Boq Fo All
Boq Fo All
Boq Fo All
2
1.01 Clear and remove top soil to an average depth of 20 m 41.33 18.00 743.94
cm.
0.00
3
1.07 Trench excavation in ordinary soil to a depth not m 54.21 150.00 8131.50
exceeding 150 cm from reduced ground level.
0.00
3
1.08 Back fill around foundation with brought material m 32.10 450.00 14445.00
from quarry waste and compact in layers not
exceeding 20 cm thick.
0.00
3
1.10 Fill under hardcore with brought material from quarry m 18.53 397.00 7356.41
waste and compact with layers not exceeding 20 cm
thick.
0.00
1.11 Load and cart away excavated material to a suitable tip m3 45.04 200.00 9008.00
at a minimum distance not more than 2 km from the
site.
1.12 25 cm thick basaltic stone hardcore well rolled, m2 41.33 200.00 8266.00
consolidated and blinded with crushed stone .
0.00
Total carried to Summary 47950.85
2. CONCRETE WORK
0.00
2.02 Reinforced concrete quality C-25,360 kg of cement/m3 0.00
filled in to form work and vibrated around rod
reinforcement (formwork and reinforcement measured
separately)
0.00
3
c) In grade beams m 2.30 3500.00 8050.00
0.00
2
d) In 10 cm thick ground floor slab m 60.25 3500.00 210889.00
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OR BUILDING
0.00
2.04 Mild steel reinforcement according to structural 0.00
drawings. Price includes cutting, bending, placing in
position and tying wire.
0.00
A) Dia 8 mm deformed bar kg 108.63 50.00 5431.50
0.00
B) Dia 12 mm deformed bar kg 180.25 46.00 8291.50
0.00
Total carried to Summary 263362.80
3. MASONERY WORK
0.00
Total carried to Summary 107440.00
0.00
3
a) In elevation columns m 1.44 3500.00 5040.00
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OR BUILDING
0.00
1.02 Provide, cut and fix in position sawn zigba wood 0.00
formwork:
0.00
2
a) To elevation columns m 28.80 200.00 5760.00
0.00
2
in top tie beam m 25.10 180.00 4518.00
0.00
2
first floor slab m 5.02 160.00 803.20
0.00
1.03 Mild steel reinforcement according to structural 0.00
drawings. Price includes cutting, bending, placing in
position and tying wire.
0.00
A ) Dia 8 mm deformed bar kg 108.63 50.00 5431.50
0.00
B) Dia 12 mm deformed bar kg 180.25 47.00 8471.75
0.00
Total carried to Summary 49404.45
2. BLOCK WORK
2.01 200mm thick HCB class B wall both sides left for M2 98.98 500.00 49490.00
plastering; bedded in cement mortar (1:3). Price shall
include mortar bed. (brick work)
0.00
2
2.02 Ditto but 2.01 but 150mm HCB. M 12.07 450.00 5431.50
0.00
TOTAL CARRIED TO SUMMARY ................................................... 54921.50
3. ROOFING
3.01 Supply and fix G-28 corrugated iron sheet fixed to m² 100.00 500.00 50000.00
wooden trusses., price shall include ridge cap,Woode
truss . (Purlins measured separately and roof
measured in horizontal projection)
0.00
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OR BUILDING
0.00
3.04 G-28 0.4mm thick flat metal sheet gutter development ml 10.58 400.00 4232.00
length 33cm welded at joints. Provide 2% slope
0.00
3.05 Supply and fix down pipe100mm.with metal strainers. ml 16.00 350.00 5600.00
0.00
TOTAL CARRIED TO SUMMARY ................................................... 69060.00
4.01 Supply and fix 40mm. thick flush wood door with hard
wood frames and both sides covered with best quality
4mm. Thick Weira ply wood. Price includes approved
quality lock, hinges, three coats of varnish paint, door
stopper and all necessary accessories
0.00
c ) Door size:1200x2100 mm. No 0.00 5000.00 0.00
0.00
supply and fix built cupboards in best quality no 0.00 0.00
polywood with red wood framing flish drawers &
internal shelving & approved type lodoors necessary
iron mongery price includes 3 coats of varnish
0.00
supply and fix kitche cabiet with shelvish and drwer no 0.00
consisting of a soild 25mm thick timber stiructre and
coverd with 4mm thick veneered white formica &
including nececssary iron mongery
0.00
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OR BUILDING
0.00
supply and fix 8mm thick chipwood ceiling and m² 98.20 800.00 78560.00
including 4*5cm structural batten c/c 600mm both
ways suspended to truss member. Price includes
40*40mm decorated corner including with all the
necessary accessaries.
0.00
TOTAL CARRIED TO SUMMARY ................................................... 78560.00
0.00
5. METAL WORK 0.00
0.00
5.01 Anodized Aluminum door and window frames
shall be tightly secured and fixed with proper
screw, and fishers accordingly the drawing. Price
includes the necessary Iron mongery, approved
quality cylindrical lock, hinges, 6mm glazing,
weather gaskets, glazing beads and approved
quality structural silicon if necessary.
Doors
a) Size 900x210cm No 4.00 8000.00 32000.00
0.00
WINDOWS 0.00
Size 1100x1500mm No 4.00 4000.00 16000.00
6. FINISHING
6.01 Apply three coats of plastering in cement mortar (1:3) m² 142.10 250.00 35525.00
and Final coat of smooth finishing to internal and
external wall .
220.00 0.00
5cm thick cement screed m² 80.12 220.00 17626.40
220.00 0.00
ceramic floor and wall tiels well bededd cement m² 10.12 800.00 8096.00
:
mortar(1 3)
0.00
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window sill
0.00
total 63647.40
glazing works
0.00
6.03 supply and fix 4mm thick ordinary glass for metal m² 6.21 300.00 1863.00
windows, doors & wooden door
0.00
6.04 ditto but frosted glass m² 4.28 450.00 1926.00
0.00
Total Carried to Summary …………… 3789.00
7. PAINTING
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OR BUILDING
0.00
2.00 LIGHT FITTING (LUMINARIES) 0.00
2.10 ligth points in thermoplastic pvc conduite of 16mm
0.00
0.00
7.00 TELEPHONE POINTS 0.00
7.10 supply and install flush mounted telephone outlet point
feed through telephone cable of 4*.5mm2 In termoplastice
conduite of diameter 13mm in/under surface including
junction box with cover and insulating screw cap
connectore
NO. 4.00 490.00 1960.00
0.00
7.20 supply and install dish wire with all necessary fitings NO. 2.00 5000.00 10000.00
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