Bill of Quantities

No. descripitions
10 Earth work and foundation plan
Site clearance and setting out foundation plan
Earth worth excavation of foundation tranches
1.2x1.2x1.4m excavation of footings
5cm thick lean concrete for bedding column footing
1.2x1.2x0.4m column footings mix 1-2-4
0.35 x 1.4 x 2 m RC column neck m ratio 124 13
0.4 m thick foundation masonry stone walls in c/s mortar mix 15
0.2m thick RC foundation tie beams 124
Backfill with selected material around trip foundation and column footing 40cm thick
0.6m high backfill with selected material around plinth
2.0 Floor
top 10 m of the back fill with well compacted by using compactor
5m thick RC floor slab mix 1:3:5
3.0 Walls, Columns & lintels
20cm thick masonry cement block walls c/s mortar 14
35 x 40cm RC columns mix 1-2.4
20cm thick RC lintel above doors and windows mix 1:24
4.0 beam and slab
25cm thick RC beam mix 1:25
15cm thick RC stab mix 1.2.4
5.0 Doors B Windows
Decorated Doors 2x210m
Decorated doors 0.9 x 2.10m
window alum 2*2.1m
Decorated of wall & windows finishing
6.0 Plastering
20mm thick c/s plaster to all wall faces 1.5
7.0 Electricity
Electric installation, including all wiring, conduits fittings etc.
9.0 Tiles
Ceramic floor tiles c/s mortar 14 (60 x 60cm)
10.0 Painting
Two coats of white wash to all faces and overhead ceiling
Ditto emulsion paint
Stucco emulsion paint
11.0 Staircase
Staircase construction with RC treads, risers and landing including balustrades with stainless steel
Room of staircase construction
 10.0 Water proof layer
C/S mortar as water proof layer on floor slab
subtotal (A)

Bill of Quantities (800) cafterial + ki

No. descripitions
Foundation works
Site clearance and preparation of Generator Room.
Excavation: of foundation Room depth 500mm@400mm width plus the excavation of pipe trenches

Foundation Blinding: Lay 50mm thick lean concrete 1:4:8/3bags of cem/0.4cum of river sand /0.8cum of
above excavated foundation trenches’

Stone Wall: construct rubble masonry stone sealed with cement mortar mix 1:4 above the blinding

Ring Beam: cast in placem R.C.C plinth beam Mix 1:2:4/6bags cem/1cum of concrete Reinforced with 4Y
+R8@200MM C/C
Backfilling: supply and fill 400mm (imported or excavated selected material over the ground floor comp
PER Specification

Crashed Stones: supply and fill 200mm thick Crashed Moaram over the selected material, level with ham

Flooring concrete slab lay 100mm thick plain concrete over the crashed stones mix1:4:8 6 bags of Oman
Portland cement/1cam of concrete for the rooms and verandah

Subtotal of Foundation Works

WALLING
Walling: construct 200mm thick concrete hollow blocks sealed with
cement mortar mix 1:4 (less door)

Lintel Beam f! Final Beam: cast in place mR.C.C plinth beam Mix1:2:4 I
Reinforced with 4Yl2 +R81m200MMC/C
Plastering; apply 20mm thick plastering to both faces of the wall
White washing: apply No2 coats of white washing to both faces of the
wall
Emulsion Paint: apply N02 coats of emulsion paint to the external face of
the wall (color and type to be approved by the Engineer)
Sub total of Walling =
DOOR & WINDOW

DOORI:Purpose-made steel casement single door (1.5m x 2.4m) made of PCS

15mm thick steel plate welded to the frame. 38x38x3mm thick steel
angles for door main frame. 20x20xf.5mm RHS welded to steel plate by
3.1 200mm long fillet welds at 200mm. hedges and 8mm diameter steel 2
bars embedded in the wall with mortar and welded onto the door frame
for anchoring the door complete with all the necessary ironmongery
overall size 1000 x 2100mm hiQ
 Windows: Purpose-made steel casement window (1.5MxI.5M)made of PCS
15mmthick steel plate welded to the frame. 38x38x3mm thick steel
angles for window main frame. 20x20xl.5mm RHSwelded to steel plate
3.2 by 200mm long fillet welds at 200mm. hedges and 8mm diameter steel 3
bars embedded in the wall with mortar and welded onto the window
frame for anchoring the window complete with all the necessary
ironmongery overall size 850 x 1l00mm high
Sub-Total of TOTALODORHWindows
ROOFINGS

Gauge 28 Prepainted corrugated iron sheets "Galsheet" or equal and

approved including all nails and fixing. Rooms .with complete
woodwork. as shown in the drawing

Fix!!1[JFacia Boards :200mm x 25mm F:!scia Ibarge beard

ig and construct 4 x 3 x 4m septic tank with sewag
fence eanstruetlen building
are of resting
Sub-Total of Roofing
Total of CafBteria -kltchen (B)

sub-total(A+B)

Supervision Charge 5%
Tax 11.75%
Grand TotaL
 uantities
Qty Rate Amount USD

1.000 300 $ 300.00

88.000 35 $ 3,080.00
90.720 45 $ 4,082.40
3.240 300 $ 972.00
25.920 120 $ 3,110.40
11.340 134 $ 1,519.56
440.000 12 $ 5,280.00
35.200 300 $ 10,560.00
m thick 77.760 35 $ 2,721.60
731.430 5 $ 3,657.15

125.955 35 $ 4,408.43
62.978 300 $ 18,893.25

600.000 20 $ 12,000.00
18.900 300 $ 5,670.00
7.200 250 $ 1,800.00

45.000 300 $ 13,500.00

182.483 45 $ 8,211.71

2.000 290 $ 580.00

3.000 290 $ 870.00
18.000 290 $ 5,220.00
1.000 210 $ 210.00

1,200.000 5 $ 6,000.00

1.000 7500 $ 7,500.00

1,259.550 10 $ 12,595.50

1,200.000 5 $ 6,000.00
1,200.000 4 $ 4,800.00
1,200.000 7 $ 8,400.00

with stainless steel 1.000 400 $ 400.00

1.000 450 $ 450.00
 $ -
1,259.550 3 $ 3,778.65
$ 156,570.65

(800) cafterial + ki

Qty Rate Amount USD

1.000 407 $ 407.00

tion of pipe trenches
12.000 300 $ 3,600.00
of river sand /0.8cum of gravel
1.200 567 $ 680.40

4 above the blinding

24.000 155 $ 3,720.00
crete Reinforced with 4Y12
4.800 400 $ 1,920.00
er the ground floor compact AS
125.000 55 $ 6,875.00

d material, level with hammer

125.000 120 $ 15,000.00
mix1:4:8 6 bags of Oman ordinary
verandah
125.000 100 $ 12,500.00
$ 44,702.40

sealed with
180.000 40 $ 7,200.00

m Mix1:2:4 I
4.800 350 $ 1,680.00
f the wall 360.000 8 $ 2,880.00
faces of the
360.000 6 $ 2,160.00
xternal face of
neer)
360.000 9 $ 3,240.00
$ 17,160.00

m) made of PCS
m thick steel
steel plate by
ameter steel 2
he door frame
onmongery
2.000 900 $ 1,800.00
M)made of PCS
m thick steel
to steel plate
diameter steel 3
the window
necessary
3.000 400 $ 1,200.00
$ 3,000.00

or equal and
omplete

124.000 10 $ 1,240.00
beard 28.800 100 $ 2,880.00
ag 1.000 1000 $ 1,000.00
1.000 500 $ 500.00
1.000 331.8 $ 331.80
$ 5,951.80
$ 70,814.20

$ 227,384.85

5% $ 11,369.24
11.75% $ 1,335.89
$ 240,089.98
$ 240,090.00

$ (0.02)