171.58 564.75 605.16 74.88 10,304.89 10,305.00 20,610.00 700.00 300.00
per pillars 2 Nos. Pillars Allow for 'Painting Allow'Fixing Charges Gate sash (12'-0" x 4'-6") 14% Overheads for Gate only
0.00 *
0.00 21,610.00
say per 2 pillars Say Rs.
RATE ANALYSIS FIRST HALF OF 2004 IN MULLAITIVU ALUMINIUM WORK No
Qty
Unit Code
Description Labour Distribution for aluminium work Per 10 S.ft 215 Sp.skilled Labourer 257 Un skilled labourer Per 10 S.ft Labour rate per S.ft
0.75 1
Day Day
Analysis 1st half - Mullaitivu
Unit Rate
Rate
475 325
356.25 325.00
Amount
681.25 68.13
Page 134
1/AL
Aluminium Partition
39.6 8.8 27.5 32 52.8 52.8 35.2 35.2 17.6 19.8
L.ft L.ft L.ft S.ft S.ft S.ft L.ft L.ft L.ft L.ft
385 399 400 405 406 407 388 387 398 397
15.4 3.3 3.3 3.3 7.7 7.7 7.7 9.9 13.2 19.8 1.0
L.ft L.ft L.ft L.ft L.ft L.ft L.ft S.ft S.ft S.ft No
384 401 383 382 379 380 381 406 405 407 403
77
No 2/AL
Qty
20.9 10.45 41.8 41.8 24.2
Sft
Labourer Overheads Per 77 Sq.ft Per Sq.ft Say per S.ft Say per m2
Unit Code
L.ft L.ft L.ft L.ft S.ft
Size 11' 0" x 7' 0" = 77 S.ft Mian frame 70S-3002-1 Mild frame PT-5157 2" x 1" Box iron P-1113 5mm Tintaed glass 6mm Plywood (Marin) Formica sheet Glass beading 100D - 1917 Glass beading 100D - 1914 Beading bottom PT - 5154 M.Channel beading PT - 5153 Door Vertical frame 70S - 1704 - A Mild frame 80S-1801 Bottom Horri 70S - 1503 - A Top Horri 70S -1402 - 1 Top rail 70S - 1002 -1 Bottom rail 70S - 1102 - 1 Lock vertical rail 70S - 1202 - 1 6mm plywood sheet 5mm Tinted glass Formica sheet Lock alfa Allow for rubber gacscut reverd brass screws, celicone sealent etc. 10%
394 395 396 387 405
85 56.3 40.75 60 20.85 18 32.8 24.3 30.5 12.8
3,366.00 495.44 1,120.63 1,920.00 1,100.88 950.40 1,154.56 855.36 536.80 253.44
79.4 57.85 78.1 52.9 64.6 44.5 46.4 20.85 60 18 750
1,222.76 190.91 257.73 174.57 497.42 342.65 357.28 206.42 792.00 356.40 750.00 1,690.16
68.13
Description Aluminium Casement with project Size 4' 0"x5' 6" = 22 S.ft Side frame CA - 1001 Midle frame CA - 1002 Sash frame CA-2001-A Beading 100D-1914 Tinted glass 5mm Allow for bar hinges, selicone rubber gasscut brass screws riveres etc. 10%
Analysis 1st half - Mullaitivu
Unit Rate
84.3 134.2 88.9 24.3 60
5,245.63
Rate
1,761.87 1,402.39 3,716.02 1,015.74 1,452.00 934.80
23,837.42 3,337.24 27,174.66 352.92 353.00 3,797.00
Amount
Page 135 22
S.ft
Labourer Overheads Per 22 S.ft Per S.ft Say Per S.ft Say per m2
3/AL
68.13
1,498.75
85 24.3
1,589.50 267.30 185.68 356.25 243.75
Aluminium Door frame only
18.7 11.0
L.ft L.ft
0.75 0.75
Day Day
Size 7'-0" x 3'-0" = 21 S.ft 70S - 3002 - 1 70D - 1910 Allow for revert 10% 215 Sp.skilled Labourer 257 Un skilled Labourer
385 Side frame 386 Beading
475 325
14% Overhead Per 21 Sft Per Sft Say per S.ft Say per m2
4/AL
No 5/AL
11,781.57 1,649.42 13,430.99 610.50 610.00 6,569.00
2,642.48 369.95 3,012.43 143.45 143.00 1,544.00
Aluminium door fully glazed double hung
14.3 14.3 5.5 5.5 5.5 50.6 1.0 2 2 35.75 19.8 19.8
L.ft L.ft L.ft L.ft L.ft L.ft No Pair No S.ft L.ft L.ft
392 393 391 390 389 387 403 402 404 405 385 386
32.5
S.ft
Qty
Unit Code
14.3 14.3 5.5 5.5 5.5 50.6
L.ft L.ft L.ft L.ft L.ft L.ft
392 393 391 390 389 387
Size 6' 6"x 5' 0" = 32.5 Sq.ft Side vertical member 100D - 3502 Vertical lock member 100D - 3503-A Bottom rail member 100D-3207 Top rail member 100D-3203 Mid lock rail 100D-3004-A Beading 100D-1914 Lock Handle Door closer 5mm glass Door frame 70S - 3002 - 1 Beading 70D - 1910 Allow 10% Labourer 14% Overhead Per 32.5 S.ft Per S.ft Say per S.ft Say per m2
Description Al Double hung Door with panneled and glazed Size 6' 6" x 5' 0" = 32.5 Sq.ft Side vertical member (sash) 100D - 3502 Vertical lock member 100D - 3503 A Bottom rail 100D - 3207 Top rail 100D - 3203 Mild Lock rail 100D - 3004 A Bead 100D - 1914
Analysis 1st half - Mullaitivu
148.7 160.9 169 129.1 124.5 24.3 750 350 1645 60 85 24.3 68.13
Unit Rate
148.7 160.9 169 129.1 124.5 24.3
2,126.41 2,300.87 929.50 710.05 684.75 1,229.58 750.00 700.00 3,290.00 2,145.00 1,683.00 481.14 1,703.03 2,214.06
Rate
2,126.41 2,300.87 929.50 710.05 684.75 1,229.58
20,947.39 2,932.63 23,880.03 734.77 735.00 7,906.00
Amount
Page 136 1.0 2 2 19.25 16.5 33 19.8 19.8
No Pair No S.ft S.ft S.ft L.ft L.ft
32.5
S.ft
403 402 404 405 406 407 385 386
6/AL
Lock (alpha) Handle Door closer 2 nos. 5mm glass tinted 6mm plywood Formica Door frame 70S - 3002 - 1 Beading 70D- 1910 Allow for rivets, gasscut, rubber brass screws Doorhinges silicone tie rods etc.( 10%) Labourer 14% Overheads Per 32.5 Sq.ft. Per S.ft Say per S.ft Say per m2
750 350 1645 60 20.85 18 85 24.3
750.00 700.00 3,290.00 1,155.00 344.03 594.00 1,683.00 481.14
68.13
1,697.83 2,214.06
20,890.22 2,924.63 23,814.85 732.76 733.00 7,885.00
Al single hung Door with fully glazed Size 6' 6" x 3' 3" = 21.12. Sq.ft.
No 7/AL
7.15 7.15 3.57 3.57 3.57 28.6 1 1 1 23.24 17.87 17.87
L.ft L.ft L.ft L.ft L.ft L.ft No Pair No S.ft L.ft L.ft
21.12
S.ft
392 393 391 390 389 387 403 402 404 405 385 386
Qty
Unit Code
7.15 7.15 3.57 3.57 3.57 28.6
L.ft L.ft L.ft L.ft L.ft L.ft
392 393 391 390 389 387
Side vertical member (sash) 100D - 3502 Vertical lock member 100D - 3503 A Bottom rail 100D - 3207 Top rail 100D - 3203 Mid Lock rail 100D - 3004 A Bead 100D - 1914 Lock (alpha) Handle Door closer 5mm glass tinted Door frame 70S - 3002 - 1 Beading 70D- 1910 Allow 10% for rivets, gascut, rubber brass screws Labour 14% Overheads Per 21.12 Sq.ft. Per Sft Say per S.ft Say per m2
Description Al Single hung Door with panneled and glazed Size 6' 6" x 3' 3" = 21.12. Sq.ft. Side vertical member (sash) 100D - 3502 Vertical lock member 100D - 3503 A Bottom rail 100D - 3207 Top rail 100D - 3203 Mild Lock rail 100D - 3004 A Bead 100D - 1914
Analysis 1st half - Mullaitivu
148.7 160.9 169 129.1 124.5 24.3 750 350 1645 60 85 24.3 68.13
Unit Rate
148.7 160.9 169 129.1 124.5 24.3
1,063.21 1,150.44 603.33 460.89 444.47 694.98 750.00 350.00 1,645.00 1,394.40 1,518.95 434.24 1,050.99 1,438.80
Rate
1,063.21 1,150.44 603.33 460.89 444.47 694.98
12,999.68 1,819.96 14,819.64 701.69 702.00 7,550.00
Amount
Page 137 1 1 1 12.51 10.72 21.45 17.87 17.87
No Pair No S.ft S.ft S.ft L.ft L.ft
21.12
S.ft
49 7
403 402 404 405 406 407 385 386
Lock (alpha) Handle Door closer 2 nos. 5mm glass tinted 6mm plywood Formica Door frame 70S - 3002 - 1 Beading 70D- 1910 Allow for rivets, gasscut, rubber brass screws Doorhinges silicone tie rods etc.( 10%) Labourer 14% Overheads Per 21.12 Sq.ft. Per S.ft Say per S.ft Say per m2
750 350 1645 60 20.85 18 85 24.3
750.00 350.00 1,645.00 750.60 223.51 386.10 1,518.95 434.24
68.13
1,047.57 1,438.80
12,962.08 1,814.69 14,776.77 699.66 700.00 7,528.00
Channels 2" semi-circular, formed in cement concrete floors and 1/2" cement rendered 1:2 (extra over concrete floors). Per 10 L.ft. 2 1
Hour Hour
214 Mason 257 Labourer Allow for cement and sand Over heads
Analysis 1st half - Mullaitivu
475.00 325.00
118.75 40.63 100.00
259.38 36.31
Page 138 Per 10 L.ft Per L.ft Say per L.ft. Per L.m. Say per L.m.
50 8
295.69 29.57 30.00 98.40 98.00
:- 23/10 :- 76/=
Channels 4" - do -
- do - do -.
Per 10 L.ft. 4 2
Hour Hour
51 10
214 Mason 257 Labourer Allow for cement, sand etc Over heads Per 10 L.ft Per L.ft Say per L.ft. :- 34.80 Per L.m. Say per L.m. :- 114/=
475.00 325.00
237.50 81.25 100.00
418.75 58.63 477.38 47.74 48.00 157.44 157.00
Curb in cement concrete 1:2:4 (3/4") 9" heigh and 3" thick, cement rendered 1/2" thick including excavation. Per 10.0 L.ft 2 1/8
Cu.ft Cwt
1 1
Day Day
97 3
Materials for concrete as in Item 47 46 Cement for 7 1/2 S.ft rendering Allow for sand for rendering 214 Mason 257 Labourer Allow for shuttering, excavation,curing etc Over heads Per 10 L.ft Per L.ft Say per L.ft. :- 125/= Per L.m Say per L.m. :- 410/=
184.10 520.00 100.00 475.00 #N/A 150.00
368.20 65.00 100.00 475.00 #N/A 150.00
5.7 2100 520 475 325
1,995.00 315.00 884.00 950.00 1,300.00
#N/A #N/A #N/A #N/A #N/A #N/A #N/A
Floors, brick paved, 3" thick, set in lime mortar 2:5 and cement rendered 1/2", 1:2. Per Sqrs. 350 0.15 1.7 2 4
No 41 Bricks Cube 200 Sand Cwts 46 Cement Day 214 Mason Day 257 Labourer Over heads Per square
Analysis 1st half - Mullaitivu
5,444.00 762.16 6,206.16
Page 139 Say per Sqrs = Per m2 Say per m2 :-
6,206.00 668.03 668.00
471/=
SECOND HALF OF 2001 IN MANNAR ELECTRICAL. 1
Main switch (3 phase, 30 amp.). 1 40 2 2 2 0.5 1/2
No m
131 1000 35 Nos. 339 Nos. 340 Meter 52a day 257 day 214
2
Main switch 30 amp. 7/.044 single core wire, 40m Board Brass Screws 2"x10 Brass Screws 1"x6 Conduit pipe 1" Labour Electrician Over heads Per No Say Rs
1 82.00 50 #REF! #REF! #REF! 325 475
1.00 32.80 50.00 #REF! #REF! #REF! 162.50 237.50
1 #REF! 50 #REF! #REF! #REF! 325 475
1.00 #REF! 50.00 #REF! #REF! #REF! 162.50 237.50
#N/A 43 #N/A
#N/A 43.00 #N/A
#REF! #REF! #REF! #REF!
Main switch (60 Amp, 3 phase). 1 40 2 2 2 1/2 1/2
No m
132 1001 35 Nos. 339 Nos. 340 Meter 52a day 257 day 214
3
Main switch 60 Amp English 7/0.064 Single core wire 40m Board Brass Screws 2"x10 Brass Screws 1"x6 Conduit pipe labourer Electrician Over heads Per No Say Rs
#REF! #REF! #REF! #REF!
Earth wire 15 1 1/2
m No day
10 plug points 321 Earth pipe 2"x5' Electrician labourer Over heads Per No Say Rs
Analysis 1st half - Mullaitivu
#N/A #N/A #N/A #N/A
Page 140
4
Main switch single phase 30 Amp. 1 10 1 2 2 2 1/2
no Meter Nos. Nos. Nos. Meter day
131 1000 35 339 340 52a
5
Main switch 30 Amp English 7/0.044 wire 10m Board Screws 2"x10 Screws 1"x6 Conduit pipe Electrician labourer Over heads Per No Say Rs
1 #REF! 50 #REF! #REF! #REF! #N/A
1.00 #REF! 50.00 #REF! #REF! #REF! #N/A
43 43 #REF! 43 #REF! 43 43 #REF! #N/A
43.00 1,075.00 #REF! 43.00 #REF! 645.00 43.00 #REF! #N/A
43 43 43 43 #REF! 90 43 43 90 43 #REF! 43 475
43.00 43.00 43.00 43.00 #REF! 90.00 43.00 43.00 90.00 1,075.00 #REF! 43.00 237.50
43 #REF! #REF!
43.00 #REF! #REF!
#REF! #REF! #REF! #REF!
15 Amp. Plug. 1 25 2 1 2 15
no m No no No m
2 1/2
m day
322 323 336 324 337 326 327 52a
6
Plug with switch (clipsal) 3/.036 wire, 25 meters Brass Screws (1 1/2"x6), Sunk box Brass Screws 1 1/2"x10" Earth wire 7/.029 Wiring clips and panel pins (Allow) Conduit pipe Electrician labourere Over heads Per No Say Rs
#REF! #REF! #REF! #REF!
Light Fitting. 1 1 1 1 2 1 1 1 1 25 2
no no no m No No no no No m m
1/2
day
7
328 329 330 331 336 40a 333 324 334 52a 327 214
Round plug Ceiling rose Holder Flexible wire Brass Screw 1/2"x6 Brass Screw 1 1/2" Switch clipsal Sunk box Brass screw 2" 1/.044 wire Conduit pipe Wiring clips & pannel pins Electrician Over heads Per No Say Rs
5 Amp. Plug. 1 2 1
Nos. Nos. Nos.
322 Plug with switch (Clipsal) 336 Brass screws (1 1/2"x6) 335 Sunk box
Analysis 1st half - Mullaitivu
#REF! #REF! #REF! #REF!
Page 141 2 25 15
Nos. m m
1 1/2
m day
8
337 334 326 327 52a 214
Brass screws (1 1/2"x10) 1/.044 wire Earth wire 7/.029 Wiring clips & panel pins Conduit pipe Electrician Over heads Per No Say Rs
#REF! 43 43 43 #REF! 475
#REF! 10.75 6.45 43.00 #REF! 237.50
#N/A #N/A #N/A 475
#N/A #N/A #N/A 237.50
#N/A #N/A #N/A #N/A #N/A #N/A #REF! #N/A 475
#N/A #N/A #N/A #N/A #N/A #N/A #REF! #N/A 237.50
#REF! #REF! #N/A #N/A #N/A #N/A 475
#REF! #REF! #N/A #N/A #N/A #N/A 237.50
#N/A #N/A #N/A #N/A #REF!
#N/A #N/A #N/A #N/A #REF!
#REF! #REF! #REF! #REF!
Ceiling Fan (USHA). 1 1 1 1/2
no no no day
9
Ceiling fan 56" Hooks Light point 214 Electrician Over heads Per No Say Rs
#N/A #N/A #N/A #N/A
Calling Bell. 1 1 1 3 1 25 2
no no no Nos. no m m
1/2
day
10 5 2 2 2 1 1 1/2
Bell Bell bush - Clipsal Round block Brass screws 1 1/2" Sunk box 1/.044 wire 52a Conduit pipe Wiring clips & panel pins 214 Electrician Over heads Per No Say Rs
ABC box 500 Type. m 1000 7/.044 wire m 52a Conduit pipe Nos. Brass Screws 2"x10 Nos. Brass Screws 1 1/4"x6 Nos. ABC box 500 type Nos. Board 10"x10" day 214 Electrician Over heads Per No Say Rs
11
Trip switch (Single phase). 1 1 2 2 2
No No Nos. Nos. m
Trip switch crab tree Board Brass Screws 2"x10 Brass Screws 1 1/4"x6 52a Conduit
Analysis 1st half - Mullaitivu
#N/A #N/A #N/A #N/A
#REF! #REF! #REF! #REF!
Page 142 1/2
day
12
214 Electrician Over heads Per No Say Rs
475
237.50
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A
#N/A #N/A #N/A #N/A
Pendent lamp / Battern lamp. 1 1
No No
13
Light point Bulb Over heads Per No Say Rs
#N/A #N/A #N/A #N/A
Water light lamp. 1 1
No No
14
Light point Water tight lamp Over heads Per No Say Rs
#N/A #N/A #N/A #N/A
Flourscent lamp 4'-0". 1 1
No No
15
Light point 4'-0" Flourscent set Over heads Per No Say Rs
#N/A #N/A #N/A #N/A
Flourscent Lamp 2'-0". 1 1
No No
16
Light point Flourscent set Over heads Per No Say Rs
#N/A #N/A #N/A #N/A
Hood lamp. 1 1
No No
17
Light point Hood lamp Over heads Per No Say Rs
#N/A #N/A #N/A #N/A
Wall bracket lamp. 1 1
No No
Light point Bracket lamp Over heads Per No
Analysis 1st half - Mullaitivu
#N/A #N/A #N/A
Page 143 Say Rs
18
#N/A
ABC Box 700 type. As per Item 10 Less 500 type Add 700 type 14% Over Heads Per No Say Rs
19
#REF! #N/A
#REF! #REF! #REF! #REF!
ABC Box 900 type. As per Item 10 Less 500 type Add 900 type 14% Over Heads Per No Say Rs
286 ??
#REF! #N/A
#REF! #N/A
#REF! #REF! #REF! #REF!
Lanka ceremic (Dulex white) Low level white comode with trap Cistern only Fittings Seat cover Brackets Flash band Brackets Allow for Transport Labourer as in Item 34 Over heads Per No Say Rs
287 34
#REF! #N/A
1,843.00 1,375.00 350.00 375.00 54.00 35.50 26.00 100.00
4,158.50 800.00 582.19 4,740.69 4,741.00
Closet pedestal with cistern - do -. Indian make.
??? 1
1843 1375 350 375 54 35.5 26 100
No
1
no
1 1
day day
306 Low level closet suite Allow for transport 227 1/2" stop cock Brass Cement, Metal, Sand etc. (Item 31) 214 Plumber 257 Labourer Over heads Per No Say Rs
Analysis 1st half - Mullaitivu
0 50
0.00 50
105 50 475 325
105.00 50.00 475.00 325.00
955.00 133.70 1,088.70 1,089.00
Page 144
289
Squatting closet 14% Indian made. 1
no
290 1
No
222 Squatting pan & trap Allow for transport as per Item 35 less closet Over heads Per No Say Rs Squatting closet square type. As per Item 288 less squatting pan 307 Square type pan Over heads Per No Say Rs
1
700 50 1,073.33
700.00 50.00 1,073.33
1,073.33 0
1,073.33 0.00
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 0.5 0.25 4 0.5 1 1 2
C.ft. C.ft. Cwt. Hrs. Lbs. Hr. Hr. Hrs.
138 3/4" Metal 197 Sand 46 Cement 1/4" Rods 31 14 B.W.G. Wire 214 Black Smith, cutting rods and tieying wire 214 Mason, cleaningmoulds filing and removing 257 Labourer assisting Mason
Analysis 1st half - Mullaitivu
8830 2100 520 #N/A 40 475 475 325
88.30 10.50 130.00 #N/A 20.00 59.38 59.38 81.25
1,823.33 255.27 2,078.60 2,079.00
1,073.33 150.27 1,223.60 1,224.00
Page 145
0.5
hrs
2
Allow for Moulds Allow for curing 257 Fixing in ground 2 Labourers 1/2 Hr. 14% Overheads Total cost Say Rs.
30 30 325
30.00 30.00 40.63
8020 8830 2100 520 4240 40 475 325 30 30 325
561.40 331.13 126.00 910.00 1,356.80 40.00 178.13 243.75 30.00 30.00 40.63
#N/A #N/A #N/A
End post and struct for Type barbed wire fence fixed complete in cement concrete as per Drg. Of 68 of 1936
7 3.75 6 1.75 0.32 1 3 6
C.ft. C.ft. C.ft. Cwt. Cwt. Lb. Hrs. Hrs.
0.5
Hrs.
3
135 1 1/2" Metal 138 3/4" Metal 197 Sand 46 Cement 140 M.S. Rods 31 14 B.W.G.Wire 214 Black Smith 257 Labourer Allow formoulds Allow for curing 257 Excavation foundation & Planting post 1/2 Hrs. 2 Lab Overheads Total cost Say Rs.
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. Per 100 L.ft. (with corner post)
12 500 55
No. L.ft. No.
3/4 3/4
Day Day
11 1 2/5 1 0.44
Lbs. C.ft. Lbs. C.ft. Cwt.
End post and strut as in item 2 Intermediate post - do - 1 31 Barbed wire 76a G.I. Hook bolts 214 Fitter 257 2 Labourers Add for strut Steel 138 3/4" Metal 31 Wire 135 1 1/2" Metal 46 Cement Labour and moulds Concrete foundation
Analysis 1st half - Mullaitivu
3,847.83 #N/A 40 6.5 475 325 #N/A 8830 40 8020 520
3,847.83 538.70 4,386.52
Page 146 1/2 1/2 5 1
Hr. Hr. Nos. Sqr.
29 38
Mason 2 Labourers Straining bolts White washing 2 coats Overheads Per 100 L.ft. Per L.ft. Say Rs. Per L.m. Say Rs.
#N/A #N/A #N/A #N/A
Waterproof Treatment of hot bitumen taken off from flat roof and debris cleared away. Per Sqrs. 2
Day
11 28
257 Labourer Over heads Per square Say per square Per m2 Say per m2
:-
502/=
:-
54/-
325.00
650.00
18 325
54.00 40.63
18 325
270.00 81.25
650.00 91.00 741.00 741.00 79.76 80.00
Tiles, Calicut pattern, flat supplied and laid up to 5 tiles in Buildings of more than 1 storey. Per 3 tiles. 3 1
Nos. Hour
12 29
70 Tiles 257 Labourer Over heads Per 3 tiles Per tiles Say Rs :- 23/-
94.63 13.25 107.87 35.96 36.00
Tiles, Calicut pattern, flat, supplied and laid above 5 and up to 25 in Buildings of more than 1 storey. Per 15.0 tiles. 15 2
208
Nos Hour
70 Tiles. 257 Labourer Over heads Per 15 tiles Per tiles Say per tile
:- 16/-
Painting new wood work with approved
Analysis 1st half - Mullaitivu
351.25 49.18 400.43 26.70 27.00
Page 147 26
primer 1 coat.
0.756 5
Lit Hour
190 Primer 214 Painter preparing surface and painting Allow for brushes etc Over heads Per square Say Rs :- 606/Say per m2
Analysis 1st half - Mullaitivu
1560 475 20
1,179.36 296.88 20.00
1,496.24 209.47 1,705.71 1,705.00 151.00
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h983
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Rate
Amount
0
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0 0 211
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Rate
Add 14%
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Amount
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Amount
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PRICE LIST Description
Code No
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page 367
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 ceremic)No
4100.00
32
57 Rubber shuttering planks
33
sq.ft
20.00
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page 368
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
Bushel
257.00
126 Lime -Slaked 52
127 Limpet washers
No
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
1.00
Page 369
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page 370
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page 371
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
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
1 mile
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
0.00
Page 372
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page 373
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page 374
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
1mile
0.00
215 216
1002 transport every additional Miles 12b Anticorrosive paint
gal
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
1139.00
Page 375
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
no
140.00
240 96a
16mm 9" Rag bolt
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
Lft
20.00
170
374 1 1/4" x 1/4" Flat iron
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
L.ft
6.30
7
7 1/2" dia. Pvc pipe 1000 type
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
L.ft
11.30
10
10 3/4" dia. Pvc pipe 1000 type
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
S.ft
13.30
Pairs
267.00
S.ft
21.35
13
13 Asbestoes flat sheet 1.2m x 1.2m
14
14 Asbestoes ridges
15
15 Asbestos corr. Sheet
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
Pair
350.00
25 Beading
L.ft
4.00
26 Beading 2"x1/2"
l.ft
4.00
No
61.00
196 21
164
402 BD-1066 ( Handle )
368 bends 3.5"
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
Bushel
257.00
105
216 Boild Lime
156
360 Brackets (For cistern )
Item
54.00
236
91a Bras Sancy 1 1/4"
Doz
43.00
No
130.00
25
36 Brass Bib Tap 1/2"
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
No
2.60
26
41 Bricks
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 ceremic)No
3900.00
16
19 Coconut rafters(each 10' )
198 33 97 34
no
300.00
304 Culicut Tiles
No
0.00
404 Door Closer
No
1645.00
no
25.00
no.
6.00
60 Draw rings 1 1 /2 dia. 198 Drive screws and washers 61 Earth ( Gravel Filling) 64 EMulsion Paint
Cube
590.00
Gal
1345.00
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
S.ft
60.00
lbs
86.00
cwt
375.00
235 44 129
81a Glass Panes Tinted (5mm) 85 Glue 302 Grey Cement
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
No
5.00
Pair
110.00
46 239
91 Half round tiles 95a Hinges 4"x2 1/2" Brass oxidised
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
49 51
98 Hold fast
no
17.50
119 Iron T.hinges 10"
No
58.00
123 Joists Class II 4" x 2"
L.ft
30.00
Bushel
257.00
126 Lime -Slaked 52 197 62 144
127 Limpet washers
No
1.00
403 Lock ALPHA
No
750.00
144 Lock Night Latch Bird
No
275.00
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
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
sft
94.00
sq.ft.
69.00
194
218
181a Planks 1" Special Upper Class Timber
219
182b Planks 3/4"
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
397 PT-5153
L.ft
12.80
191
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
192
398 PT-5154
L.ft
30.50
193
399 PT-5157
L.ft
56.30
191 Pudlo cement
lbs
30.00
169
373 PVC clips 3 1/2"
No
9.00
166
370 PVC down pipe 3 1/2"
168
91
Length
317.00
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
L.ft
0.00
220
193a Reepers Cl.II 2"x1"
94
194 Ridge tile
no.
23.00
95
196 Rim lock 6" 2 leaves Brase
No
425.00
no
25.00
221 96 202
198a Ring 1 1/2" Brass 197 River Sand
1700.00
L.ft
3.00
sq.ft
16.70
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
No
350.00
32 99
155
408 Rubber Beading for Aluminium fittings
Cube
57 Rubber shuttering planks
359 Seat cover ( Double )
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
137
314 Shower Rose 6"
No
95.00
102
211 Sink 24"x15"x8" with waste plug & chain
no
1810.00
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
50
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
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
Page (Page)
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
215
1002 transport every additional Miles
1 mile
0.00
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
gal
300.00
no
5.00
lbs
0.00
229
268a Wood preservative 21 wooden block
125
269 Yellow ocare
240
B.S.R FOR THE 1st HALF OF 2003 IN TRINCOMALEE
SUMMARY.
NO 1/1
DESCRIPTION OF WORK Brick work in Cement, demolished brick stacked and debris cleared.
2/1
5/2
6/2
7/2
8/2
9/3
11/3
Brick work in lime, demolished brick stacked
m3
Cube m3
Ceiling, existing removed materials stacked
Sqr
and debris cleared.
m2
Cement concrete demolished, and debris
Sqr
cleared away.
m2
Cement concrete, reinforced demolished in suspended floors reinforcement removed and
Sqr
debris cleared.
m2
Corrugated Sheets, Iron, Asbestoes or Aluminium Alloy removed from roof or walls
Sqr
and stacked.
m2
Corrugated sheets iron or asbestos or aluminium alloy
Sqr
removed from roofs or walls of 2 storeyed buildings
m2
Door or Window, size up to 40 S.ft removed No
Doors for window, size over 40 S.ft removed - do -
13/4
Cube
and debris cleared.
from existing walls and door or stacked.
12/3
UNIT
- do -
No
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 -
15/4
16/4
- do -
No
Down pipes, 4" to 6" dia G.I old or decayed,
L.ft
removed from existing building and stacked.
L.m
Drains demolished and debris cleared
L.ft
NO 18/5
19/5
20/6
DESCRIPTION OF WORK
UNIT
Fence uprooted, barbed wire rolled up and all materials stacked (length of fencing to
L.ft
measured).
L.m
Floors brick paved, demolished and debris
Sqr
cleared away.
m2
Gate sash removed and stacked after demolishing cement concrete blocks or removing posts and separating pintols (demolishing brick work where necessary paid for separately).
21/6
22/6
23/6
25/7
26/7
Glass panes in doors, windows and fanlights
No
Sq.ft
removed and stacked.
m2
Gutter, Eaves, removed and stacked from roofs of
L.ft
single story buildings.
L.m
Gutter, Eaves removed from roofs of two storeyed
L.ft
buildings and stracked.
L.m
Partitions removed and stacked at side, including
Sq.ft
making goodnes two walls and floors.
m2
Lime plastering shipped and debris cleared away.
Sqr
27/4
28/8
29/8
30/8
32/9
Rendering cement, chipped and debris cleared away
Sqr
from brick walls and floors.
m2
Rendering cement, chipped and debris cleared away
Sqr
from cement concrete floors and walls.
m2
Roofing removing tiles and timber stacking, serviceable materials and cleaning debris in single storey
Sqr
building.
m2
Roof, removing tiles and timber stacking serviceable
Sqr
material and cleaning debris in two storeyed building.
m2
Rubble masonry in cement, demolished rubble stacked and debris cleared away.
33/9
m3
Rubble masonry in lime demolished rubble stacked and debris cleared away
NO
Cube
Cube m3
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
Tiles calicut of half round removed from
Sqr
roof of 2 storeyed buildings and stacked.
m2
36/10
28
Tiles calicut of half round removed from roof of two storeyed buildings and stacked.
39/11
Sqr
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,
m2
- do -
- do -
in two
storeyed building. 41/11
42/11
Valance/ Barge boarding removed materials stacked
L.ft
and debris cleared away in single storey building.
L.m
Valance/ Barge boarding removed
L.ft
- do -
- do - in 2 storeyed building.
43/12
L.m
Cement plastering, soffit chipped and debris cleared away.
NO 1/15
m2
DESCRIPTION OF WORK Cement concrete 1:3:6 with 2" metel, above one cube (shuttering paid for seperately).
Sq.ft
UNIT Cube m3
2/15
Cement concrete 1:3:6 (2") upto one cube shuttering paid for seperately.
3/15
Cement concrete 1:2 1/2:5 (1") above one cube (shuttering paid for seperately).
2a/16
Cement concrete 1:3:6 (1 1/2") above 1 cube (shuttering paid for seperately).
2c/16
Cement concrete 1:3:6 (1") above 1 cube (shuttering paid for seperately).
4/16
Cement concrete 1:2 1/2:5 (1") upto one cube (shuttering paid for seperately).
5/16
Cement concrete 1:2:4 (3/4") above one cube (shuttering paid for seperately).
6/16
Cement concrete 1:2:4 (3/4") upto one cube (shuttering paid for seperately).
11/18
Cube m3
Cube m3
Cube m3
Cube m3
Cube m3
Cube m3
Cube m3
Drains, semi circular, in cement concrete 1:3:6 (1") 9" wide and 9" average depth, with 3" thick sides and base
12/19
13/19
14/20
19/22
inclusive of 1/2" cement rendering 1:3 and expansion
L.ft
joints as necessary excavation (without ramp).
L.m
Lintol cement concrete 1:2:4 (3/4") 4 1/2"x6"
L.ft
(Reinforcement paid seperately).
L.m
Lintol cement concrete 1:2:4 (3/4") 9"x6" (Reinforcement
L.ft
paid seperately).
L.m
Lintol cement concrete 1:2:4 (3/4") 9"x9" )Reinforcement
L.ft
paid seperately).
L.m
Padstones, cement concrete 1:2:4 (3/4") precast
or in situ.Size 1-6x1-1 1/2x0-6
19a/22
Padstones, cement concrete 1:2:4 (3/4") precast or in situ.Size 1-6x0-6x0-6
21/23
21a/23
25a/25
No
No
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
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
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.
25/25
Cement concrete 1:2 1/2":5(1") using mixer and vibrator (shuttering paid for seperately).
26/25
Cube m3
Cement concrete 1:2:4(3/4") in column shafts (Reinforcement shuttering and finishes paid for seperately) in guard floor using mixer and vibrator.
27/25
No
Cement concrete as per Item 61 in 1st floor.
Cube m3
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 (reinforcements shuttering and finishes paid for seperately) using mixer and vibrator.
Cube m3
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
33a/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
Shuttering for footing and walls etc.
Sq.ft m2
34/27
Shuttering for beam including dismantling (12"x18" beam 20 ft long).
35/28
m2
Cement concrete 1:2"4(3/4") lintol in ground floor Reinforcement and shuttering paid for seperately using mixer and vobrator.
36/28
Sq.ft
Cube m3
Cement concrete lintols as per Item (71) in 1st floor.
Cube m3
37/28
38/29
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
5" thick R.C.C in 1st floor
Sqr
- do -
39/29
- do - do -
Drains semi circular in cement concrete 1:3:6 (1") wide and 9" average depth, 3" thick sides and base, inclusive of
m2
40/29
1/2" cement rendering 1:3 with necessary expension, joints
L.ft
and excavation, but without ramp
L.m
Drains in cement concrete 1:3:6(1") as above
L.ft
But with ramp 2' 6" wide
L.m
BLOCK MASONRY 1
2
Cement sand block in 1:6 mix in cement sand 1:5 mix
m3
4" thick cement sand block 1:6 mix masonry
Sqr
in cement sand 1:5 mix
m2
NO 2/30
DESCRIPTION OF WORK Brick work in cement mortar (1:5) above 1 cube (up to 1st floor level).
3/30
- do -
UNIT Cube m3
up to one cube
- do -
- do -
4/31
Cube
Brick work in cement mortar 1:5 in piers (in ground floor).
Cube m3
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
14/34
19/35
20/35
24/37
Extra over Item 2-5 and 9-11 for brick
Cube
work from 1st floor level up 2nd floor.
m3
Extra over Items 6-8 for brickwork from
Sqrs
1st floor level to 2nd floor.
m2
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
Coping, brick in cement 1:5 weathered throated on 9" walls
L.ft
and 1/2" cement rendered 1:3 complete.
L.m
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
26/38
as necessary, including necessary excavation (apron paid
L.ft
for seperately).
L.m
Drains brick in cement 1:5,6" average depth 9" wide and cement rendered 1/2" thick 1:3 complete with expansion joints
28/38
30/39
as necessary, including necessary excavation (apron paid
L.ft
for seperately).
L.m
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
Brick work in cement and sand 1:8 in foundation and upto
Cube
D.P.C.
31/40
m3
Brick work in cement and sand 1:8 in super structure in ground floor.
32/40
- do -
Cube m3
in 1st floor.
Cube m3
33/40
- do -
in 2nd floor.
Cube m3 MASON.
NO 1/41
DESCRIPTION OF WORK Random Rubble Masonary in cement mortar 1:5 above 1 cube.
2/41
UNIT Cube m3
- do -
up to one cube.
Cube m3
NO 1/43
2/43
5/44
12/46
DESCRIPTION OF WORK
UNIT
Exapansion joints in brick floors, filled with bitumen
L.ft
and sand.
L.m
Exapansion joints in concrete floors filled with bitumen and
L.ft
sand(to full depth of concrete and rendering).
L.m
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
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 4/139
DESCRIPTION OF WORK Cracks in wall, plastered in cement 1:3 after chipping 2" to 4" wide
9/141
UNIT L.ft m
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
15/142
Rendering cement 1/2", 1:2 above 1
Sqr
Square.
m2
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
19/143
Rendering, cement 3/4", 1:2 above 1
Sqr
Square.
m2
Rendering, cement 3/4", 1:2 upto 1 square
Sqr m2
20/144
21/144
Rendering, cement 3/4", 1:3 above 1
Sqr
Square.
m2
Rendering, cement 3/4", 1:3 upto 1 square
Sqr m2
22/144
25/145
26/145
Rendering, cement, floating coat using Red cement finished smooth with Carborandum
Sqr
stone
m2
Rendering cement 3/4", 1:2 with Pudlo 5lbs
Sqrs
to 100 lbs cement
m2
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
28/146
Red cement floating, including forming
L.ft
groove.
L.m
3/8" thick plastering to RCC beams, slab
Sqrs
soffit in cement sand 1:3 .with lime putty
m2
29/146
29a/146
D.P.C. 3/4" thick in cement, sand 1:2 finished smooth with 2 coats of hot tar.
m2
3/8" thick cement and sand plastering to
Sqrs
column and beam
29b/146
Sqrs
1/2" thick cement plastering 1:4 mix
m2
Sqrs m2
29c/146
5/8" thick cement plastering 1:4 mix
Sqrs m2
29d/146
29e/146
Cracks in wall Plastered in cement 1:3
L.ft
after chipping 2" to 4" wide
L.m
Plinth plastering 1/2" thick 1:3 cement and
Sqrs
sand with red cement floating
m2
NO 5/49
DESCRIPTION OF WORK
UNIT
Corrugated asbestos sheet roofing on special upper cl. Timber/kempas purlines supplied and fixed complete including treating timber with wood preservative two coats (ridging measured seperately).
7/50
Sqrs m2
Corrugated asbestos sheet fixed to roof or wall on existing frame work with necessary coach screws and limpet washers, or hook bolts.& with 2 coats wood
Sqrs m2
Preservative to existing frame work
18/53
19/53
21/54
26/55
Ridging, calicut pattern bedded in Cement and lime mortar 1:1:4, Coloured
L.ft
to match tiles.
L.m
Ridging, Calicut Pattern bedded in cement and lime mortar 1:1:4 coloured
L.ft
to match tiles (tiles available at site)
L.m
Ridging with asbestos cement close fitting ridges fixed complete with
L.ft
roofing screws or hook bolts.
L.m
Tiles, calicut pattern, flat supplied and laid up to 5 tiles in single storey building
27/56
No
Tiles, calicut pattern flat supplied and laid (above 5 and up to 25) in single storey Building.
No
30/56
31/56
43/53
44/59
Tiles calicut pattern supplied and laid
Sqr
in any Building.
m2
Tiles, calicut pattern, laid in any
Sqr
Buildings(tiles available at site).
m2
Shifting and re-laying calicut pattern
Sqr
tiles.
m2
Supplying and laying half round tiles
Sqr
on the existing asbestos roof.
m2
NO 8/63
DESCRIPTION OF WORK
UNIT
Boards, Barge, Valance, Fascia, 3/4" to 1" thick in class.II Local timber fixed complete with necessary Brass screws new or
12/64
3/61A
14/65
renewed above 1 C.ft.( 9" width) with 1 coat
L.ft
primer & 2 coat of enamel painting
L.m
Boardes, Barge, Valance, Facia, available fixed including cutting and
s.ft
minor repairs.with 2 coats enamel painting
m2
Beadings, Class I local timber 1 1/2" to 2"x1/2" plain chamfered, fixed with brass
L.ft
screws
L.m
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 14b/65
DESCRIPTION OF WORK
UNIT
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.
m2
-do-
-do-
14d/65
14e/65
26/68A
28/69
White washing to ceiling 2 coats and 2 coats of oil paint to beading and
Sqr
moulding.
m2
Ceiling, upper side cleaned and debris
Sqr
cleared away.
m2
Cove mouldings Cl.I 2 1/2"x1 1/2" fixed with brass screws and plugs new or
L.ft
renewed.
L.m
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
30/70
32/70
7/8" thick sashes in class1 timber
S.ft
with brass fittings.
m2
- do -
- do -
Sash only, in class 1 timber
S.ft
fixed with brass furniture.
m2
Doors or Windows, framed and battened, sash 1" to 1 1/8" thick in Special
32a/70
upper Class timber/kempas fixed complete
S.ft
with brass furniture.
m2
Battened sash only 1" to 11/8" thick in sp.
S.ft
upper class timber/kempas fixed completed with
m2
brass fittings
NO 42/74
DESCRIPTION OF WORK
UNIT
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.
44/75
m2
Doors or Windows, glazed or pannelled sash only 1 1/8" to 1 1/4" thick
44a/75
in Special upper class timber/kempas with brass
S.ft
furniture.
m2
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
52/78
53/78
upper class timber/kempas, fixed complete with
S.ft
brass furniture.
m2
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
Door or Window, removing easing and
Per
re-fixing.
sash
54/78
Door or Window, easing only.
55/79
Door or Window frames renewed in
Per sash
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 over 100 L.ft.
- do -
L.ft L.m
Per 100 L.ft
107/94
107a/94
Roof with calicut pattern tiles on spl upper class/Kempus frame work complete with ridges,
Sqr
hips etc.
m2
gable end roof - do -
117/97
121/98
135/101
- do -
Sqr
- do -.
m2
Timber available, sorted out, cut to required sizes and fixed in roof and
C.ft
other carpentry work.
m3
Timber special upper Class/kempas fixed or renewed in roof and other carpentry
C.ft
work.
m3
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
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
138/102
single (ordinary finish) hung on 4"x3"
140a/103
frame in Special upper class timber/kempas and
S.ft
complete with brass furniture with mortice lock
m2
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
single hung to existing frame with fitting
NO 13/165
DESCRIPTION OF WORK
ground.
24/168
Per
- do -
Per
- do -.
Letter
Lettering 4" to 5" - do -
23/168
UNIT
Letter
Lettering 2" to 3" - do -
15/166
m2
Lettering 1" to 1 1/2" painted in sinhalese English or Tamil, including painting
14/165
S.ft
- do - do -.
Per Letter
Painting, enamel paint including washing cleaning and smoothing down with sand
Sqr
paper, 1 coat.
m2
Painting enamel paint
- do -
Sqr
- do -
25/168
25a/168
27/169
2 coats.
m2
Painting New wood 1 Coat primer & 2 Coats
Sqr
Enamel paint
m2
Painting new wood work and 2 coats of
Sqr
enamel paint.
m2
Painting Steel work, 1 coat, with
Sqr
Anticrosive paint including removing
m2
scale and wire brushing.
28/169
30/169
30a/169
31/170
31a/170
32/170
32a/170
Painting Steel work, 2 coats, with Red oxide including removing scale and
Sqr
wire brushing.
m2
Painting walls with emulsion paint 1 coat
Sqr
(new coat).
m2
Painting walls with weather shield 1 coat
Sqr
( New work )
m2
Painting walls with Emulsion paint, 2
Sqr
coats (new work).
m2
Painting walls with 2 coats of weather shield paint
Sqr
( New work )
m2
Painting walls with Emulsion paint, 1 coat including preparing surface of old
Sqr
work.
m2
Painting walls with weather shield paint
Sqr
1 coat ( Old work )
m2
33/170
- do 2 coats
33a/170
40/172
41/172
44/173
45/173
49/174
50/174
- do - do -
- do -.
Sqr m2
Painting walls with weather shield paint
Sqr
2 coat ( Old work )
m2
Tarnap or other wood preservative,
Sqr
applied to wood work 1 coat (old work).
m2
Tarnap or other wood preservative,
Sqr
applied to wood work 2 coats (new work).
m2
Varnishing with best copal varnish after
Sqr
washing down and sand papering 1 coat.
m2
- do -
- do -
Sqr
- do -
2 coats.
m2
White or colourwashing walls of single storey buildings 1 coat, including
Sqr
patching and preparing surface.
m2
- do 2 coats
- do -
Sqr
- do -.
m2
Item 4/127
Description
Unit
Bolts barrel 4", brass oxidised heavy quality supplied and fixed with brass screws.
6/128
No
- do -
6"
- do -
18/130
- do - do -
Casement fastner with mortice plate, brass oxidised heavy quality supplied and fixed with brass screws.
19/130
No
Fanlight Catches brass oxidised heavy quality with brass screws fixed complete.
27/132
- do -
4"x4"
- do -
29a/132
- do - do -
31/133
No
But hinges 4"x3" brass oxidised heavy quality supplied and fixed with brass screws complete.
29/132
No
Casement stays 10", brass oxidised heavy quality supplied and fixed.
21/131
No
No
- do - do -
4"x2 1/2"
No
- do - do -
No
Hinges centre pivot (consisting of 2 pieces) brass oxidised heavy quality supplied and fixed with brass screws complete.
31a/133
Set
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.
52/137
Lock Mortice Vinion/concord double, supplied and fixed.
53/137
No
Mortice Lock Union ( English) double supplied and fixed.
53a/137
No
Mortice Lock Union ( English) single supplied and fixed.
54/137
No
No
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 49/119
Description Hinges T, 10" Iron, heavy quality supplied and fixed with iron screws complete.
60/121
Pair
Locks, rim 6" iron, superior quality, heavy type, s/f. with iron screws complete.
67/123
Unit
No
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
RATE ANALYSIS SECOND HALF OF 2003 IN TRINCOMALEE TINKER. Item
Description
Unit
9/150
Flashing G.I.22 B.W.G. 1'6" wide, fixed with 6" turned up along, and top edge
29/156
tucked well into wall in cement and
L.ft
lime mortar.
L,m
Gutters, Valley 20 B.W.G 36" wide, renewed on existing board, sheets
34/158
NO
tarred, joints soldered and cement,
L.ft
lime filletting complete.
L,m
-Do-
renewed including 1" thick timber
boarding sheet tarred, joints soldered and
L.ft
cement lime filletting complete.
L,m
DESCRIPTION OF WORK
UNIT
1
Drains, earth, in any soil except rock requiring blasting cut to gradient and shaped as directed soil deposited
cube m3
within site.
2/13
Excavation in any soil except rock requiring blasting part returnfill in and ram, and
cube m3
surplus disposed of within site as directed.
4/14
Filling under floor with gravel or other approved quality of filling, spread,
cube 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).
17/182
Basin, sink or urinal including all fittings removed and walls made good
31/185
No
No
Closet, pedestal type available at site, fixed with cement concrete after breaking concrete floor and making good and connections to soil and flush pipes
32/186
No
Closet, pedestal type, disconnecting and plugging sewer connection and making good all affected walls and floors
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 &
No
fixed completed.
35/186
Closet squatting type, with trap supplied & fixed.
36/187
No
No
Closet, squatting type, removed, sewer connections plugged and floor made good.
40/188
Cocks, brass bib 1/2" supplied & fixed (Heavy quality).
66/193
No
Flushing cistern, low level, plastic supplied and fixed complete.
86/197
No
Flushing Cistern fixed complete low level (Ceremics).meterial available
66a/193
No
No
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).
147a/214
Towel rail 2'-0" long 3/4" dia chromium plated.
171/219
173/220
No
No
Soap tray, white porcelain, supplied and fixed to wall with rawl plugs.
No
Stop cocks, 1/2" supplied & fixed
No
Plastic L.D. make).
174/220
Stop cocks, 3/4" supplied and fixed. Plastic L.D. make).
175/220
Stop cocks, 1" supplied and fixed. Plastic L.D. make).
176/220
178a/221
No
Stop cocks, 1 1/2" supplied and fixed. Plastic L.D. make).
178/221
No
Stop cocks, 1 1/4" supplied and fixed. ( Plastic L.D. Model )
177/220
No
No
Stop cocks, 2" supplied and fixed. Plastic L.D. make).
No
As per Item No. 178a (Gate valve 2")
No
English make
178b/221
Non return valve English 2" dia
200/228
Tooth brush holder, chromium plated
No
supplied and fixed to wall with Rawl
292/240
plugs.
No
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
pvc pipe 1 1/2" (600 type) supplied &
L.ft
fixed with excavation.
L.m
pvc pipe 1 1/2" (600 type) supplied &
L.ft
fixed with out excavation.
L.m
Pipes pvc 2" (1000 type) supplied & fixed.
L.ft
With excavation
L.m
pvc pipe 2" (1000 type) supplied &
L.ft
fixed with out excavation.
L.m
pvc pipe 2" (600 type) supplied &
L.ft
fixed with excavation.
L.m
pvc pipe 2" (600 type) supplied &
L.ft
fixed with out excavation.
L.m
Eaves gutters 6" square type pvc fixed
L.ft
with PVC brackets. (1' - 6 " Crs)
L.m
Down Pipe 3 1/2" Dia P.V.C Fixed with
L.ft
Wooden Plug to wall etc.
L.m
296b/241
296c/240
297/241
297a/241
297b/241
297c/241
310/243
311/244
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
13/246
invert including excavation and cement
L.ft
concrete haunching (1:3:6 - 1" metal).
L.m
Gulley pvc 6" supplied & fixed including gulley box.
18/247
No
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.
19/247
Manhole 3'6"x2'3" & 2'0" to 4'0" deep - do -
20/248
- do -.
Manhold 3' 6" x 2' 3" & 4' to 6' deep 9" thick -do
23/248
No
No
No
-do-
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 6/251
15/253
Description
Unit
Fence barbed wire ,14 gauge, 4 points, 3" sparts, supplied and fixed in
L.ft
existing timber posts with G.I staples.
L.m
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.
16/253
- do -
- do -
7'6" high
per post
- 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.
18/254
per post
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
18A/254
with 4 Nos. 1/2" rods. ( including
L.ft
white washing 2 coats)
L.m
- Do - do -
6 Strands
- do -
19/254
- do -
- do -
- do -
- do -
L.ft
- do -
L.m
- do -
Straining Bolts 1/2" dia made and fixed 18" long (Approx).
21/255
No
Well, bailing out water 5' to 7' dia. Upto 20' depth including cleaning well.
^ Item 1/A
L.ft
^ANGLE IRON Description Supplying and fixing 50mmx50mmx6mm thick Angle iron purlin fixed to wall at not exeeding
Unit
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
2/A
3/A
4/A
10mm tor steel welded to purlins where ever necessary and
L.ft
with 1:2:4 concreting.
L.m
62.5mmx62.5mmx6mm Angle iron purlin
L.ft
-DO-
L.m
-DO-
75mm x 75mm x 6mm Angle Iron purlin
L.ft
-DO-
L.m
-DO-
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
6/A
7/A
End Truss-2/62.5mm x 62.5mm x 6mm
L.ft
-DO-
L.m
-DO-
End Truss-2/75mm x 75mm x 6mm
L.ft
-DO-
L.m
-DO-
25mm x 6mm - Flat Iron - 1'-0" long weld to end purlin as bracket to fix valance board with two coats of anticorrosive paint
8/A
& bolts & nuts
No
31mm x 6mm - Flat Iron - 1'-0" long
No
-DO-
9/A
-DO-
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 & 2 coats ofwhite washing to pillers as directed
per piller
ALUMINIUM WORK Item 1/AL
Description Aluminium Partition with sliding door
Unit 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
6/AL
Al Double hung Door with panneled and
S.ft
glazed
m2
Al single hung Door with fully glazed
S.ft m2
7/AL
Al Single hung Door with panneled and
S.ft
glazed
m2
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
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINCOMALEE CONCRETOR. RATE (1st) 20647.00 7296.00
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
16630.00 5876.00
6081.00 655.00
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINCOMALEE 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 TRINCOMALEE 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 TRINCOMALEE 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 TRINCOMALEE 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 TRINCOMALEE. 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 TRINCOMALEE. 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 TRINCOMALEE 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 TRINCOMALEE 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 TRINCOMALEE DISTRICT 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
APPROVED B.S.R FOR THE FIRST HALF OF 2003 IN TRINCOMALEE PLUMBER. RATE (1st) 165.00
231.00
2979.00
485.00
889.00
612.00
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
21610.00
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
gal
1085.00
S.ft
13.30
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
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
gal
1704.00
12b Anticorrosive paint 13 Asbestoes flat sheet 1.2m x 1.2m 14 Asbestoes ridges
46 Cement
63 Emulsion Paint ( Weather shield )
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
no
6.00
77 Ginisappu timber 3/4" thick
S.ft
50.40
81 Glass panes obscured(3mm)
S.ft
45.00
S.ft
60.00
85 Glue
lbs
86.00
90 Gulley Box PVC 6"
no
550.00
91 Half round tiles
No
5.00
Doz
43.00
76a G.I.Hook 5/16"x4 1/4"
81a Glass Panes Tinted (5mm)
91a Bras Sancy 1 1/4" 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
Pair
110.00
Day
2520.00
95a Hinges 4"x2 1/2" Brass oxidised 97 Hire of mixtur, vibrator, wages of operator 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 127 Limpet washers
Bushel No
257.00 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
sft
94.00
s.ft
45.00
sq.ft.
90.00
181a Planks 1" Special Upper Class Timber 182 Planks 1" Class II 182b Planks 3/4" 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
Cube
1700.00
197 River Sand 198 Drive screws and washers 198a Ring 1 1/2" Brass 199 Rawl plugs & 2" Screws
no.
6.00
no
25.00
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
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
232a Tiles 1'-0"x1'-0" floor
255 transport 1 st Mile 1002 transport every additional Miles 257 Unskilled labour
1 mile
0.00
1mile
0.00
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
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
268a Wood preservative
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
No
1150.00
357a Cistern plastic 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
379 70S-1002-1
L.ft
64.60
380 70S-1102-1
L.ft
44.50
ALUMINIUM MEMBERS
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
410 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
Allowing of water
420 Allowance type 6
Sum
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