Concrete Steel Qty
Concrete Steel Qty
Ø Qty Length Tot. Length Shift Time/shift Prop. Rigs Piles/day Drill/day Duration Duration
% Eff.
mm nos. m m nos hrs nos. nos. m days Working days month
1200 190 18 3420 2 20 2 12 216 15.833 80% 26 0.761
Site Office 0.761 nos 1 5,000.00 3,806.09 0.761 nos 1 5,000.00 3,806.09
Food (staff) 0.761 nos 6 1,300.00 5,937.50 0.761 nos 6 1,300.00 5,937.50
Food (labour) 0.761 nos 30 780.00 17,812.50 0.761 nos 30 780.00 17,812.50
Labor Accomodation 0.761 rooms 8 3,000.00 18,269.23 0.761 rooms 8 3,000.00 18,269.23
Labor Transpo 0.761 nos 1 6,500.00 4,947.92 0.761 nos 1 6,500.00 4,947.92
Certificates 0.761 nos 1 1,000.00 761.22 0.761 nos 1 1,000.00 761.22
Safety requirements 0.761 nos 1 1,000.00 761.22 0.761 nos 1 1,000.00 761.22
AD registration for e 0.761 nos 20,000.00 - 0.761 nos 20,000.00 -
Lowbed 0.761 trips 10 - 0.761 nos 2 2,500.00 5,000.00
Demob
Mob/
Cost per meter AED 1,211.47 Cost per meter AED 255.40
Quotation cost/m AED 1,650.00 Quotation cost/m AED 320.00
Quotation Amount AED 5,643,000.00 Quotation Amount AED 1,094,400.00
Profit 26.58% Profit 20.2%
Materials / Type Qty Current Price
Suppliers Supplier 1 Supplier 2
Concrete C40 4544.94m³
Steel Ø16mm 147 tons
Ø40mm 581 tons
Pile Spacer Ø80mm 4560 nos.
Binding Wire 16 gauge 9.45 tons
t Price
Supplier 3
600 ø
= 600 mm 66 PILES Qty Bar Wt. Factor
Main bar : 10 T 20 dia
Spiral : T 10 @100 mm c/c 8
Pile length : 12.00 m development bar .00 m 10
Main bar consider L = 12.00 m overlap .00 m 12
no. of overlap 1 16
W = 2.47kg/m x 12 m x 10 nos. x 66 piles 20
22
W= 19.562 tons 20.54052 25
32
Spiral (T10@100 mm c/c) 40
= 168.00 m
= 7.00 m
20
16
10
Bar Wt. Factor CAPPING BEAM 1 (500mm x 600mm)
wt/m no. Fac.
0.395 210 1.00 P : 77.00 m
0.617 135 1.00
0.888 92 1.02 Concrete Cover : 50 mm
1.58 52 1.01
2.47 33 1.02 Stirrup length : 1.0 m
2.98 27 1.04
3.85 21 1.03 Main Bar length : 12 m
6.31 13 1.02
9.86 8 1.06 Main Bar : 6 T 16 mm
Length of MB : 462 m
1.03
1.77
20.54052 47243.2
0.778071 1789.563
8.1703603 18791.83
67,824.59
Bar Wt. Factor
dia wt/m no. Fac.
8 0.395 210 1.00
10 0.617 135 1.00
12 0.888 92 1.02
16 1.58 52 1.01
20 2.47 33 1.02
22 2.98 27 1.04
25 3.85 21 1.03
32 6 13 1.02
40 9.86 8 1.06
L W
Capping Beam Dimension 500 600
stirrup 400 500
0.473902
Pile Dia 800 mm
Main Bar
1st cage 18 T 25 mm
2nd Cage 9 T 25 mm
3rd cage 9 T 25 mm
Stirrups
1st cage T18 @100 mm c/c
Total Length
31 m
800