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Reinforcements Cage Bars Pile Description Width Length Length Quantity Concrete (M) Total Length (M)

The document provides specifications for concrete piles including dimensions, reinforcement details, and quantities. It includes two pile descriptions for 0.40x0.40x12 and 0.40x0.40x15 piles with rebar diameters, lengths, and quantities. It also specifies cage bars, anchor bars, pitch, dowels, and high tensile steel details along with total lengths for each. Concrete volumes and rebar quantities are given. Additional sections provide specifications for a 400x400x12.5 pile including cage bars, cage ties, spiral ties, high tensile steel, and quantities per pile and total for wire and release agent.

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Jan Felix Donsal
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202 views15 pages

Reinforcements Cage Bars Pile Description Width Length Length Quantity Concrete (M) Total Length (M)

The document provides specifications for concrete piles including dimensions, reinforcement details, and quantities. It includes two pile descriptions for 0.40x0.40x12 and 0.40x0.40x15 piles with rebar diameters, lengths, and quantities. It also specifies cage bars, anchor bars, pitch, dowels, and high tensile steel details along with total lengths for each. Concrete volumes and rebar quantities are given. Additional sections provide specifications for a 400x400x12.5 pile including cage bars, cage ties, spiral ties, high tensile steel, and quantities per pile and total for wire and release agent.

Uploaded by

Jan Felix Donsal
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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Cage Bars

Concrete Total
PILE DESCRIPTION Width Length Volume ᴓ Length Quantity Length
(m3) (mm) (m)

.40 x .40 x 12 0.40 12.00 1.90 10 1.30 166.00 215.80


.40 x .40 x 18 0.4 18.00 2.864 10 1.30 166.00 215.80
REINFORCEMENTS
ge Bars Anchor Bars Pitch

Total Pitch
Per KG/m Kg/Pc ᴓ Length Quantity Length ᴓ Quantity Distance Length 1 Quantity
(mm) (m) (mm) 1 (25mm)

0.617 133.15 25 2.40 4.00 9.60 8 6 25.00 55.56 10.00


0.617 133.15 0
TS
Pitch Dowels

Pitch Pitch Total


Distance Length 2 Quantity Distance Length @ Quantity Length ᴓ Length Quantity
Rest (mm)
2 @ REST (m)

0.08 1.67 32.00 0.15 1.70 -1603.00 -2108.73 20 0.85 2.00


owels HTS

Total Total
Length ᴓ Length Quantity Length
(m) (mm) (m)

1.70 12.7 11.80 6.00 70.80


Cage Bars Anchor
Concrete
PILE DESCRIPTION Width Length Volume ᴓ Length Quantity
Total
Length ᴓ
(m3) (mm) (m) (mm)
400x400x15 0.40 15.00 2.38 10 1.30 44.00 57.20 25
REINFORCEMENTS
Anchor Bars Pitch

Length Quantity
Total
Length ᴓ Pitch Pitch
Distance Length 1 Quantity Distance Length 2 Quantity
(m) (mm) 1 2
3.00 4.00 12.00 10 0.03 1.66 10.00 0.08 1.67 32.00
Dowels HTS
Pitch
Distance Length @ Quantity Total
Length ᴓ Length Quantity
Total
Length ᴓ Length Quantity
Rest (mm) (mm)
@ REST (m) (m)
0.15 1.70 82.00 209.12 20 0.85 2.00 1.70 12.7 14.80 6.00
HTS
Total
Length
(m)
88.80
Description MATERIAL QUANTITY UNIT
.40 x .40 x 12
Cage Bars RSB 10mm x 6m 36 pc
Anchor Bars RSB 25mm x 12m Gr. 415 1 pc
Pitch RSB 10mm x 6m -351.5 pc
Dowels RSB 20mm x 6m 0.3 pc
HTS 12.7mm dia 94.7 m Length
Concrete 1.90 cu. m
Tie Wires kg
40x40x15 Dowel 3720 Pcs
Description Dia Length Pcs Total Length Splicing Rebar

Main bar 20 16 12 192 1-12m & 1-4m 16 20ø x 12m


Main ties 12 1.5 114 171 14.25 12ø x 12m
Supporting ties 12 0.6 456 273.6 22.8 12ø x 12m
Dowel 36 3 4 12 1 36ø x 12m

Description Qty Unit T. Qty Unit


Concrete 2.40 m3 8,928.00 m3
Rebar - -
20ø x 12m Gr. 60 16 Pcs 59,520.00 Pcs
12ø x 12m Gr. 60 37.05 Pcs 137,826.00 Pcs
36ø x 12m Gr. 60 1 Pc 3,720.00 Pc
Gi Wire 13.5 kg 50,220.00 kg

40x40x15 Pocket 3720 Pcs


Description Dia Length Pcs Total Length Splicing Rebar

Main bar 20 16 12 192 1-12m & 1-4m 16 20ø x 12m


Main ties 12 1.5 114 171 14.25 12ø x 12m
Supporting ties 12 0.6 456 273.6 22.8 12ø x 12m

Description Qty Unit T. Qty Unit


Concrete 2.40 m3 8,928.00 m3
Rebar -
20ø x 12m Gr.60 16 Pcs 59,520.00 Pcs
12ø x 12m Gr. 60 37.05 Pcs 137,826.00 Pcs
Gi Wire 13.2 kg 48,932.31 kg
Gi Pipe Gr. 40 -
50ø x 3m 2.0 Pcs 7,440.00 Pcs
400x400x12.5 Dowel 1500 Pcs
Effective
Description Length Length of Pc/Bed Total Bed
Pile
Bay -1 121 13.115 9 167 118.035 2.965

Cage bar ø Length Quantity Total Length Kg/m kg/per Pile T.kg

Cage Bar 25 0.61 8 4.88 3.856 18.81728 28,225.92


Dowel Bar 28 1.2 4 4.8 4.837 23.2176 34,826.40

Cage Ties ø C Length Quantity Total Length Kg/m kg/per Pile

Pitch 1 (25mm) 10 1.810 0.350 14 25.34 0.617 15.635


Pitch 2 (75mm) 10 1.810 0.750 12 21.72 0.617 13.401
TOTAL 10 1.810 1.100 26.000 47.060 0.617 29.036

Spiral Ties-MS COIL ø C Length Quantity Total Length Kg/m kg/per Pile
Pitch 1 (25mm) 6 0.942 0.250 10 9.42 0.222 2.091
Pitch 2 (75mm) 6 0.942 2.100 28 26.376 0.222 5.855
Pitch 3 (150mm) 6 0.942 10.150 69 64.998 0.222 14.430
TOTAL 12.500 107.000 100.794 0.222 22.376

HTS ø Length Quantity Total Length Kg/m kg/bay


Bay -1 12.7 126 6 756 0.875 661.5

Per Pile Total


Description
Qty Unit Qty Unit
Gi Wire 1.91 kg 2,865.00 kg
Release Agent 1.11 lit 1,670.00 lit

400x400x12.5 Pocket 1500 Pcs


Effective
Description Length Length of Pc/Bed Total Bed
Pile
Bay -2 102 12.5 8 188 100

Cage bar ø Length Quantity Total Length Kg/m kg/per Pile T.kg

Cage Bar 25 0.61 8 4.88 3.856 18.81728 28,225.92

Cage Ties ø C Length Quantity Total Length Kg/m kg/per Pile

Pitch 1 (25mm) 10 1.810 0.350 14 25.34 0.617 15.635


Pitch 2 (75mm) 10 1.810 0.750 12 21.72 0.617 13.401
TOTAL 10 1.810 26.000 47.060 0.617 29.036

Spiral Ties-MS COIL ø C Length Quantity Total Length Kg/m kg/per Pile
Pitch 1 (25mm) 6 1.150 0.250 10 11.5 0.222 2.553
Pitch 2 (75mm) 6 1.150 2.100 28 32.2 0.222 7.148
Pitch 3 (150mm) 6 1.150 10.150 69 79.35 0.222 17.616
TOTAL 12.500 107.000 123.050 0.222 27.317

HTS ø Length Quantity Total Length Kg/m kg/bay


Bay -2 12.7 126 6 756 0.875 661.5

Per Pile Total


Description
Qty Unit Qty Unit
Gi Wire 1.82 kg 2,730.00 kg
Release Agent 1.25 lit 1,880.00 lit
Angle bar 50x50x6.0mx8mm 0.26 Pcs 390.00 Pcs
Gi Pipe 40 ø x 3m 1.00 Pcs 1,500.00 Pcs
No. of bars - 12m No. of bars - 12m
long/Per Pile long
0.4211 631.60
0.4 600.00

No. of bars - 12m


T.kg long
23,452.17
20,101.86
43,554.03 6,500.00

T.kg
3,136.86
8,783.21
21,644.33
33,564.40

T.kg
110,470.50

No. of bars - 12m No. of bars - 12m


long/Per Pile long
0.4211 631.60

No. of bars - 12m


T.kg long
23,452.17
20,101.86
43,554.03 6,500.00

T.kg
3,829.50
10,722.60
26,423.55
40,975.65

T.kg
124,362.00
40x40x15 Dowel 124 Pcs
Description Dia Length Pcs Total Length Splicing Rebar

Main bar 20 16 12 192 1-12m & 1-4m 16 20ø x 12m


Main ties 12 1.5 114 171 14.25 12ø x 12m
Supporting ties 12 0.6 456 273.6 22.8 12ø x 12m
Dowel 36 3 4 12 1 36ø x 12m

Description Qty Unit T. Qty Unit


Concrete 2.40 m3 297.60 m3
Rebar - -
20ø x 12m Gr. 60 16 Pcs 1,984.00 Pcs
12ø x 12m Gr. 60 37.05 Pcs 4,594.20 Pcs
36ø x 12m Gr. 60 1 Pc 124.00 Pc
Gi Wire 13.5 kg 1,674.00 kg

40x40x15 Pocket 124 Pcs


Description Dia Length Pcs Total Length Splicing Rebar

Main bar 20 16 12 192 1-12m & 1-4m 16 20ø x 12m


Main ties 12 1.5 114 171 14.25 12ø x 12m
Supporting ties 12 0.6 456 273.6 22.8 12ø x 12m

Description Qty Unit T. Qty Unit


Concrete 2.40 m3 297.60 m3
Rebar -
20ø x 12m Gr.60 16 Pcs 1,984.00 Pcs
12ø x 12m Gr. 60 37.05 Pcs 4,594.20 Pcs
Gi Wire 13.2 kg 1,631.08 kg
Gi Pipe Gr. 40 -
50ø x 3m 2.0 Pcs 248.00 Pcs

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