CBQ 30a
CBQ 30a
CBQ 30a
(CBQ v3.0.42018N)
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MCPI-REBAR CBQrev3.0.42018N
CBQ #: 30A
SUBJECT: MAINBARS FOR MONOWALL (37 FLOOR - 42ND FLOOR TC1 BLOCK-OUT)
COMMERCIAL
MEMBER/ BEND BEND BEND BEND TOTAL WT (CUT TOTAL WT (COMM.
GRID LINE FLR. LEVEL BAR DESC BAR Ø CUT LEN #PCS SETS TOTAL PCS WT / LM
STRUCTURE END1 LEN1 END2 LEN2 PCS/B QTY LEN LENGTH) CUT)
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TOWER 42ND MONOWALL MAINBAR 12 3.15 326 1 326 4 81.5 13.50 0.888 911.89 977.02
MAINBAR 12 0.3 390 1 390 30 13.0 9.00 0.888 103.90 103.90
COMMERCIAL 12 12 70 1 70 1 70.0 12.00 0.888 745.92 745.92
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TOTALS : 1,761.70 kg 1,826.84 kg
WASTE: 3.9%
SUMMARY:
COMMERCIAL LENGTHS Note: 1. Commercial length adjustment is cm.
BAR Ø 9 10.5 12 13.5 15 UNIT WT. TOTAL WEIGHT 2. If in case cut length can be acquired from multiple
10 mm 0 0 0 0 0 0.616 - lengths such as 9.0m, 10.5m, 12.0m, 13.5m, & 15.0m,
12 mm 13 0 70 82 0 0.888 1,832.83 prefered commercial length is m.
16 mm 0 0 0 0 0 1.578 -
20 mm 0 0 0 0 0 2.466 -
25 mm 0 0 0 0 0 3.853 -
28 mm 0 0 0 0 0 4.834 -
32 mm 0 0 0 0 0 6.313 -
36 mm 0 0 0 0 0 7.990 -
TOTAL 1,832.83
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Cayetano Avenue, C5 Tipas,
Road, Brgy. Extension, Diversion 888
628-8228 )02Palingon,
( Taguig City
BUDGET CODE WORK ITEM QTY. UNIT LABOR UNIT COST TOTAL COST
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REBAR WORKS -
INSTALLATION OF GRADE 60 REBARS -
Elevator and Shear Wall Main Bar 71,595.80 kgs 2.21 158,226.72
INSTALLATION OF GRADE 40 REBARS -
Elevator and Shear Wall Ties 28,999.92 kgs 2.21 64,089.82
REBAR HAULING AT JOBSITE -
Hauling 100,595.72 kgs 0.11 11,065.53
GRAND TOTAL 233,382.07
JOB SITE PCD Management
Prepared by: Checked by: Checked by: Validated by: Approved by:
CBQ #:
SUBJECT:
SUMMARY:
COMMERCIAL LENGTHS Note: 1. Commercial length adjustment is cm.
BAR Ø 9 10.5 12 13.5 15 UNIT WT. TOTAL WEIGHT 2. If in case cut length can be acquired from multiple
10 mm 0 0 0 0 0 0.616 - lengths such as 9.0m, 10.5m, 12.0m, 13.5m, & 15.0m,
12 mm 0 0 0 0 0 0.888 - prefered commercial length is m.
16 mm 0 0 0 0 0 1.578 -
20 mm 0 0 0 0 0 2.466 -
25 mm 0 0 0 0 0 3.853 -
28 mm 0 0 0 0 0 4.834 -
32 mm 0 0 0 0 0 6.313 -
36 mm 0 0 0 0 0 7.990 -
TOTAL 0.00 kg
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MCPI-REBAR CBQrev3.0.42018N
CBQ #:
SUBJECT:
COMMERCIAL
MEMBER/ BEND BEND BEND BEND TOTAL WT (CUT TOTAL WT (COMM.
GRID LINE FLR. LEVEL BAR DESC BAR Ø CUT LEN #PCS SETS TOTAL PCS WT / LM
STRUCTURE END1 LEN1 END2 LEN2 PCS/B QTY LEN LENGTH) CUT)
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TOTALS : 0.00 kg 0.00 kg
WASTE:
SUMMARY:
COMMERCIAL LENGTHS Note: 1. Commercial length adjustment is cm.
BAR Ø 9 10.5 12 13.5 15 UNIT WT. TOTAL WEIGHT 2. If in case cut length can be acquired from multiple
10 mm 0 0 0 0 0 0.616 - lengths such as 9.0m, 10.5m, 12.0m, 13.5m, & 15.0m,
12 mm 0 0 0 0 0 0.888 - prefered commercial length is m.
16 mm 0 0 0 0 0 1.578 -
20 mm 0 0 0 0 0 2.466 -
25 mm 0 0 0 0 0 3.853 -
28 mm 0 0 0 0 0 4.834 -
32 mm 0 0 0 0 0 6.313 -
36 mm 0 0 0 0 0 7.990 -
TOTAL -
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