Building Schedule Rates - 2019 N.P

Mr.P.Nirojan (T.O) – Department of Buildings, Mullaitivu. Building Works Rate - 2019
Office of the Deputy Chief Secretary – Engineering Services, NP. Page - 2
4.1. GENERAL SPECIFICATIONS FOR BUILDING WORKS
 Specifications for building works - Volume I - ICTAD Publication No.SCA / 4/1 - Revised
edition - July 2004
 Specifications for building works -Volume I1 Sanitary installations - ICTAD Publication
No.SCA / 4/ Il - Revised edition-October 2001
 Specifications for water supply, sewerage & storm water drainage works - ICTAD
Publication No.SCA / 3/2-Revised edition - April 2002
 Specifications for electrical & mechanical works associated with building & civil engineering
ICTAD Publication No.SCA / 8 -Revised edition - August 2000.
Over Head and Profit factor for Building Works:-
 Over Head and Profit (OH & P) factor is not included in the rates given in the schedule,
 Over Head and Profit factor shall be added to the rates given in this guideline by the entities
that intent to use this guideline.
 Profit factor shall generally be 10% and the Over Head shall vary according to the
components included under preliminaries items in the estimate.
 Provincial Buildings Department adopts the Profit &Over Head in the following manner.
Profit -10%
Over Head - 6% [Included for General Components only]
OH& P -16%
 The balance components under the Over Head shall be included in the Preliminaries,
depends on the ground condition and the type of the Project.
 Rates can be as guidance and adjustment could be made to suit the specific site conditions
subjected to approval.
 Cost for loading, unloading, materials wastage and transport are included in rates.
 These basic rates do not include any sea transport expenses required to transport the
material to islands, in such case price fixed for sea transport by the District Price fixing
Committee of Jaffna District shall be taken to account.
 Rates included all taxes other than VAT. VAT to be paid separately.

4.2. GENERAL DATA TO BE USED FOR CALCULATIONS OF QUANTITIES
(a) Multiplication factors for calculation of painting areas of doors and windows
(b) Rate adjustment for upper floors in the building
The rates given in this schedule are applicable only for ground work. Therefore, rates
for upper floors can be calculated by using following multiplication factors and the rates
given in this schedule.
Description Multiplication factor
Fully glazed doors / windows / fanlights 1.25
Glazed and paneled doors / windows / fanlights 1.50
Fully paneled doors / windows / fanlights 2.25
Ledge, braced and battened doors/ windows / fanlights 2.25
Wooden louvered frames 3.00
Expanded metal or weld mesh with fillets or beadings only 0.75
Expanded metal or weld mesh with frame 1.00
Collapsible gate (open type) 1.50
Collapsible gate (closed type) 2.25
Corrugated asbestos or G.I sheets 1.25
Description 1st Floor 2nd Floor 3rd Floor
Concrete work 3% 5% 7%
Form work 3% 5% 7%
Reinforcement 2.5% 5% 7.5%
Brick work 5% 7% 10%
Calicut tile roof 3% 6% 9%
Asbestos roof 3% 5% 7%
Zink Aluminum roof 3% 5% 7%
Roof plumbing 3% 5% 7%
Ceiling 3% 5% 7%
Plastering 5% 10% 15%
Wall tiling 2% 4% 6%
Floor tiling 2% 4% 6%
Painting 3% 6% 9%

(c) Reinforcement: Weights, Specified Spacing's and Unit Weights
Weights of metric (millimeter) bars in kilograms per square meter
Size
(mm)
Weight
per m
(kg)
Length
per ton
(m)
Spacing of bars in millimeters
75 100 125 150 175 200 225 250 275 300
6 0.222 4505 2.96 2.220 1.776 1.480 1.269 1.11 0.987 0.888 0.807 0.74
8 0.395 2532 5.267 3.950 3.16 2.633 2.257 1.975 1.756 1.58 1.436 1.317
10 0.616 1623 8.213 6.160 4.928 4.107 3.52 3.08 2.738 2.464 2.24 2.053
12 0.888 11.26 11.84 8.880 7.104 5.920 5.074 4.44 3.947 3.552 3.229 2.96
16 1.579 633 21.05 15.790 12.630 10.530 9.023 7.895 7.018 6.316 5.742 5.263
20 2.466 406 32.88 24.660 19.730 16.440 14.09 12.33 10.96 9.864 8.967 8.22
25 3.854 259 51.39 38.540 30.830 25.690 22.02 19.27 17.13 15.42 14.01 12.85
32 6.313 158 63.130 50.500 42.090 36.07 31.57 28.06 25.25 22.96 21.04
40 9.864 101 78.910 65.760 56.37 49.32 43.84 39.46 35.87 32.88
Basic weight = 0.00785 kg/mm2 per meter
Weight per meter = 0.006165 θ2kg
Weight per mm2 at spacing s (mm) = 6.165 θ2 /skg
θ = diameter of bar in millimeters

PROVINCIAL BUILDING DEPARTMENT - NORTHERN PROVINCE
4.3. DEMOLISHER
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
1
Brick work in cement, demolished brick stacked and debris cleared
from site.
m3 853.00 989.48
2 Brick work in lime, demolished brick - do - - do -. m3 640.00 742.40
3
Cadjan roofing or walling dismantled, timber stacked and debris cleared
from site
m2 25.00 29.00
4
Ceiling, existing, removed materials stacked and debris cleared from
site.
m2 78.00 90.48
5 Cement concrete demolished, and debris cleared away. m3 3,714.00 4,308.24
6
Cement concrete, reinforced, demolished in suspended floors,
reinforcement removed and debris cleared.
m3 8,046.00 9,333.36
7
Corrugated sheets, Iron, asbestos or aluminiumalloy, removed from roof
or walls and stacked.
m2 91.00 105.56
8
Door or window, size up to 40 Sqft removed from existing walls and
stacked per door or window.
nr 1,150.00 1,334.00
9 Door / window, size over 40 Sqft removed - do - - do -. nr 1,725.00 2,001.00
10
Door / window, sash only, up to 40 Sqft removed from existing walls
and stacked.
sash 159.00 184.44
11 Door or window, sash only, over 40 Sqft - do - - do -. sash 239.00 277.24
12
Down pipes, 4” to 6” dia. GI. Old or decayed, removed from existing
building and stacked.
m 39.00 45.24
13 Drains demolished and debris cleared. m 98.00 113.68
14
Fence uprooted, Barbed wire rolled up and all materials stacked (length
of fencing to measure).
m 179.00 207.64
15 Floors brick paved, demolished and debris cleared away. m2 70.00 81.2
16
Gate sash removed and stacked after demolishing cement concrete
blocks or removing posts and separating pintles (demolishing brick work
where necessary paid for separately).
nr 1,150.00 1,334.00
17 Glass panes in doors, windows and fanlight removed and stacked. m2 471.00 546.36
18 Gutter, eaves, removed and stacked from roof of single storied building m 25.00 29.00
19 Gutter, eaves, removed from roofs of 2 storied building and stacked. m 37.00 42.92
20
Partitions removed and stacked at site, including making good to walls
and floors.
m2 420.00 487.20
21 Lime plastering chipped and debris cleared from site. m2 46.00 53.36

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
22
Rendering, cement chipped from brick walls / floors and debris cleared
away from site.
m2 139.00 161.24
23
Rendering, cement chipped from cement concrete walls / floors and
debris cleared away from site.
m2 209.00 242.44
24
Roof, removing tiles with timber frame work, stacking serviceable
material and cleaning debris in single storied building.
m2 170.00 197.20
25 Roof, removing tiles with timber - do - - do - In 2 storied buildings. m2 235.00 272.60
26
Rubble masonry in cement, demolished, rubble stacked and debris
cleared away from site.
m3 1,333.00 1,546.28
27 Tiles, glazed demolished and debris cleared from site. m2 248.00 287.68
28
Tiles calicut or half round removed from roof of single storied buildings
and stacked at site.
m2 62.00 71.92
29
Tiles calicut or half round removed from roof of 2 storied buildings and
stacked.
m2 97.00 112.52
30
Waterproof Treatment of hot bitumen taken off from flat roof and debris
cleared away.
m2 248.00 287.68
31
Ceiling Asbestos with timber frame work removing and stacking
serviceable materials in single storied building including debris cleared
way from site.
m2 288.00 334.08
32
Ceiling Asbestos with timber frame work removing and stacking
serviceable -do- -do- In 2 storied building.
m2 353.00 409.48
33
Valance/Barge board removed, materials stacked and debris cleared
away in single storied building.
m 25.00 29.00
34 Valance/Barge board removed -do- -do- in 2 storied building. m 37.00 42.92
35 Cement plastering soffit, chipped and debris cleared away from site. m2 183.00 212.28
36 Wash Basin / sink / urinal with all fittings removed and walls made good. nr 1,343.00 1,557.88
37
Closet pedestal type disconnecting and plugging sewer connection and
making good all affected walls and floors.
nr 1,570.00 1,821.20
38 Closet pedestal type disconnecting and plugging sewer connection. nr 663.00 769.08

4.4. EXCAVATION AND EARTH WORK
Rates shall include for,
a) Back filing, consolidating and disposal of surplus excavated materials as specified and as directed.
b) All works under this section are measured net. (working space not allowed) )
c) Keeping trenches tree from water and in a clean and dry condition. (excavation and construction period)
d) For excavation beyond the depth of 5'-0" an additional unskilled labourer should be added for every
additional depth of 5'-0".
e) Unless otherwise specified in the dewatering for excavation at construction period are measured | separately.
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
39
Removing top soil to a depth not exceeding 6" & depositing as directed
within site.
m2 124.00 143.84
40
Excavation over site to reduce level, in any material except rock
requiring blasting including depositing and leveling as directed up to a
distance not exceeding 30’0"
m3 660.00 765.60
41
Excavation in trenches for walls/column pits in soft/loose soil from 0'-0"
to 5'-0" deep depositing excavated material to a distance not exceeding
30. 0" (Earth work support to be paid separately where necessary)
m3 406.00 470.96
42
Excavation in trenches for walls/column pits in ordinary soil up to a
depth| of 5’0" depositing excavated material up to a distance not
exceeding 30’0"
m3 914.00 1,060.24
43
Excavation in trenches for walls/column pits in hard/dance soil up to a
depth of 5'0" and depositing excavated material up to a distance not|
exceeding 30’0"
m3 1,422.00 1,649.52
44
Excavation in trenches for walls/column pits in disintegrated rock (not |
requiring blasting) up to a depth of 5’0" and depositing excavated
material up to a distance not exceeding 30’0"
m3 1,016.00 1,178.56
45
Excavation in trenches for walls/column pits in mud/wet soil up to a
depth of 5’0" and depositing excavated material up to a distance not
exceeding 30’0"
m3 1,219.00 1,414.04
46 Benching rock in foundation in 3"-6" steps (Blasting prohibited) m2 3,443.00 3,993.88
47
Anti-termite treatment on excavated foundation and compacted soil
under floors with chlorpyrifos chemical mix (5.4 L/m2) or equivalent as
per manufactures specification
m2 199.00 230.84
48
Earth work- Backfilling & compacting, Backfilling to trenches with
selected earth available at site.
m3 406.00 470.96
49 Back filling to trenches with approved earth / gravel / dust. m3 2,438.00 2,828.08
50
Filling under floors including leveling, watering & compacting in 3" layers
with available and selected earth at site.
m3 813.00 943.08
51
Filling under floors including leveling, watering & compacting with |
approved earth / gravel.
m3 2,845.00 3,300.20
51a
Filling under floors including leveling, watering & compacting with |
approved granite dust.
m3 4,880.00 5,660.80

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
52
Cutting turf sods, loading to hand carts and transporting up to 30 yards,
laying and watering for 30 days (Royalty for pegging and transport
beyond 30 yards paid separately)
m2 564.00 654.24
53 Earthwork support (open planking) in trenches up to a depth of 5’0" m2 819.00 950.04
54 Earthwork support (close planking) in trenches up to a depth of 5'-0" m2 1,237.00 1,434.92
55
Earthwork support (close planking) in deep excavation in trenches up to
15-0" depth.
m2 1,382.00 1,603.12
56 External earth filling around the building with approved granite dust m3 3,793.00 4,399.88
56a External earth filling around the building with approved earth / gravel. m3 2,.023.00 2,346.68
57 Soft rock excavation m3 1,678.00 1,946.48
58 Hard rock excavation m3 2,544.00 2,951.04

4.5. CONCRET WORKS
Preamble
Assumptions:-
 Mixing concrete using a concrete mixer 14/10 cuft capacity and manual loading are the basis on which the norms
are worked
 A gang of one skilled and six unskilled labourers produce 3.00 cubes of concrete per day using a 14/10 cuft
capacity concrete mixer. This is as per accepted practice.
 The production of concrete is at the mixer site, transporting mixed concrete and placing same in position is paid
for separately.
 In concrete placing of concrete in column, beams and floors slabs on the ground floor the labour component
allowed is for the placing of concrete between the ground floor and the top of the 1st floor slab which area is
called the ground floor area similarly the area between the top of the 1st floor slab and the top of the 2nd floor
slab is called the 1st floor area etc.
 Sand Bulking Factor -1.15
 Metal Void Ratio-1.20
 Water available at site.
 If water is not available allowance must be made for transport of water.
 River Sand & Granite metal to be used for all concrete works,
 For laying 2" thick concrete at depths more than 5'-0", add 1/6 day unskilled labourer for each additional 5'-0"
 For laying 3" thick concrete at depths more than 5'-0", add 1/4 day unskilled labourer for each additional 5-0"
a) All concrete shall be made dense with a vibrator, rate shall include for plant mixing, handling, | hoisting,
depositing, compacting, curing & making good after removal of form work.
b) Unless otherwise specified in the respective items, all formwork and reinforcement are | measured
separately.
c) R/F in position with tools of cover block in same mix.
d) All costs in connection with the construction of "kickers"
e) Approved Construction joints to be applied for concrete temporary stop ends as directed.
f) Cement & steel should be S.L.S. certified.
g) The quality of the concrete should confirm to the relevant B.S, S.L.S and ICTAD specification for building
works.
4.5.1. JAFFNA DISTRICT
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
J/59 Mixing concrete 1:3:6 (25mm) (Excluding Placing) m3 12,181.00 14,129.96
J/60 Mixing concrete 1:3:6 (40mm) [..do... ..do... ..do.. ] m3 12,089.00 14,023.24
J/61 Mixing concrete 1:2 ½:5 (25mm) [..do... ..do... ..do.. ] m3 12,682.00 14,711.12
J/62 Mixing concrete 1: 2: 4 (20mm) [..do... ..do... ..do.. ] m3 13,658.00 15,843.28

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
J/63 Mixing concrete 1: 1 ½: 3 (20mm) [..do... ..do... ..do.. ] m3 14,549.00 16,876.84
J/64 Mixing concrete 1: 1:2 (20mm) [..do... ..do... ..do.. ] m3 17,837.00 20,690.92
J/65
2" Thick cement concrete screed in foundation at depths not exceeding
5ft. 1:3:6 (40mm)
m2 695.00 806.20
J/66
3” Thick cement concrete screed in foundation at depths not exceeding
5 ft. 1:3:6 (25mm)
m2 699.00 810.84
J/67
5 ft. 1:3:6 (40mm)
m2 1,032.00 1,197.12
J/68
5 ft. 1:3:6 (25mm)
m2 1,039.00 1,205.24
J/69 3" Thick cement concrete in floor 1:2 ½ :5 (25mm) m2 1,078.00 1,250.48
J/70 3" Thick cement concrete in floor 1:2 :4 (20mm) m2 1,152.00 1,336.32
J/71 3" Thick cement concrete in floor 1:1 1/2 :3 (20mm) m2 1,220.00 1,415.20
J/72
6" Thick cement concrete screed in foundation, Mass concrete 1:3:6
(40mm)
m3 13,741.00 15,939.56
J/73
1:2:4 (20mm) reinforced cement concrete for footing, plinth beam,
etc. …
m3 16,574.00 19,225.84
J/74
1:1½ :3 (20mm) reinforced cement concrete for footing, plinth beam,
etc. ….
m3 17,566.00 20,376.56
J/75 Cement concrete 1:2: 4 (20mm) in 4" x 6" column in ground floor m3 19,457.00 22,570.12
J/76 Cement concrete 1:1 ½: 3 (20mm) in 4" x 6" column in ground floor. m3 18,527.00 21,491.32
J/77 Cement concrete 1:2: 4 (20mm) in 6" x 6" column in ground floor. m3 19,419.00 22,526.04
J/83
Cement concrete 1:2: 4 (20mm) in 13 ½ " x 13 ½ " column in ground
floor.
m3 18,800.00 21,808.00
J/84
Cement concrete 1: 1 ½: 3 (20mm) in 13 ½ " x 13 ½ " column in ground
floor.
m3 19,428.00 22,536.48
J/85 Cement concrete 1:2: 4 (20mm) in 6" x 6" beam up to first floor. m3 20,320.00 23,571.20
J/86 Cement concrete 1:1 ½: 3 (20mm) in 6" x 6" beam up to first floor. m3 19,403.00 22,507.48

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
J/91 5" thick RCC floor slab in first floor, 1:2:4 (20mm) m3 17,560.00 20,369.60
J/92 5" thick RCC floor slab in first floor, 1: 1 ½ : 3 (20mm) m3 19,406.00 22,510.96
J/93 6" thick RCC floor slab in first floor, 1 :2:4 (20mm) m3 20,097.00 23,312.52
J/94 6" thick RCC floor slab in first floor, 1: 1 ½ : 3(20mm) m3 19,379.00 22,479.64
J/95
Cement concrete 1:2: 4 (20mm) in 4 ½" x 6" continuous lintel in ground
floor
m3 699.00 810.84
J/96
Cement concrete 1: 1 1/2: 3(20mm) in 4 ½ " x 6" continuous lintel in
ground floor.
m3 1,032.00 1,197.12
J/97
Cement concrete 1:2: 4 (20mm) in 9" x 9" continuous lintel in ground
floor.
m3 1,039.00 1,205.24
J/98
Cement concrete 1: 1 ½ : 3(20mm) in 9" x 9" continuous lintel in ground
floor:
m3 20,271.00 23,514.36
J/99
floor.
m3 19,376.00 22,476.16
J/100
Cement concrete 1: 1 ½: 3 (20mm) in 9" x 12" continuous lintel in
ground floor.
m3 20,268.00 23,510.88
J/101
Cement concrete 1:2: 4 (20mm) in 12"x 15" continuous lintel in ground
floor.
m3 19,368.00 22,466.88
J/102
Cement concrete 1:1 ½:3 (20mm) in 12" x 15" continuous lintel in
ground floor.
m3 20,259.00 23,500.44
J/119 Random rubble masonry in cement mortar 1:5 in foundation m3 12,365.00 14,343.40
J/120 Random rubble masonry in cement mortar 1:5 in superstructure m3 13,018.00 15,100.88
J/121 Cement concrete block in 1:4:5(20mm) built in 1:5 cement and sand m3 19,386.00 22,487.76
150mm Block m2 2,908.00 3,373.28
125mm Block m2 2,423.00 2,810.68
100mm Block m2 1,939.00 2,249.24
J/122 Cement sand block in 1:6 mix in cement built in 1:5 cement and sand m3 14,553.00 16,881.48
150mm Block m2 2,183.00 2,532.28
125mm Block m2 1,819.00 2,110.04
100mm Block m2 1,455.00 1,687.80

4.5.2. KILINOCHCHI DISTRICT
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
K/59 Mixing concrete 1:3:6 (25mm) (Excluding Placing) m3 11,401.00 13,225.16
K/60 Mixing concrete 1:3:6 (40mm) [..do... ..do... ..do.. ] m3 11,309.00 13,118.44
K/61 Mixing concrete 1:2 ½:5 (25mm) [..do... ..do... ..do.. ] m3 11,919.00 13,826.04
K/62 Mixing concrete 1: 2: 4 (20mm) [..do... ..do... ..do.. ] m3 12,911.00 14,976.76
K/63 Mixing concrete 1: 1 ½: 3 (20mm) [..do... ..do... ..do.. ] m3 13,853.00 16,069.48
K/64 Mixing concrete 1: 1:2 (20mm) [..do... ..do... ..do.. ] m3 17,023.00 19,746.68
K/65
5ft. 1:3:6 (40mm)
m2 655.00 759.80
K/66
5 ft. 1:3:6 (25mm)
m2 660.00 765.60
K/67
5 ft. 1:3:6 (40mm)
m2 973.00 1,128.68
K/68
5 ft. 1:3:6 (25mm)
m2 980.00 1,136.80
K/69 3" Thick cement concrete in floor 1:2 ½ :5 (25mm) m2 1,019.00 1,182.04
K/70 3" Thick cement concrete in floor 1:2 :4 (20mm) m2 1,095.00 1,270.20
K/71 3" Thick cement concrete in floor 1:1 1/2 :3 (20mm) m2 1,167.00 1,353.72
K/72
(40mm)
m3 12,961.00 15,034.76
K/73
etc. …
m3 15,828.00 18,360.48
K/74
etc. ….
m3 16,770.00 19,453.20
K/75 Cement concrete 1:2: 4 (20mm) in 4" x 6" column in ground floor m3 17,819.00 20,670.04
K/76 Cement concrete 1:1 ½: 3 (20mm) in 4" x 6" column in ground floor. m3 18,762.00 21,763.92
K/77 Cement concrete 1:2: 4 (20mm) in 6" x 6" column in ground floor. m3 17,781.00 20,625.96
K/83
floor.
m3 17,162.00 19,907.92

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
K/84
floor.
m3 18,104.00 21,000.64
K/85 Cement concrete 1:2: 4 (20mm) in 6" x 6" beam up to first floor. m3 18,682.00 21,671.12
K/86 Cement concrete 1:1 ½: 3 (20mm) in 6" x 6" beam up to first floor. m3 19,624.00 22,763.84
K/91 5" thick RCC floor slab in first floor, 1:2:4 (20mm) m3 15,925.00 18,473.00
K/92 5" thick RCC floor slab in first floor, 1: 1 ½ : 3 (20mm) m3 16,867.00 19,565.72
K/93 6" thick RCC floor slab in first floor, 1 :2:4 (20mm) m3 15,922.00 18,469.52
K/94 6" thick RCC floor slab in first floor, 1: 1 ½ : 3(20mm) m3 16,864.00 19,562.24
K/95
Cement concrete 1:2: 4 (20mm) in 4 ½" x 6" continuous lintel in ground
floor
m3 18,660.00 21,645.60
K/96
ground floor.
m3 19,602.00 22,738.32
K/97
floor.
m3 18,633.00 21,614.28
K/98
Cement concrete 1: 1 ½ : 3(20mm) in 9" x 9" continuous lintel in
ground floor:
m3 19,575.00 22,707.00
K/99
floor.
m3 18,630.00 21,610.80
K/100
ground floor.
m3 19,572.00 22,703.52
K/101
floor.
m3 18,621.00 21,600.36
K/102
ground floor.
m3 19,563.00 22,693.08
K/119 Random rubble masonry in cement mortar 1:5 in foundation m3 11,262.00 13,063.92
K/120 Random rubble masonry in cement mortar 1:5 in superstructure m3 11,916.00 13,822.56
K/121 Cement concrete block in 1:4:5(20mm) built in 1:5 cement and sand m3 18,623.00 21,602.68
150mm Block m2 2,793.00 3,239.88
125mm Block m2 2,328.00 2,700.48
100mm Block m2 1,862.00 2,159.92
K/122 Cement sand block in 1:6 mix in cement built in 1:5 cement and sand m3 14,553.00 16,881.48
150mm Block m2 2,183.00 2,532.28
125mm Block m2 1,819.00 2,110.04
100mm Block m2 1,455.00 1,687.80

4.5.3. MULLAITIVU DISTRICT
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
M/59 Mixing concrete 1:3:6 (25mm) (Excluding Placing) m3 11,349.00 13,164.84
M/60 Mixing concrete 1:3:6 (40mm) [..do... ..do... ..do.. ] m3 11,257.00 13,058.12
M/61 Mixing concrete 1:2 ½:5 (25mm) [..do... ..do... ..do.. ] m3 11,869.00 13,768.04
M/62 Mixing concrete 1: 2: 4 (20mm) [..do... ..do... ..do.. ] m3 12,862.00 14,919.92
M/63 Mixing concrete 1: 1 ½: 3 (20mm) [..do... ..do... ..do.. ] m3 13,807.00 16,016.12
M/64 Mixing concrete 1: 1:2 (20mm) [..do... ..do... ..do.. ] m3 16,969.00 19,684.04
M/65
5ft. 1:3:6 (40mm)
m2 652.00 756.32
M/66
5 ft. 1:3:6 (25mm)
m2 657.00 762.12
M/67
5 ft. 1:3:6 (40mm)
m2 969.00 1,124.04
M/68
5 ft. 1:3:6 (25mm)
m2 976.00 1,132.16
M/69 3" Thick cement concrete in floor 1:2 ½ :5 (25mm) m2 1,016.00 1,178.56
M/70 3" Thick cement concrete in floor 1:2 :4 (20mm) m2 1,091.00 1,265.56
M/71 3" Thick cement concrete in floor 1:1 1/2 :3 (20mm) m2 1,163.00 1,349.08
M/72
(40mm)
m3 12,909.00 14,974.44
M/73
etc. …
m3 15,778.00 18,302.48
M/74
etc. ….
m3 16,724.00 19,399.84
M/75 Cement concrete 1:2: 4 (20mm) in 4" x 6" column in ground floor m3 17,770.00 20,613.20
M/76 Cement concrete 1:1 ½: 3 (20mm) in 4" x 6" column in ground floor. m3 18,715.00 21,709.40
M/77 Cement concrete 1:2: 4 (20mm) in 6" x 6" column in ground floor. m3 17,732.00 20,569.12
M/83
floor.
m3 17,113.00 19,851.08

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
M/84
floor.
m3 18,058.00 20,947.28
M/85 Cement concrete 1:2: 4 (20mm) in 6" x 6" beam up to first floor. m3 18,633.00 21,614.28
M/86 Cement concrete 1:1 ½: 3 (20mm) in 6" x 6" beam up to first floor. m3 19,578.00 22,710.48
M/91 5" thick RCC floor slab in first floor, 1:2:4 (20mm) m3 15,875.00 18,415.00
M/92 5" thick RCC floor slab in first floor, 1: 1 ½ : 3 (20mm) m3 16,821.00 19,512.36
M/93 6" thick RCC floor slab in first floor, 1 :2:4 (20mm) m3 15,873.00 18,412.68
M/94 6" thick RCC floor slab in first floor, 1: 1 ½ : 3(20mm) m3 16,818.00 19,508.88
M/95
Cement concrete 1:2: 4 (20mm) in 4 ½" x 6" continuous lintel in
ground floor
m3 18,610.00 21,587.60
M/96
ground floor.
m3 19,556.00 22,684.96
M/97
floor.
m3 18,584.00 21,557.44
M/98
ground floor:
m3 19,529.00 22,653.64
M/99
floor.
m3 18,581.00 21,553.96
M/100
ground floor.
m3 19,526.00 22,650.16
M/101
floor.
m3 18,572.00 21,543.52
M/102
ground floor.
m3 19,517.00 22,639.72
M/119 Random rubble masonry in cement mortar 1:5 in foundation m3 11,189.00 12,979.24
M/120 Random rubble masonry in cement mortar 1:5 in superstructure m3 11,843.00 13,737.88
M/121 Cement concrete block in 1:4:5(20mm) built in 1:5 cement and sand m3 18,572.00 21,543.52
150mm Block m2 2,786.00 3,231.76
125mm Block m2 2,322.00 2,693.52
100mm Block m2 1,857.00 2,154.12
M/122 Cement sand block in 1:6 mix in cement built in 1:5 cement and sand m3 14,553.00 16,881.48
150mm Block m2 2,183.00 2,532.28
125mm Block m2 1,819.00 2,110.04
100mm Block m2 1,455.00 1,687.80

4.5.4. MANNAR DISTRICT
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
59/M Mixing concrete 1:3:6 (25mm) (Excluding Placing) m3 11,180.00 12,968.80
60/M Mixing concrete 1:3:6 (40mm) [..do... ..do... ..do.. ] m3 11,088.00 12,862.08
61/M Mixing concrete 1:2 ½:5 (25mm) [..do... ..do... ..do.. ] m3 11,703.00 13,575.48
62/M Mixing concrete 1: 2: 4 (20mm) [..do... ..do... ..do.. ] m3 12,700.00 14,732.00
63/M Mixing concrete 1: 1 ½: 3 (20mm) [..do... ..do... ..do.. ] m3 13,657.00 15,842.12
64/M Mixing concrete 1: 1:2 (20mm) [..do... ..do... ..do.. ] m3 16,793.00 19,479.88
65/M
5ft. 1:3:6 (40mm)
m2 644.00 747.04
66/M
5 ft. 1:3:6 (25mm)
m2 648.00 751.68
67/M
5 ft. 1:3:6 (40mm)
m2 956.00 1,108.96
68/M
5 ft. 1:3:6 (25mm)
m2 963.00 1,117.08
69/M 3" Thick cement concrete in floor 1:2 ½ :5 (25mm) m2 1,003.00 1,163.48
70/M 3" Thick cement concrete in floor 1:2 :4 (20mm) m2 1,079.00 1,251.64
71/M 3" Thick cement concrete in floor 1:1 1/2 :3 (20mm) m2 1,152.00 1,336.32
72/M
(40mm)
m3 12,740.00 14,778.40
73/M
etc. …
m3 15,617.00 18,115.72
74/M
etc. ….
m3 16,573.00 19,224.68
75/M Cement concrete 1:2: 4 (20mm) in 4" x 6" column in ground floor m3 17,608.00 20,425.28
76/M Cement concrete 1:1 ½: 3 (20mm) in 4" x 6" column in ground floor. m3 18,565.00 21,535.40
77/M Cement concrete 1:2: 4 (20mm) in 6" x 6" column in ground floor. m3 17,570.00 20,381.20
83/M
floor.
m3 16,951.00 19,663.16

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
84/M
floor.
m3 17,908.00 20,773.28
85/M Cement concrete 1:2: 4 (20mm) in 6" x 6" beam up to first floor. m3 18,471.00 21,426.36
86/M Cement concrete 1:1 ½: 3 (20mm) in 6" x 6" beam up to first floor. m3 19,427.00 22,535.32
91/M 5" thick RCC floor slab in first floor, 1:2:4 (20mm) m3 15,714.00 18,228.24
92/M 5" thick RCC floor slab in first floor, 1: 1 ½ : 3 (20mm) m3 16,670.00 19,337.20
93/M 6" thick RCC floor slab in first floor, 1 :2:4 (20mm) m3 15,711.00 18,224.76
94/M 6" thick RCC floor slab in first floor, 1: 1 ½ : 3(20mm) m3 16,668.00 19,334.88
95/M
ground floor
m3 18,448.00 21,399.68
96/M
ground floor.
m3 19,405.00 22,509.80
97/M
floor.
m3 18,422.00 21,369.52
98/M
ground floor:
m3 19,379.00 22,479.64
99/M
floor.
m3 18,419.00 21,366.04
100/M
ground floor.
m3 19,376.00 22,476.16
101/M
floor.
m3 18,410.00 21,355.60
102/M
ground floor.
m3 19,367.00 22,465.72
119/M Random rubble masonry in cement mortar 1:5 in foundation m3 10,950.00 12,702.00
120/M Random rubble masonry in cement mortar 1:5 in superstructure m3 11,604.00 13,460.64
121/M Cement concrete block in 1:4:5(20mm) built in 1:5 cement and sand m3 18,407.00 21,352.12
150mm Block m2 2,761.00 3,202.76
125mm Block m2 2,301.00 2,669.16
100mm Block m2 1,841.00 2,135.56
122/M Cement sand block in 1:6 mix in cement built in 1:5 cement and sand m3 14,553.00 16,881.48
150mm Block m2 2,183.00 2,532.28
125mm Block m2 1,819.00 2,110.04
100mm Block m2 1,455.00 1,687.80

4.5.5. VAVUNIYA DISTRICT
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
V/59 Mixing concrete 1:3:6 (25mm) (Excluding Placing) m3 10,374.00 12,033.84
V/60 Mixing concrete 1:3:6 (40mm) [..do... ..do... ..do.. ] m3 10,282.00 11,927.12
V/61 Mixing concrete 1:2 ½:5 (25mm) [..do... ..do... ..do.. ] m3 10,914.00 12,660.24
V/62 Mixing concrete 1: 2: 4 (20mm) [..do... ..do... ..do.. ] m3 11,929.00 13,837.64
V/63 Mixing concrete 1: 1 ½: 3 (20mm) [..do... ..do... ..do.. ] m3 12,938.00 15,008.08
V/64 Mixing concrete 1: 1:2 (20mm) [..do... ..do... ..do.. ] m3 15,951.00 18,503.16
V/65
5ft. 1:3:6 (40mm)
m2 603.00 699.48
V/66
5 ft. 1:3:6 (25mm)
m2 607.00 704.12
V/67
5 ft. 1:3:6 (40mm)
m2 895.00 1,038.20
V/68
5 ft. 1:3:6 (25mm)
m2 902.00 1,046.32
V/69 3" Thick cement concrete in floor 1:2 ½ :5 (25mm) m2 943.00 1,093.88
V/70 3" Thick cement concrete in floor 1:2 :4 (20mm) m2 1,020.00 1,183.20
V/71 3" Thick cement concrete in floor 1:1 1/2 :3 (20mm) m2 1,097.00 1,272.52
V/72
(40mm)
m3 11,934.00 13,843.44
V/73
etc. …
m3 14,845.00 17,220.20
V/74
etc. ….
m3 15,855.00 18,391.80
V/75 Cement concrete 1:2: 4 (20mm) in 4" x 6" column in ground floor m3 16,837.00 19,530.92
V/76 Cement concrete 1:1 ½: 3 (20mm) in 4" x 6" column in ground floor. m3 17,846.00 20,701.36
V/77 Cement concrete 1:2: 4 (20mm) in 6" x 6" column in ground floor. m3 16,799.00 19,486.84
V/83
floor.
m3 16,180.00 18,768.80

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
V/84
floor.
m3 17,189.00 19,939.24
V/85 Cement concrete 1:2: 4 (20mm) in 6" x 6" beam up to first floor. m3 17,700.00 20,532.00
V/86 Cement concrete 1:1 ½: 3 (20mm) in 6" x 6" beam up to first floor. m3 18,709.00 21,702.44
V/91 5" thick RCC floor slab in first floor, 1:2:4 (20mm) m3 14,943.00 17,333.88
V/92 5" thick RCC floor slab in first floor, 1: 1 ½ : 3 (20mm) m3 15,952.00 18,504.32
V/93 6" thick RCC floor slab in first floor, 1 :2:4 (20mm) m3 14,940.00 17,330.40
V/94 6" thick RCC floor slab in first floor, 1: 1 ½ : 3(20mm) m3 15,949.00 18,500.84
V/95
ground floor
m3 17,677.00 20,505.32
V/96
ground floor.
m3 18,686.00 21,675.76
V/97
floor.
m3 17,651.00 20,475.16
V/98
ground floor:
m3 18,660.00 21,645.60
V/99
floor.
m3 17,648.00 20,471.68
V/100
ground floor.
m3 18,657.00 21,642.12
V/101
floor.
m3 17,639.00 20,461.24
V/102
ground floor.
m3 18,648.00 21,631.68
V/119 Random rubble masonry in cement mortar 1:5 in foundation m3 9,811.00 11,380.76
V/120 Random rubble masonry in cement mortar 1:5 in superstructure m3 10,465.00 12,139.40
V/121 Cement concrete block in 1:4:5(20mm) built in 1:5 cement and sand m3 17,618.00 20,436.88
150mm Block m2 2,643.00 3,065.88
125mm Block m2 2,202.00 2,554.32
100mm Block m2 1,762.00 2,043.92
V/122 Cement sand block in 1:6 mix in cement built in 1:5 cement and sand m3 14,553.00 16,881.48
150mm Block m2 2,183.00 2,532.28
125mm Block m2 1,819.00 2,110.04
100mm Block m2 1,455.00 1,687.80

4.6. FORMWORK, REINFORCEMENT & OTHER WORKES
a) All necessary boarding, supports, erecting, framing, cutting, angles, striking, removal cleaning, wetting etc.
b) Unless otherwise specified in the respective items, all formwork and reinforcement are measured separately.
c) Form work has been measured in the net contact surface measurement between concrete & form work.
d) Plywood shuttering to produce to have fair face concrete finish. Mould oil should be applied to form work
surface before using. (Or steel shuttering the same rate shall be applicable).
e) Reinforcement shall conform to including binding wire, cutting bending, assembling, supplying fixing position,
stools, spacer bar and fabricating steel according to British standard practice and as shown in structural
drawing. All steel to be tor steel manufactured by SLS certified manufactures.
f) Reinforcement as per B.S 4499 or 4461 having minimum characteristic strength of 460 N/mm2 for high yield
steel and 250 N/mm2 for mild steel.)
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
103
Sawn timber formwork to 9" x 9" cement concrete column in ground
floor.
m2 1,873.00 2,172.68
104 Sawn timber formwork for concrete beam in ground floor m2 2,327.00 2,699.32
105 Sawn timber formwork for underside of first floor slab m2 1,237.00 1,434.92
106 Shuttering for footing for columns, walls & plinth beam etc. m2 312.00 361.92
107 Formwork for Lintels m2 434.00 503.44
108
Tor steel/ Mild steel reinforcement to lintels, slab, beams and columns
bent to shape laid in position and tied with G.l.wire as directed.
kg 199.00 230.84
109
Curb in cement concrete 1:2:4 (20mm) 9" height and 3" thick, cement -
rendered 1/2" thick, including excavation.
m 1,153.00 1,337.48
110
Pad stones, cement concrete 1:2:4 (20mm) precast or in situ 1-6" x 0'-
"x O'-6" (450 x 225 x 150mm)
nr 601.00 697.16
111
Slabs over drain, cement concrete 3" 'thick, 1:2:4 (20mm) reinforced
with expended metal and 1/2" cement 'rendered 1:2 (R/F paid for
separately).
m2 2,310.00 2,679.60
112
Spur Stones, cement concrete 1:2:4 (3/4") for door posts supplied and
fixed.
nr 336.00 389.76
113
Drains semicircular in cement concrete 1:2 1/2: 5(1") 9" wide and 9"
average depth, 3" thick sides and base, inclusive of 1/2" cement
rendering 1:3 with necessary expansion joints and excavation, but
without ramp.
m 1,779.00 2,063.64
114
Drains semicircular in cement concrete 1:2 1/2: 5(1") 9" wide and 9"
average depth, 3" thick sides and base, inclusive of 1/2" cement1
rendering 1:3 with necessary expansion joints and excavation, with 2.1
6" wide ramp.
m 2,962.00 3,435.92
115
Drains semicircular in cement concrete 1: 2: 4 (3/4") 9" wide and 9"1
rendering 1:3 with necessary expansion joints and excavation, but
without ramp.
m 1,815.00 2,105.40

116
Drains semicircular in cement concrete 1:2 : 4 (3/4") 9" wide and 9"1
rendering 1:3 with necessary expansion joints and excavation, with 2-
6" wide ramp.
m 3,056.00 3,544.96
117
Ramp in cement concrete 1:2 1/2: 5(1") , 3" thick , inclusive of 1/2"
cement rendering 1:3 with necessary expansion joints and excavation,
m2 1,685.00 1,954.60
118
Ramp in cement concrete 1: 2:4 (1"), 3" thick, inclusive of 1/2" cement
rendering 1:3 with necessary expansion joints and excavation.
m2 1,757.00 2,038.12
4.7. BRICK WORK
Plumbing, angles, straight cutting, forming rebates, reveals and raking out joints for plastering.
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
123 Brick work in cement and sand 1:5 in foundation up to DPC m3 11,919.00 13,826.04
124 Brick work in cement and sand 1:8 in foundation upto DPC m3 11,617.00 13,475.72
125 Brick work in cement and sand 1:5 in 4 1/2" thick walls in ground floor m2 1,451.00 1,683.16
126 Brick work in cement and sand 1:5 in 9" thick walls in ground floor m2 2,773.00 3,216.68
127
Brick work 13 1/2" thick in cement and sand 1:5 in superstructure in
ground floor
m2 4,191.00 4,861.56
128
9" thick Brick walls in cement and sand 1:5 in superstructure in ground
floor.
m2 2,721.00 3,156.36
129 4 1/2" thick Brick wall ( wire cut ) in cement and sand 1:5 in ground floor m2 1,887.00 2,188.92
130 9" thick in cement and sand 1:5 with wire cut Bricks. m2 3,573.00 4,144.68
131 13 1/2" thick brick wall (wire cut) in cement and sand 1:5 in ground floor m2 5,579.00 6,471.64
132 3" thick floor paved in lime mortar 2:5 in ground floor m2 1,211.00 1,404.76
133
Steps 1’-1 ½ " x 0'- 6" in brick in cement and sand 1:5 with ½ " thick
cement and sand 1:2 rendering including necessary excavation
m 1,235.00 1,432.60
134
Brick drains in cement and sand 1:5, 9" wide and 6"-9" average depth
including cement rendering ½ " thick 1:2 to exposed faces with 1’-6”
ramp including necessary excavation
m 2,028.00 2,352.48
135
Brick drains in cement and sand 1:5, 9" wide and 6"-9" average depth
including cement rendering ½ " thick 1:2 to exposed faces without ramp
including necessary excavation
m 1,725.00 2,001.00
136 Expansion joints in brick floors, filled with bitumen and sand. m 60.00 69.60
137
Expansion joints in concrete floors filled with bitumen and sand (to full
1m depth of concrete and rendering)
m 114.00 132.24

4.8. PAVIOR
a) Wall Tiles should be manufactured by Lanka Wall tile /Rocel ceramic / approved equivalent
b) All floor ties shall be Homogenous vitreous porcelain of industrial grade (heavy duty) Floor tile l manufactured
by Rocell or approved equivalent.
c) Tile Mortar: Swisstek or equivalent
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
138
Non-skid floor tiles bedded in ½ " cement mortar 1:2 & pointing in neat
cement in ground floor. [8"× 8"]
m2 3,138.00 3,640.08
139
m2 3,158.00 3,663.28
140
m2 3,163.00 3,669.08
141
m2 3,740.00 4,338.40
142
Glazed tile fixed to walls including bedding in cement mortar 1:2 and
raking in ground floor.
m2 3,391.00 3,933.56
4.8. ROOF WORKS
a) Hoisting & fixing complete with nails ,screws clips etc.
b) All straight & square cutting & waste
c) Two coats of wood preservative to roof & flat asbestos ceiling timber frame work,
d) All cutting notching, drilling sinking trimming, framing, jointing splayed in position complete with. all nails
spiked screws & priming to joints & ends
e) No application of any description shall be made on any timber is approved by the Eng.
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
143
Roof with Calicut pattern tiles laid on kempas / special upper class
timber frame work for hip roof in single storey building consisting of wall
plate, beam, ridge plate, rafters, reepers etc. Rate to include Calicut
pattern ridge tile laid on bedded with cement and sand 1:5 and Pointed
with cement and sand 1:3 coloured to match the colour of tiles.
m2 3,989.00 4,627.24
144 Cable end roof on...do... ..do.. .do.. ..do. m2 3,490.00 4,048.40
145
Roof covering with Calicut pattern clay tiles in single storied building.
(hip roof)
m2 1,290.00 1,496.40
146 Gable end roof on..do.. ..do.. ..do.. .do.. ..do.. m2 1,221.00 1,416.36
147
Roof with corrugated asbestos sheet fixed on kempas/ special upper
class timber frame work in single storied building
m2 2,293.00 2,659.88

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
148
Roof covering with corrugated asbestos sheet (timber frame work and
ridge covering measured separately)
m2 746.00 865.36
149
Asbestos close fittings ridging fixed complete with roofing screws or
bolts (hook).
m 856.00 992.96
150
Ridging covering with Calicut pattern ridging, tiles bedded in cement
lime mortar 1:1:4.
m 562.00 651.92
151
Tiles, Calicut pattern, flat supplied & laid up to 5 tiles in single storey
building
tile 94.00 109.04
152
Tiles, Calicut pattern flat supplied &laid (above 5 and up to 25) in single
storey Building.
tile 80.00 92.80
153 Tiles, calicut pattern flat supplied &laid in any Building. m2 1,004.00 1,164.64
154
Tiles, calicut pattern flat supplied &laid in any Building. (Tiles available
at site)
m2 62.00 71.92
155 Shifting and re-laying calicut pattern tiles. m2 124.00 143.84
156
¾ " x 9" high valance board in class 1 fixed with brass screws to ends
of rafters.
m 653.00 757.48
157
0.47mm thick Zn-Al sheet valley gutter 3’-0" girth over all once bent
with end laps not less than 9" width including ¾ " tongued and grooved
planks in special upper class laid to slope and profile on timber (with.
Wood preservative) members.
m 4,949.00 5,740.84
157a
0.47mm thick Zn-Al Sheet Valley Gutter 3'-0" girth including ¾ "
tongued and grooved planks in special upper class laid to slope and
profile on timber member
m 4,894.00 5,677.04
157b
0.47mm thick Zn-Al Sheet Valley Gutter 3'-0" girth including ¾ "
tongued and grooved planks in special upper class laid on 50x25 mm
galvanized box bar laid to slope and profile on G.I "C" purlin
m 5,995.00 6,954.20
158
24 BWG (1.2mm) galvanized iron flashing 1'-6" girth overall 3 times
bent with end laps not less than 6" lead soldered turned and tucked up
to not less than 6" into chase cut in wall and pointed in cement mortar
1:2 lower end dressed over roof covering not less than 1’-0" wide
m 912.00 1,057.92
159
Supplying & laying sandwich panel roofing GLAMT G5 A 0.44-
0.35/0.32 mm thick Zn-Al Sheet, PV-50mm panel weight 8.06kg.m2
with necessary fittings self-tapping fasteners etc. on galvanized iron
"C" channel purlins as per manufacturers specification. [purlins
measured separately]
m2 5,204.00 6,036.64
160
Zinc aluminum high tensile roofing sheet 0.47mm approved colour laid
on existing framework and fixed complete with self-tapping fasteners
etc.
m2 1,380.00 1,600.80
161
Supplying & laying 0.47mm thick coloured Zn-Al high tensile ridging
fixed with self-tapping fasteners etc.
m 684.00 793.44
162
Supplying & fixing 100X100mm square Zn-Al gutter with 470mm girth
(type A) on valance board with internal brackets.
m 984.00 1,141.44
163
Supplying & fixing 100x100mm square Zn-Al down pipe with necessary
fittings
m 1,025.00 1,189.00

164
Supplying & laying 8mm thick Heat Insulation with 75x75mm weld
meshes under amino sheet roofing.
m2 933.00 1,082.28
164a
m2 748.00 867.68
164b
m2 347.00 402.52
4.10. CARPENTER & JOINER
a) All cutting, notching, drilling, sinking, trimming, framing, jointing, splayed edges & the like including fixing in
position complete with all nails, spikes, joints and ends.
b) No application of any description shall be made on any timber unless and until the timber is approved by the
Engineer.
c) All door frames shall be fixed with spur stones at the foot
d) Hold fast 4 Nos for each frame
e) All doors & windows frames shall be fixed to block works with MS hold fast as directed.
f) All doors & windows fittings to be approved before fixing.
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
165
Horizontal ceiling lining using 4'-0"x4'-0" flat asbestos cement. Sheets
| fixed to timber framework with 2 coats of colour less wood |
preservative including beading and cove mouldings on timber frame |
work. Comprising of 4"x2" joists and 2"x2" bearers in kempas timber.
m2 2,517.00 2,919.72
166
Horizontal ceiling lining using 4’-0"x4’-0" flat asbestos free sheets fixed
o timber framework with ..do.. ..do..
m2 2,494.00 2,893.04
167
Horizontal ceiling lining using 4"-0"x4’-0" flat asbestos free sheets fixed
to timber framework with 2 coats of colour less wood preservative
including aluminum beading 1" wide both ways with rubber fillets to
aluminum beading on timber frame work. comprising 4"x2" joists
1200mm centers, 2"x2" bearers 600mm centers & 2"x1" spacer
bearers not exceeding 2'-0" centers to form 600x600mm paneling in
kempas timber.
m2 3,151.00 3,655.16
168
Ceiling asbestos, flat in eaves fixed with clout headed nails to 2"x2" &
2"x1" bearers & spacers not exceeding 2’-0" centers both ways in
kempas treated timber including aluminium beading 1" wide with
rubber fillets to aluminium beading.
m2 2,938.00 3,408.08
168a
0.47mm thick Zn-Al Sheet flashing 1’-6" girth overall 6" into chase out
in wall and pointed in cement mortor 1:2 lower end dressed over roof
covering not less than 1'-0" wide
m 838.00 972.08
169
Cove mouldings CI.I 2 ½ "x1 ½ " fixed with brass screws & plugs new
or renewed.
m 106.00 122.96
170 Ceiling, upper side cleaned and debris cleared away. m2 31.00 35.96
171 Timber in special upper class fixed or renewed in roof beam and post. m3 138,604.00 160,780.64

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
172
Reepers 2"x1" in Special upper class timber supplied & fixed new/
renewed with iron 'nails, up to 100 Lft (shifting of tiles paid for
separately).
m 94.00 109.04
173 Do....do.... over 100 Lft m 89.00 103.24
174
Door single hung with frame having 1 1/8 " to 1 ¼ " thick glazed /
paneled sash and 3 ¾ "x2 ¾ " timber frame in Special upper class
timber. Complete with heavy quality brass fittings. (Lock paid
separately)
m2
12,846.00 14,901.36
175
Door double hung with frame having 1 1/8" to 1 ¼ " thick glazed /
paneled sash and 3 ¾ "x2 ¾ " timber frame in Special upper class
timber. Complete with heavy quality brass fittings. (Lock paid
separately)
m2
12,744.00 14,783.04
176
Plywood door single hung with frame having 1 ¼ " thick sash and
3 ¾ "x2 ¾ " timber frame in Special upper class timber. Complete with
I heavy quality brass fittings. (Lock paid separately)
m2
8,370.00 9,709.20
177
Door/ window ledged, braced and battened single hung with frame
having ¾ " to 7/8 " thick tongued and grooved planks in Special upper-
class timber and 3 ¾ "x2 ¾ " frame in special upper-class timber.
Complete with heavy quality brass fittings. (Lock paid separately)
m2
13,881.00 16,101.96
178
Windows glazed 1 ¼ " thick openable sashes with 3 ¾ "x2 ¾ " frame
and mullions in special upper class timber. Complete with heavy
quality brass fittings.
m2
13,441.00 15,591.56
179
1/8" glass panes exceeding 1'-0" but not exceeding 4 square feet cut
& fixed with timber beadings to doors and windows.
m2
3,081.00 3,573.96
180 Door or window, removing easing and re-fixing. sash 478.00 554.48
181 Door or window, easing only. sash 175.00 203.00
182
Door or window frames renewed in short lengths with special upper
class timber
m3
204,505.00 237,225.80
183
Door or window sashes, available fixed in position (fittings paid
separately)
sash 956.00 1,108.96
184 Door sashes swing, removed and re-fixed in new position. sash 638.00 740.08
185
Door frame 4" x 3" in special upper class timber supplied and fixed in
position.
m2
8,374.00 9,713.84

4.11. BRASS FOUNDER
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
186
Bolts barrel, brass, polished, 4" heavy quality supplied and fixed with
brass screws.
nr 598.00 693.68
187 Barrel bolt brass -do - 6” -do- nr 559.00 648.44
188 Skelton bolt brass -do - 12” -do- nr 659.00 764.44
189
Casement fastener brass with mortice plate, polished heavy quality
supplied and fixed with brass screws.
nr 503.00 583.48
190 Casement stays polished 10" heavy quality supplied and fixed. nr 499.00 578.84
191
Fanlight catches brass heavy quality with 'brass screws fixed
complete.
nr 383.00 444.28
192
Hinges brass 4" x 3" heavy quality supplied & fixed with brass screws
complete
nr 759.00 880.44
193
Hinges centre pivot (consisting of 2 pieces) 'brass polished heavy
quality supplied and fixed with brass screws.
set 364.00 422.24
194
Draw rings, brass 1 ¾ “ to 1 ½ “ supplied &fixed to door & windows with
brass screws. (37mm dia.)
nr 193.00 223.88
195 Rim lock with chromium plated handle nr 1,838.00 2,132.08
196 Mortice lock (single hung door) with handle nr 4,490.00 5,208.40
197 Mortice lock (double hung door) with handle nr 5,850.00 6,786.00
198
B.R.C Weld mesh No.32, fixed to existing frames with staples (fillets
and beading paid for separately)
m2 1,074.00 1,245.84
199
B.R.C Weld mesh No.31 supplied & fixed to window frames with
2"x ½ " ‘Spl upper class timber beading & painting weld mesh with
1coat Red Lead & 2 coats anticorrosive paint, & beading with primer,
undercoat & 2 coats oil paint 'to approved tint, Rate to include for
making openings for bolts, casement stays etc.
m2 2,876.00 3,336.16
200 ... do ... with ½ " x ½ " chickenmesh m2 2,651.00 3,075.16
201
M.S Bar 5/8" dia (16mm) supplied & fixed in window frame at 4"
enters& Painted with 1 coat red lead & 2 coats of Enamel Paint.
m 322.00 373.52
202
Iron grill supplied & fixed to satify of window with 16mmx5.5mm flat iron
& 12mmx5.5mm flat iron uprights welded at 75mm c/c & horizontally
welded at 150 mm c/c. Rates including for single coat of anticorrosive
paint & 2 coats of enamel paint.
m2 4,941.00 5,731.56

4.12. FINISHING WORK
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
203
3/4" thick DPC, in cement sand 1:2 finished with 2 coats hot tar and
blinded with sand.
m2 867.00 1,005.72
204
5/8" thick plastering to wall in lime and sand 2:5 including floating with
Lime putty.
m2 589.00 683.24
205
5/8" thick plastering to wall in cement sand 1:3 including cement
floating.
m2 551.00 639.16
206
3/8" thick plastering to soffit of slab in cement sand 1:3 including
floating with lime putty.
m2 863.00 1,001.08
207
3/8" thick plastering to soffit of slab in cement sand 1:3 including
floating with lime putty.
m2 726.00 842.16
208
5/8" thick to wall in lime, cement and sand 1:1:5 finished semi rough
with wooden float.
m2 515.00 597.40
209
5/8" thick plastering to wall in lime, cement and sand 1:1:5 finished
smooth with lime putty floating.
m2 643.00 745.88
210 5/8" thick plastering to wall in cement and sand 1:4 finished smooth m2 493.00 571.88
211
5/8" thick plastering to wall in cement and sand 1:3 to internal and
external walls.
m2 523.00 606.68
212 1/2" thick rendering in cement and sand 1:3 finished smooth m2 533.00 618.28
213 1/2" thick rendering in cement and sand 1:2 in floors, finished smooth. m2 588.00 682.08
214
1/2" thick rendering in cement and sand 1:2 in coloured cement floors,
finished smooth.
m2 695.00 806.20
215 3/4" thick rendering in cement and sand 1:3 in floors finished smooth. m2 735.00 852.60
216 3/4" thick rendering in cement and sand 1:2 in floors finished smooth. m2 782.00 907.12
217
3/4" thick rendering in cement and sand 1:2 in coloured cement floors
| finished smooth.
m2 888.00 1,030.08
218
1/2" x 6" skirting in cement and sand 1:3 projected or flush to walls
finished with colour floating including forming groove.
m 347.00 402.52
219
finished with colour floating including forming groove.
m 201.00 233.16
220
finished with floating including forming groove.
m 190.00 220.40
221
Plaster bands laid over tiles 4" to 6" wide on roof in cement, sand and
Lime mortar 1:1:4
m 165.00 191.40
222 Reveals plastering 1:3, 5/8" thick not exceeding 6" wide m 137.00 158.92
223 Cove moulding 2 1/2" x 2 1/2" in cement mortar 1:2 built in existing wall m 252.00 292.32
224 Rendering, cement 3/4", 1:2 with 5% pudlo cement m2 788.00 914.08

4.13. PAINTING WORK
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
225
Prepare and apply of preservative (oil type) to structural timber
including touching up cut ends etc. after fixing
m2 211.00 244.76
226
Prepare surface of steel truss and apply two coats of anticorrosive
primer.
m2 632.00 733.12
227
Apply one coat of anti-corrosive primer and two coats enamel paint on
already shop primed and erected steel roof truss.
m2 790.00 916.40
228
Prepare and apply two coats primer and finishing coat of enamel paint
to mild steel (angle / flat) gate.
m2 769.00 892.04
229 Painting steel on new work with 2 coats of anticorrosive paint. m2 305.00 353.80
230
Painting Steel work, 1 coat, with anticorrosive paint including removing
scale and wire brushing. (old work)
m2 171.00 198.36
231 Painting new timber work with two coats wood preservative m2 109.00 126.44
232
Preparing and painting wood work with primer and two coats enamel
paint
m2 539.00 625.24
233 Painting new wood work with approved wood primer 1 coat. m2 174.00 201.84
234
Painting, enamel paint including washing cleaning & smoothing down
with sandpaper, 1 coat. (old work)
m2 181.00 209.96
235 Painting enamel paint -do- 2 coats. (old work) m2 338.00 392.08
236 White or colour washing two coats in single storied m2 40.00 46.40
237 Painting walls with alkali resisting primer to internal walls m2 97.00 112.52
238 Painting walls with alkali resisting primer to external walls m2 120.00 139.20
239
Prepare and apply one coat of Alkali resistant primer and two coats of
emulsion paint to walls
m2 371.00 430.36
240
Prepare and apply one coat of Alkali resistant primer and two coats of
emulsion paint to soffit of slabs
m2 412.00 477.92
241
Painting walls with Emulsion paint, 2coat including preparing surface
of old work.
m2 258.00 299.28
242
Painting walls with Emulsion paint, 2coat including preparing surface
of old work.
m2 139.00 161.24
243
Prepare and apply one coat of external primer and two coats of weather
shield emulsion paint to external walls.
m2 412.00 477.92
244
Painting walls with weather shield emulsion paint, 2coat including
preparing surface of (old work)
m2 295.00 342.20
245 Painting walls with weather shield emulsion paint, 1 coat (old work) m2 160.00 185.60
246 Cement washing to walls of single storied building 2 coats m2 65.00 75.40
247 Varnishing two coats with copal varnish after sand papering m2 332.00 385.12
248 Preparing and applying floor polish m2 422.00 489.52

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
249
Painting, epoxy floor paint including washing cleaning & smoothing
down 1 coat.
m2 209.00 242.44
250
Painting, epoxy floor paint including washing cleaning & smoothing
down 2 coats
m2 413.00 479.08
251 Ceiling painting, 2 coats of emulsion painting for ceiling m2 337.00 390.92
252 Celling painting, 1 coat of emulsion painting for celling m2 186.00 215.76
4.14. PLUMBING WORKS
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
253
Wash Basin 22" x 16"pedestal type (approved quality) with chromium
pated pillar tap, waste plug, supplied & fixed complete.
nr 11,832.00 13,725.12
254
Wash Basin 22" x 16"pedestal type (imported type) with chromium
pated pillar tap and waste plug, supplied & fixed complete
nr 12,756.00 14,796.96
255
Closet, pedestal approved type with low level glazed, earthenware
‘flushing cistern flush pipe double plastic seat cover, 1/2" stop cock,
trap etc. supplied and fixed
nr 19,612.00 22,749.92
256
Closet, pedestal type with low level (imported) glazed, earthenware
'flushing cistern flush pipe double plastic seat cover, 1/2" stop cock,
trap etc. supplied and fixed
nr 22,426.00 26,014.16
257
Sink, glazed, earthenware 24"x15"x7" supplied approved quality and
fixed with waste plug, complete
nr 7,445.00 8,636.20
258 Closet squatting type, large with trap supplied & fixed. nr 4,583.00 5,316.28
259 Vitreous bidet suite fixed complete to working order, imported quality nr 13,870.00 16,089.20
260
4 nos. Bowl type urinal with trap and 2 gal. Capacity automatic flushing
cistern and spreaders complete to working orders
item 27,899.00 32,362.84
261 Bowl type urinal with trap nr 5,407.00 6,272.12
262
Supplied and fixed single board stainless steel kitchen sink with
chromium plated swan neck tap and bottle trap.
nr 8,820.00 10,231.20
263 Flushing cistern, low level, plastic supplied and fixed complete. nr 6,068.00 7,038.88
264 Flushing cistern, high level, plastic supplied and fixed complete. nr 6,425.00 7,453.00
265
Mirror, bathroom type, supplied & fixed to wall with Rawl plugs & plastic
frames.
nr 1,318.00 1,528.88
266 6"x 1/2" Shower rose, chromium plated nr 695.00 806.20
267 Towel rail 2'-0" long 3/4" dia chromium plated. nr 953.00 1,105.48
268 Soap tray, chromium plated, supplied & fixed to wall with rawl plugs. nr 698.00 809.68
269
Tooth brush holder, chromium plated supplied & fixed to wall with Rawl
plugs.
nr 494.00 573.04
270 Brass Bib Tap 1/2" [ English ] Pegler nr 1,385.00 1,606.60
271 Brass Bib Tap 3/4" [ English ] Pegler nr 1,895.00 2,198.20

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
272 Chromium plated (plumber) tap 3/4" supplied & fixed. nr 1,334.00 1,547.44
273 Plastic tap 3/4" supplied & fixed. nr 467.00 541.72
274 Cocks, plastic 1/2" supplied & fixed. nr 355.00 411.80
275 Cocks, plastic 3/4" supplied & fixed. nr 434.00 503.44
276 Cocks, plastic 1" supplied & fixed. nr 491.00 569.56
277 Cocks, plastic 1 1/4" supplied & fixed. nr 728.00 844.48
278 Cocks, plastic 1 1/2" supplied & fixed. nr 731.00 847.96
279 Cocks, plastic 2" supplied & fixed. nr 663.00 769.08
280 Brass Gate Valve 2" supplied and fixed (English type) nr 3,765.00 4,367.40
281 Brass Gate Valve 11/4" supplied and fixed (English type) nr 3,640.00 4,222.40
282 Supplied and fixed adjustable Shower rose, Plastic nr 287.00 332.92
283 Supplied and fixed Bidet Shower nr 1,001.00 1,161.16
284 Pipes pvc 1/2" dia. supplied & fixed.(20mm dia.) 1000 type m 69.00 80.04
285 Pipes pvc 3/4" dia. supplied & fixed.(25mm dia.) 1000 type m 127.00 147.32
286 Pipes pvc 1" dia. supplied & fixed 1000 type, (32mm dia.) m 231.00 267.96
287
Pipes pvc 1 1/4 "supplied & fixed 1000 type, with excavation & back
filling (140mm)
m 403.00 467.48
288
Pipes pvc 11/4" supplied & fixed 600 type, with excavation & back filling
(40mm)
m 310.00 359.60
289
Pipes pvc 1 1/4 "supplied & fixed 1000 type, without excavation
(40mm)
m 318.00 368.88
290 Pipes pvc 1 1/4 "supplied & fixed 600 type, without excavation (40mm) m 225.00 261.00
291
Pipes pvc 1 1/2"supplied & fixed 1000 type, with excavation & back
filling (50mm)
m 542.00 628.72
292
Pipes pvc 1 1/2" supplied & fixed 600 type, with excavation & back
filling (50mm)
m 403.00 467.48
293
Pipes pvc 1 1/2 "supplied & fixed 1000 type, without excavation
(50mm)
m 457.00 530.12
294 Pipes pvc 1 1/2 "supplied & fixed 600 type, without excavation (50mm) m 318.00 368.88
295
Pipes pvc 2"supplied & fixed 1000 type, with excavation & back filling
(63mm)
m 887.00 1,028.92
296
Pipes pvc 2" supplied & fixed 600 type, with excavation & back filling
(63mm)
m 638.00 740.08
297 Pipes pvc 2 "supplied & fixed 1000 type, without excavation (63mm) m 802.00 930.32
298 Pipes pvc 2 "supplied & fixed 600 type, without excavation (63mm) m 553.00 641.48
299 Eaves gutters 4" square type pvc fixed with aluminium brackets. m 510.00 591.60

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
300 Down pipe 3 1/2" (88mm) Pvc fixed with wooden plugs to wall etc. m 454.00 526.64
301
Drains, pvc 400 type 4" laid on cement concrete 6" thick up to 2’-0"
depth of 'invert including excavation & cement concrete Hunching
(1:3:6-1" metal).
m 1,877.00 2,177.32
302 Drains, pvc 400 type 4" supplied and fixed m 616.00 714.56
303 Drains, pvc 600 type 4"supplied and fixed m 1,239.00 1,437.24
304 Gulley pvc 6" supplied & fixed including gulley box. nr 1,911.00 2,216.76
305
Manhole 2’x2' & up to 2'-0" deep, 5" thick block in cement sand 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.
nr 9,664.00 11,210.24
306 Manhole 3’-6"x2'-3" & 2'-0" to 4’-0" deep -do- -do-. nr 16,236.00 18,833.76
307
Manhole cover reinforced concrete 3" thick 2’-0”x2’-0" approx. supplied
& fixed reinforced with 1/4" diaM.S.rods at 3" centers both ways.
m2 3,874.00 4,493.84
308 Wire Dome 2" Supplied & fixed nr 197.00 228.52
309
Chamber 9" x9" & up to 9" deep, 3" thick 1:3:6(1") cement conc. Walls
& cement rendered 1/2" (1:2) with 3" cement conc. foundation in 1:3:6
(1") with cover.
nr 2,688.00 3,118.08
310 ..do.. .do.. 1’-0" x 1'-0" & up to deep 1’-0" ..do.. ..do... nr 3,531.00 4,095.96
311
Supplying and fixing Disable person toilet fittings imported. All
complete as directed,
item 118,188.00 137,098.08
312
Supply and fix approved manufactures fiber glass PE+ or equivalent |
1000 liter water tank approved type by Engineer (double layer).
nr 14,946.00 17,337.36
4.15. ANGLE IRON WORKS
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
313
Supplying and fixing 50 x 50 x 6mm thick Angle iron purlin fixed to wall
with necessary steel anchoring and concrete at not exceeding 900mm.
centers and joints should be bolted with 2 Nos 12mm dia bolts and
nuts: other side welding with cleats minimum length 225mm in next
reduced angle iron including two coats of Anticorrosive paint and 2
coats of | enamel paint as directed.
m 726.00 842.16
314 63mm x 63mm x 6mm Angle iron purlin ..do.. ..do.. m 979.00 1,135.64
315
End Truss - 2/50mm x 50mm x 6mm including 1:2:4(20mm) concreting
2 Nos 12mm dia 225mm long welded to end truss with 2 coats of
anticorrosive paint.
m 1,880.00 2,180.80
316
End Truss - 2/63 x 63 x 6mm including 1:2:4(20mm) concreting 2 Nos
12mm dia 225mm long welded to end truss with 2 coats of anticorrosive
paint.
m 2,239.00 2,597.24
317
25mm x 6mm, Flat iron 1’-0" long weld to end purlin as bracket to fix
valance board with two coats of anticorrosive paint and bolt & nut.
nr 68.00 78.88
318 12"x 1/4" Flat iron O'- 6" long to fixing eaves nr 63.00 73.08

4.16. ALUMINIUM WORKS
a) Contractor should submit detailed shop drawings and fabricated samples of typical units of each type
illustrating all construction details for prior approval of the Engineer.
b) Frames shall be fixed to the structural openings with appropriate fixing plugs and anchor | bolts.
c) Interface between door / window frames and structural openings shall be properly | caulked and sealed with
flexible silicon sealant of a colour to be approved by the | Engineer
d) Corners and joints of frames and sashes shall be miter cut and staked with clears and mechanically crimped.
Where staked joints are not possible. Frames/sashes shall be miter cut or square cut as required & assembled
with stainless screws into appropriate | cleats & integral screw groves within the extrusion. All shall be sealed
with approved Joint sealer to prevent leakages. Drainage points shall be provided as required.
e) All openable sashes shall be provided with minimum two layers of Neoprene / EDPM weather stripping /
Gaskets to form a continuous drought proof seal between sashes and frames.
f) Windows shall be provided with heavy duty stainless steel (304) friction hinges, and die cast powder coated
aluminium fasteners.
g) All doors / windows shall have stainless steel hinges & screws, locks shall be "Alpha'" | locks /approved
quality.
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
319
Plywood door with (10-15) micron bronze anodized Aluminium frame
and Stainless steel fittings, Lock, Painting etc.
m2 12,488.00 14,486.08
320
Fully Glazed door (1.6mm thick) 100mm wide frame and 42mm, 45mm
wide sash, (10 -15) micron bronze anodized Aluminium and Stainless
steel fittings, Lock, door closer etc.
m2 16,665.00 19,331.40
321
Aluminium door frame only 100 mm wide, (10-15) micron bronze
anodized with necessaries.
m2 7,834.00 9,087.44
322
Marine Plywood door with (10-15) micron bronze anodized Aluminium
frame and Stainless steel fittings Lock, Painting etc.
m2 15,939.00 18,489.24
323
70mm Casement window, (10-15) micron bronze anodized Aluminium
with necessary fittings.
m2 13,350.00 15,486.00
324
76mm Aluminium shop front partition with (10-15) micron bronze
anodized frames, with Alumex or equivalent with necessary extrusions
consist of paneling with 4mm thick Aluminium composite panel at top
and bottom, 5 mm thick clear / float glass panes at middle with andblast
sticker (as directed) fixed to complete with rubber, gasket, reverts,
silicone sealant the angle pieces, screws & whatever necessary.
m2 5,471.00 6,346.36
325
76 mm Aluminium shop front partition with (10-15) micron bronze
anodized frames, 1.6mm thick door, with Alumex or equivalent with
necessary extrusions consist of paneling with 4mm thick aluminium
composite panel at top and bottom, 5mm thick clear / float glass panes
at middle with sandblast sticker (as directed) fixed to complete with
rubber, gasket, reverts, silicone sealant the angle pieces, screws &
whatever necessary.
m2 8,268.00 9,590.88
326
Sliding door 80mm wide frame, 1.5mm thick glazed and paneled sash,
(10-15) micron bronze anodized Aluminium with necessary fittings,
lock, etc.
m2 11,361.00 13,178.76

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
327
Door 100mm wide frame, 1.6mm thick, paneled double hung sash,
(10-15) micron bronze anodized aluminium with necessary fittings,
lock, door closer etc.
m2 16,022.00 18,585.52
328
Sliding Window 70mm frame, 1.3mm thick with fully glazed, (10-15)
micron bronze anodized Aluminium with necessary fittings. etc.
m2 9,619.00 11,158.04
329
Door 100mm wide frame, 1.6mm thick, glazed and paneled single hung
sash, (10-15) micron bronze anodized aluminium with necessary
fittings, lock, door closer etc.
m2 16,448.00 19,079.68
330
Roller shutter Door, (10-15) micron bronze anodized Aluminium with
cover box, Locking device, necessary fittings, lock, etc.
m2 12,857.00 14,914.12
331
plywood door with (60-80) micron Powder coated Aluminium frame and
Stainless-steel fittings, lock, Painting etc.
m2 13,335.00 15,468.60
332
Fully Glazed door (1.6mm thick) 100mm wide frame (60-80) micron
powder coated Aluminium and stainless steel fittings, lock, door closer
etc. with necessary fittings, lock, door closer et.
m2 17,848.00 20,703.68
333
Aluminium door frame only 100 mm wide, (60-80) micron Powder
coated with necessaries.
m2 8,681.00 10,069.96
334
marine Plywood door with (60-80) micron Powder coated Aluminium
frame and Stainless steel fittings, lock, Painting etc.
m2 17,068.00 19,798.88
335
70mm Casement window, (60-80) micron Powder coated Aluminium
m2 14,894.00 17,277.04
336
76mm Aluminium shop front partition with (60-80) micron powder
coated aluminium frame, with Alumex or equivalent with necessary
extrusions consist of paneling with 4mm thick aluminium composite
panel at top and bottom, 5mm thick clear / float glass panes at middle
with sandblast sticker (as directed) fixed to complete with rubber,
gasket, reverts, silicone sealant the angle pieces, screws & whatever
necessary.
m2 5,899.00 6,842.84
337
76mm Aluminium shop front partition with (60-80) micron powder
coated aluminium frame, 1.6 mm thick door, with Alumex or equivalent
with necessary extrusions consist of paneling with 4mm thick
aluminium composite panel at top and bottom, 5mm thick clear / float
glass panes at middle with sandblast sticker (as directed) fixed to
complete with rubber, gasket, reverts, silicone sealant the angle
pieces, screws & whatever necessary.
m2 8,506.00 9,866.96
338
Sliding door 80mm wide frame, 1.5mm thick glazed and paneled sash,
(60-80) micron powder coated Aluminium with necessary fittings, lock,
etc. .
m2 12,493.00 14,491.88
339
Door 100mm wide frame, 1.6mm thick glazed paneled double hung
sash, (60-80) micron powder coated Aluminium with necessary fittings,
lock, etc.
m2 17,693.00 20,523.88
340
Sliding Window 70mm frame, 1.3mm thick with fully glazed, (60-80)
micron Powder coated Aluminium with necessary fittings, etc.
m2 10,469.00 12,144.04

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
341
Door 100mm wide frame, 1.6mm thick glazed paneled single hung
sash, (60-80) micron powder coated Aluminium with necessary fittings,
lock, etc..
m2 18,412.00 21,357.92
342
70mm Casement window, (10-15) micron natural anodized Aluminium
m2 13,350.00 15,486.00
343
Aluminium partition (shop front) 76 mm Wide, (10-15) micron natural
anodized aluminium frames, mullion at not greater than 4’-0" crs. and
transom at 7’- 0" high and 5 mm thick Tinted glass of approved tint
fixed to side above 3'-0" & 9mm thick Laminated plywood of double
side of approved pattern and C channel for bottom frame Rate shall
include for rubber, gasket, reverts, silicone sealant the angle pieces,
crews etc. wherever necessary.
m2 5,471.00 6,346.36
344
Aluminium partition (shop front) 76mm Wide with 100mm wide, 1.6mm
thick door, (10-15) micron natural anodized aluminium frame, mullion
at not greater than 4'- 0" centers. And transom at 7’- 0" high and 5 mm
thick Tinted glass of approved tint fixed to side above 3'-0" & 9mm thick
Laminated plywood of double side of approved pattern. And C channel
for bottom frame Rate shall include for rubber, gasket, reverts, silicone
sealant the angle pieces, screws etc. wherever necessary.
m2 8,268.00 9,590.88
345
sliding door 80mm wide frame, 1.5mm thick, 36mm, 38mm wide glazed
and paneled sash, (10-15) micron natural anodized Aluminium with
necessary fittings, lock, etc.
m2 11,361.00 13,178.76
346
Door 100mm wide frame, 1.6mm thick, 42mm, 45mm wide glazed and
paneled double hung sash, (10-15) micron natural anodized Aluminium
with necessary fittings, lock, door closer etc.
m2 16,022.00 18,585.52
347
sliding Window 70mm frame, 1.3mm thick with fully glazed, (10-15)
micron natural anodized Aluminium with necessary fittings, etc.
m2 9,619.00 11,158.04
348
Door 100mm wide frame, 1.6mm thick, 42mm, 45mm wide glazed and
paneled single hung sash, (10-15) micron natural anodized Aluminium.
with necessary fittings, lock, door closer etc.
m2 16,448.00 19,079.68
349
Roller shutter Door, (10-15) micron natural anodized Aluminium with
cover box, Locking device, necessary fittings, lock, etc.
m2 12,857.00 14,914.12

4.17. ELECTRICAL INSTALLATION
Recommended makes of Electrical Accessories,
MCCB - Schneider, ABB, Terasaki, Siemens, Orange(sigma) or equivalent
MCB'S and RCCB's - Schneider, Siemens, Crabtree, Eaton, Hager, Orange (sigma), Moeller, Legrand, F
& G (Austria) or equivalent.
Cable - ACL, Kelani, Sierra or equivalent.
Ceiling Fan - KDK, National - Japanese origins or equivalent.
Exhaust Fan - KDK. National - Japanese origins or equivalent.
Switch and Socket Outlet -Tenby, Clipsal, MK, PDL, Kevilton, Orange or equivalent
Fluorescent Lamp- The choke, Starter and Capacitor should be of good quality. British, French. Australia, German
or equivalent and the tube should be preferably Thorn, Osram, National or equivalent. The fluorescent fittings
should be fabricated. In gauge not smaller than 24 SWG Zinc coated metal, finished with power coating (white in
colour).
Distribution Board- Shall be in surface mount metal enclosure fabricated with zinc coated sheet | metal of gauge
not less than 1.8mm total enclosed, hinged door with protective cover plate for. terminals, finished with powder
coating of approved colour and components as specified in the BOQ.
Energy Saving Bulbs - 4 Star rated
LED Lamps - Bright, Green or equivalent
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
350
4 Pole MCCB type main switch, 40amp with metal enclosure, indicator
bulb, conduit, etc.
nr 16,314.00 18,924.24
351
4 Pole MCCB type main switch, 60amp with metal enclosure, indicator
bulb, conduit, etc.
nr 16,758.00 19,439.28
352
Earth electrode copper rod, 10mm dia, 1200mm long, 2.5mm2, earth
wire, conduit etc.
nr 2,348.00 2,723.68
353 Main switch single phase 30amp England made with conduit etc. nr 1,014.00 1,176.24
354
15amp switched socket outlet with 2.5mm2 wire, 2.5mm2 earth wire,
sunk box, screws, conduit etc.
nr 3,668.00 4,254.88
355
Light point with 1.0mm2 wiring, flexible wire, round plug, ceiling rose,
switch clipsal, sunk box, holder, conduit, screws, clips, pins, etc.
nr 1,664.00 1,930.24
356
Pendant lamp or angle battern lamp with 1.0mm2 wiring, flexible wire,
round plug, ceiling rose, switch clipsal, sunk box, holder, energy saver
bulb with one year warrantee, shade, conduit, screws, clips, pins, etc.
nr 2,514.00 2,916.24
357
Water tight with 1.0mm2 wiring, flexible wire, round plug, ceiling rose,
witch clipsal, sunk box, holder, energy saver bulb with one year
warrantee, shade, conduit, screws, clips, pins, etc.
nr 3,214.00 3,728.24
358
1200x600mm reflector model 2 x 18w fluorescent lamp with 1.0mm2
wiring, flexible wire, switch clipsal, sunk box, holder, conduit, screws,
lips, pins, etc.
nr 3,585.00 4,158.60
359
1200mm fluorescent lamp set with 1.0mm2 wiring, flexible wire, round
plug, ceiling rose, switch clipsal, sunk box, holder, adopter, conduit,
screws, clips, pins, etc.
nr 2,638.00 3,060.08
360
600x600mm reflector model 3 x 18W fluorescent lamp with 1.0mm2
wiring, flexible wire, switch clipsal, sunk box, holder, conduit, screws,
clips, pins, etc.
nr 6,495.00 7,534.20

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
361
Fluorescent lamp set 600mm with 1.0mm2 wiring, flexible wire, switch,
clipsal, sunk box, holder, conduit, screws, clips, pins, etc.
nr 2,386.00 2,767.76
362
Hood lamp set with 1.0mm2 wiring, flexible wire, switch clipsal, sunk
box, older, energy saver bulb, conduit, screws, clips, pins, etc.
nr 2,514.00 2,916.24
363
Wall bracket lamp set with 1.0mm2 wiring, flexible wire, switch clipsal,
sunk box, holder, energy saver bulb, conduit, screws, clips, pins, etc.
nr 2,794.00 3,241.04
364
5amp switched socket outlet with 1.0mm2 wire, 2.5mm2 earth wire,
sunk box, screws, conduit etc.
nr 2,146.00 2,489.36
365
Ceiling fan (KDK or equivalent) 1400mm sweep, 270C.M air delivery,
5 speed regulator with 1.0mm2 wiring, flexible wire, round plug, ceiling
rose, switch clipsal, sunk box, fan hook, conduit, screws, clips, pins,
etc.
nr 8,995.00 10,434.20
366
Ceiling fan (Bajaj or equivalent)) 1400mm sweep, 270C.M air delivery,
5 speed regulator with 1.0mm2 wiring, flexible wire, round plug, ceiling
rose, switch clipsal, sunk box, fan hook, conduit, screws, clips, pins,
etc.
nr 6,995.00 8,114.20
367
Calling bell with 1.0mm2 wiring, round plug, bell bush clipsal, sunk box,
conduit, screws, clips, pins, etc.
nr 2,137.00 2,478.92
368
Distribution board 500 type with conduit, 6amp, 10amp, 16amp, 20amp
circuit breakers, 40amp isolated main switch & 40amp trip switch with
indicator bulb etc.
nr 6,913.00 8,019.08
369
Distribution board 700 type with conduit 6amp, 10amp, 16amp, 20amp
circuit breakers, 40amp isolated main switch & 40amp trip switch with,
indicator bulb etc.
nr 7,713.00 8,947.08
370
Distribution board 900 type with conduit 6amp, 10amp, 16amp, 20amp
circuit breakers, 40amp isolated main switch & 40amp trip switch with
indicator bulb etc.
nr 9,013.00 10,455.08
371
Trip switch single phase 40 amp Crabtree, conduit, boarding, screws
etc.
nr 3,260.00 3,781.60
372 30amp isolator main single phase nr 881.00 1,021.96
373
Service bracket 1500mm long, 50x50x6mm angle iron bend to shape
fix to wall or timber with bolt & nut, conduit, making holes, painting, etc.
nr 2,476.00 2,872.16
374 Supplying and installing 6.0mm2 twin wire with conduit etc. m 267.00 309.72
375
Telephone socket outlet with two pair wire, multi connector, sunk box
crews, conduit etc.
nr 2,315.00 2,685.40
376
TV socket outlet with TV antenna wire, multi connector, sunk box,
screws, conduit etc.
nr 2,315.00 2,685.40
377 Supplying and installing 6.0mm2 earth wire with conduit etc. m 165.00 191.40
378 Supplying and installing 10.0mm2 4 core wire with conduit etc. m 1,846.00 2,141.36
379 Supplying and installing 16.0mm2 4 core wire with conduit etc. m 2,376.00 2,756.16
380 Supplying and installing 10.0mm2 earth wire with conduit etc. m 239.00 277.24
381 Supplying and installing 16.0mm2 earth wire conduit etc. m 304.00 352.64

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
382 Supplying and installing 10.0mm2 4 core cable and 10mm2 earth wire m 2,082.00 2,415.12
383
Supplying and installing 16.0mm2 4 core cable and 16mm2 earth wire
with conduit pipe
m 2,677.00 3,105.32
384 LED light point 1mm2 wire, sunk box, switch, conduit, etc. nr 1,459.00 1,692.44
385 24W LED light fitting with 1mm2, sunk box, switch conduit etc. nr 2,859.00 3,316.44
388
25mm2 (CU /XLPE /SWA / PVC) cable laying with necessary
accessories and materials to working order.
m 3,960.00 4,593.60
389
35mm2 (CU /XLPE /SWA/ PVC) cable laying with necessary
accessories and materials to working order.
m 4,644.00 5,387.04

4.18. MISCELLANEOUS
No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
390
Fence barbed wire pvc coated, 4 points, 3" apart, supplied and fixed in
existing concrete posts with G.I staples.
m 35.00 40.60
391
Fence barbed wire, 14 gauge, 4 points, 3" apart, supplied and fixed in
existing concrete posts with G.I staples.
m 30.00 34.80
392
Intermediate fence posts or struts, cement conc. 1:1½ :3(3/4") |
reinforced with 4 Nos. ¼ dia. M.S.rods 5’-7" high square 'section 4" to
6" fixed complete
post 1,519.00 1,762.04
393 -do- -do- 7'-6" high -do-. post 1,707.00 1,980.12
394
End post and strut for Type barbed wire fence fixed complete in
cement
post 8,611.00 9,988.76
395 Straining Bolts ½ " dia made and fixed 18" long (Approx.) nr 914.00 1,060.24
396
Fence barbed wirepvc coated, 7 strands, 12 1/2 B.W.G with 4 points
at 3" centers, and R.C.C posts (1:1 ½ :3) 3/4" metal reinforced with 4
Nos. ¼ rods with 14 B.W.G stirrups at 8" crs. Post to be fixed at 8’-0"
crs. Including excavation, cement conc. foundation 1:3:6(1") metal to
corner posts & struts & straining bolts, all as per type plan 68 of
22.07.1936 struts to be reinforced with 4Nos. 3/8" rods & corner posts
with 4 Nos. 1/2" rods. Rate to include for additional post and struts for
more than 100’-0" and 2 coats of white washing to all concrete post
m 1,426.00 1,654.16
397
Fence barbed wire G.l, 7 strands 12 1/2 B.W.G with 4 points at 3"
centers & R.C.C posts (1:1 ½ :3) 3/4" metal reinforced with 4 Nos. ¼ "
rods with 14 B.W.G stirrups at 8" crs. Post to be fixed at 8'-0" crs.
Including excavation, cement conc. foundation 1:3:6(1") metal to
corner posts & struts & straining bolts, all as per type plan 68 of
22.07.1936 struts to be reinforced with 4Nos. 3/8" rods & corner posts
with 4 Nos. 1/2" rods. Rate to include for additional post and struts for
more than 100'-0" and 2 coats of white washing to all concrete post.
m 1,392.00 1,614.72
398
100mm high porcelain tiles skirting to walls 1:3 cement sand bed and
tile mortar grout.
m 307.00 356.12
399
Supplying and fixing 100mm x 50mm x 20mm thick G.I "C" purlin fixed
to wall at not exceeding 900mm centers and joints should be bolted
with 2 Nos 12mm dia bolts and nuts other site welding with cleats
minimum length 450mm
m 674.00 781.84
400
Supplying and fixing 150mm x 50mm x 20mm thick G.I "C" purlin fixed
to wall at not exceeding 900mm centers and joints should be bolted
with 2 Nos 12mm dia bolts and nuts other site welding with cleats
minimum length 450mm
m 836.00 969.76
401 Supplying and laying 1000 gauge polythene on compacted earth area m2 74.00 85.84
402
Supplying and laying 80mm thick uni type natural cement colour inter
lock paving blocks having compressive strength of 40N/mm2 laid on
plain improved sub surface. Rate inclusive for quarry dust bedding.
m2 2,559.00 2,968.44
403
Prepare and apply a coat of skim coat for internal walls including finish
smooth as directed.
m2 147.00 170.52

No Description Unit
Basic
Rate (Rs)
OH & P
(Rs)
404
Spreading with 25mm granite metal ramp including excavation, 75mm
thick base concrete in 1:3:6(25mm), curb wall concrete in 1:2:4(20mm)
with 10mm dia tor steel at 300mm centers in vertical, horizontally
225mnm spacing with 6mm dia mild steel, necessary formwork, earth
filing depth not exceeding 350mm, plastering, etc.
m2 3,290.00 3,816.40
405
Supplying and fixing, seal core wood composite door with frame fixed
with fittings and necessary locking arrangements.
m2 6,722.00 7,797.52
406
Supplying and applying 2 coats of MASTERSEAL 540 water proofing
system strictly according to Manufacturer's Specifications. Reinforced
all vertical / horizontal intersections with GLAScoat 60 in a strip 200mm
wide, cure the application for 2 days and check for water tightness.
Rate including cement sand rendering/ plastering 1:3 in two times.
m2 2,271.00 2,634.36
407
Supplying and installing Super Flex suspended ceiling system. The
frame members for suspended ceiling are in a standard kit (approved
type). Main runners (38mm) are fixed at 1220 centers, securely
suspended using 4mm dia adjustable Gl hanging rod with spring clips
to the structural soffit or roof structure, using an appropriate
suspension at 1220mm centers, Cross Tees (27mm) of 1220mm
length to be fixed between the main runners at 610mm centers and
another cross tees (27mm) fixed at mid span between 610mm to form
a grid structure of 610mm x 610mm in size. Wall angles (24mm) are
fixed at wall edges.
m2 1,814.00 2,104.24
408
Supplying and fixing imported floor hinges (new star, Japanese origins)
of approved quality including chipping of existing floors and making.
good after completion
nr 14,383.00 16,684.28
409
Supplying and fixing Electric Pump with motor [Jinasena Centric]
1/2"x1 1/4" single phase model No. M 140/1, [or equivalent to
approved] on cement concrete bed 2’-0”x1’-6"x0’-6" in 1:2:4[20mm]
mix with 04 Nos 3/8"x6" rag bolt & nuts, rendered in cement mortar 1:2
including foot valve, starter switch & floater switch. All complete to
working order with necessary connecting accessories.
nr 47,377.00 54,957.32

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