Project: BGC Stopover, Ansons Appliance Center Strengthening Works

Description: Beam Shear (CFRP)

FOR ITEM 1.0 (BEAM SHEAR)

Length Layer Width per Strip Spacing of Strips Area Total Area per Beam/Girder
50+50 Ext. As per Bid As per Revised As per Bid As per Revised As per Bid As per Revised As per Bid As per Revised As per Bid As per Revised
Beam Depth As per Bid Plans As per Revised Plans
No. Location of Width Plans Plans Plans Plans Plans Plans Plans Plans Plans Plans
Mark (mm)
(mm) Length Length Layer Layer Width Width Spacing Spacing Area Area Area Area
(mm) (mm) (pc) (pc) (mm) (mm) (mm) (mm) (sq.m.) (sq.m.) (sq.m.) (sq.m.)
Left 1000 100 1600 2800 2 2 100 100 300 150 2.52 8.80
1 GG18 5.04 17.60
Right 1000 100 1600 2800 2 2 100 100 300 150 2.52 8.80
Left 1000 100 1600 1600 2 2 100 100 300 150 2.52 5.28
2 GG19 5.04 10.56
Right 1000 100 1600 1600 2 2 100 100 300 150 2.52 5.28
3 GG21
Left 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
5.04 8.64
ADDITIONAL AREA
Right 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
Left 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
DUE TO THE LENGTH
4 GG22 5.04 8.64
Right 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32 OF THE BEAMS
Left 1000 100 2400 1600 2 2 100 100 300 150 3.24 5.28
5 GG24
Right 1000 100 2400 1600 2 2 100 100 300 150 3.24 5.28
6.48 10.56 AND GIRDERS
Left 800 100 2400 1600 2 2 100 100 300 150 3.24 4.32
6 GG25 6.48 8.64
Right 800 100 2400 1600 2 2 100 100 300 150 3.24 4.32
Left 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
7 GG26 5.04 8.64
Right 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
Left 1000 100 1600 3000 2 2 100 100 300 150 2.52 9.24
8 GG27 5.04 18.48
Right 1000 100 1600 3000 2 2 100 100 300 150 2.52 9.24
Left 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
9 GG28 5.04 8.64
Right 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
Left 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
10 GG29 5.04 8.64
Right 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
Left 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
11 GG30 5.04 8.64
Right 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
Left 800 100 2400 2350 2 3 100 100 300 150 3.24 9.18
12 GG31 6.48 18.36
Right 800 100 2400 2350 2 3 100 100 300 150 3.24 9.18
Left 800 100 2400 2350 2 3 100 100 300 100 3.24 13.50
13 GG32 6.48 27.00
Right 800 100 2400 2350 2 3 100 100 300 100 3.24 13.50
Left 800 100 2400 2350 2 3 100 100 300 100 3.24 13.50
14 GG43 6.48 27.00
Right 800 100 2400 2350 2 3 100 100 300 100 3.24 13.50
15 GG44
Left 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
5.04 8.64 ADDITIONAL AREA DUE
Right 800 100 1600 1600 2 2 100 100 300 150 2.52 4.32
Left 1000 100 1600 1325 2 2 100 100 300 300 2.52 2.64 TO THE NUMBER OF
16 GG45 5.04 5.28
Right 1000 100 1600 1325 2 2 100 100 300 300 2.52 2.64 LAYERS
Left 800 100 1600 1550 2 3 100 100 300 150 2.52 6.48
17 GG47 5.04 12.96
Right 800 100 1600 1550 2 3 100 100 300 150 2.52 6.48
Left 700 100 2900 2900 2 3 100 100 300 100 3.96 14.40
18 GG54 Mid 700 100 2750 5 100 100 23.20 7.92 61.60
Right 700 100 2900 2900 2 5 100 100 300 100 3.96 24.00
Left 700 100 1600 1400 2 3 100 100 300 150 2.52 5.28
19 GG55 5.04 10.56
Right 700 100 1600 1400 2 3 100 100 300 150 2.52 5.28
Left 700 100 1500 1400 2 3 100 100 300 150 2.16 5.28
20 GG56 4.32 10.56
Right 700 100 1500 1400 2 3 100 100 300 150 2.16 5.28
Left 700 100 1500 1400 2 5 100 100 300 150 2.16 8.80
21 GG57 4.32 17.60
Right 700 100 1500 1400 2 5 100 100 300 150 2.16 8.80
Left 1000 100 2900 2000 2 2 100 100 300 150 3.96 6.60
22 GG64 7.92 13.20
Right 1000 100 2900 2000 2 2 100 100 300 150 3.96 6.60
Left 1000 100 2000 2000 2 2 100 100 300 150 2.88 6.60
23 GG65 5.76 13.20
Right 1000 100 2000 2000 2 2 100 100 300 150 2.88 6.60
Left 1000 100 2000 2000 2 2 100 100 300 150 2.88 6.60
24 GG66 5.76 13.20
Right 1000 100 2000 2000 2 2 100 100 300 150 2.88 6.60
Left 1000 100 1600 2000 2 4 100 100 300 150 2.52 13.20
25 GG67 5.04 26.40
Right 1000 100 1600 2000 2 4 100 100 300 150 2.52 13.20
Left 800 100 3400 3200 2 5 100 100 300 150 4.68 20.70
26 GB19 9.36 41.40
Right 800 100 3400 3200 2 5 100 100 300 150 4.68 20.70
Left 700 100 3400 3200 2 3 100 100 300 150 4.68 11.04
27 GB21 9.36 22.08
Right 700 100 3400 3200 2 3 100 100 300 150 4.68 11.04
Left 1000 100 3800 3450 2 3 100 100 300 150 5.04 15.84
28 GB24 10.08 31.68
Right 1000 100 3800 3450 2 3 100 100 300 150 5.04 15.84
Left 700 100 3800 3450 2 3 100 100 300 150 5.04 11.52
29 GB27 10.08 23.04
Right 700 100 3800 3450 2 3 100 100 300 150 5.04 11.52
Left 700 100 3400 3200 2 4 100 100 300 100 4.68 21.12
30 GB29 9.36 42.24
Right 700 100 3400 3200 2 4 100 100 300 100 4.68 21.12
Left 700 100 2000 2000 2 3 100 100 300 150 2.88 7.20
31 GB29A 5.76 14.40
Right 700 100 2000 2000 2 3 100 100 300 150 2.88 7.20
Left 700 100 1200 3 100 150 4.32
32 GG33 0.00 8.64
Right 700 100 1200 3 100 150 4.32
Left 800 100 1600 2 100 300 2.52
33 GG18A 5.04 0.00
Right 800 100 1600 2 100 300 2.52 NO ADDITIONAL
Left 800 100 2400 2 100 300 3.24
34 GG23 6.48 0.00
Right 800 100 2400 2 100 300 3.24

204.5 566.72

TOTAL ADDITIVE QUANTITY (sq.m.) = 362.22