Bar Bending Schedule Footings Block # 08 (P-6)
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M/S SHAH ZAMAN (Pvt)Ltd. C-TYPE APARTMENT FOR FGEHF IN SECTOR G-11/3, ISLAMABAD. PACKAGE - VI BLOCK NO. 08 (G+4) Footing Steel Summary S # Footing No. of Footing Weght in Footing Grade 60 1 CF1 2 1101.532 Grade-60 2 CF 2 1 4362.019 Grade-60 3 CF 3 2 1591.127 Grade-60 4 CF 4 2 1940.046 Grade-60 5 CF 5 1 972.510 Grade-60 6 CF 6 1 418.366 Grade-60 7 CF 7 2 2887.081 Grade-60 8 F 1 1 264.227 Grade-60 9 F 2 1 592.928 Grade-60 10 F 3 0 0.000 Grade 60 Total (Kgs) 14129.836 Grade 60 Total Steel Item Grade 60 Grade 40 Footings 14.130 0 Stem Columns 3.6358 0.2100 Total 17.766 0.2100 Contractor's Representative NESPAK Representative
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Bar Bending Schedule Footings Block # 08
Transcript of Bar Bending Schedule Footings Block # 08 (P-6)
M/S SHAH ZAMAN (Pvt)Ltd.
C-TYPE APARTMENT FOR FGEHF IN SECTOR G-11/3, ISLAMABAD.
PACKAGE - VI BLOCK NO. 08 (G+4)
Footing Steel Summary
S # Footing No. of Footing Weght in Footing Grade 60
1 CF1 2 1101.532 Grade-60
2 CF 2 1 4362.019 Grade-60
3 CF 3 2 1591.127 Grade-60
4 CF 4 2 1940.046 Grade-60
5 CF 5 1 972.510 Grade-60
6 CF 6 1 418.366 Grade-60
7 CF 7 2 2887.081 Grade-60
8 F 1 1 264.227 Grade-60
9 F 2 1 592.928 Grade-60
10 F 3 0 0.000 Grade 60
Total (Kgs) 14129.836 Grade 60
Total Steel
Item Grade 60 Grade 40
Footings 14.130 0
Stem Columns 3.6358 0.2100
Total 17.766 0.2100
Contractor's Representative NESPAK Representative
CONTRACTOR Pg._______of______ CONSULTANT
M /s SHAH ZAMAN(Pvt.)Ltd.
STEM COLUMNS SHEDULE FOR BLOCK NO. 08 (Package-VI)
Item Description Bar# Spacing Stem Col Ht. Shape of Bar No.of Bars Cut length No. of ItemsTotal Length
C 1 at CF 3 # 6 _ 1.25 10 9.58 2 191.6
(9" x 24") # 3 4.5' c/c 1.25 4 4.875 2 39
Stirrups # 3 4.5' c/c 1.25 4 1.125 2 9.00
C 3 at CF3 # 8 _ 1.25 4 10.58 2 84.64
(9" x 24") # 6 - 1.25 4 9.58 2 76.64
Stirrups # 3 4.5' c/c 1.25 8 3.71 2 59.36
C 4 at CF2 # 8 _ 1.25 8 10.58 4 338.56
(9" x 24") # 6 _ 1.25 2 9.58 4 76.64
Stirrups # 3 4.5' c/c 1.25 4 4.875 4 78
Stirrups # 3 4.5' c/c 1.25 4 1.125 4 18
C3 at CF 2 # 8 _ 2.25 4 10.58 2 84.64
(9" x 24") # 6 _ 2.25 4 9.58 2 76.64
Stirrups # 3 4.5' c/c 2.25 14 3.71 2 103.88
C 5 at CF 2 # 8 _ 2.25 8 10.58 2 169.28
(9" x 24") # 6 _ 2.25 2 9.58 2 38.32
Stirrups # 3 4.5"c/c 2.25 7 4.875 2 68.25
Stirrups # 3 4.5"c/c 2.25 7 1.125 2 15.75
Dia of Bar 3/8" 1/2" 5/8" 3/4" 1" Wt in tons
Length 391.2 459.84 677.12 Grade_40 0.0667
Unit Weight in lbs 0.376 0.668 1.043 1.502 2.67
Total Weight in lbs 147.11 0 690.680 ###
Total Weight in Kgs 66.742 0 0 0 313.361 820.249
Total Weight in Tonns 0.067 0 0.3134 0.8202 Grade_60 1.1336
Weight
DRAWING NO._2662/323/C/06G202 & 209 DATED._20-02-2007
REVISION. _____0 PLINTH LEVEL._1766.0
CONTRACTOR Pg._______of______ CONSULTANT
M /s SHAH ZAMAN(Pvt.)Ltd.
STEM COLUMNS SHEDULE FOR BLOCK NO. 08 (Package-VI)
Item Description Bar# Spacing Stem Col Ht Shape of Bar No.of Bars Cut length No. of ItemsTotal Length
C 6 at CF 2 # 8 _ 1.25 8 10.58 2 169.28
(9" x 27") # 6 _ 1.25 2 9.58 2 38.32
Stirrups # 3 4.5"c/c 1.25 4 5.375 2 43
Stirrups # 3 4.5"c/c 1.25 4 1.125 2 9
C 1 at CF 4 # 6 _ 0.75 10 9.58 2 191.6
(9" x 24") # 3 4.5"c/c 0.75 3 4.875 2 29.25
Stirrups # 3 4.5"c/c 0.75 3 1.125 2 6.75
C 3 at CF 4 # 8 _ 1.75 4 10.58 2 84.64
(9" x 24") # 6 _ 1.75 4 9.58 2 76.64
Stirrups # 3 4.5"c/c 1.75 12 3.71 2 89.04
C 8 at CF 4 # 8 _ 0.75 4 10.58 2 84.64
# 6 _ 0.75 2 9.58 2 38.32
Stirrups # 3 4.5"c/c 0.75 6 3.417 2 41
C 4 at CF 4 # 8 _ 0.75 8 10.58 2 169.28
(9" x 24") # 6 _ 0.75 2 9.58 2 38.32
Stirrups # 3 4.5"c/c 0.75 3 4.875 2 29.25
Stirrups # 3 4.5"c/c 0.75 3 1.125 2 6.75
Dia of Bar 3/8" 1/2" 5/8" 3/4" 1" Wt in tons
Length 254.0 383.2 507.84 Grade_40 0.0433
Unit Weight in lbs 0.376 0.668 1.043 1.502 2.67
Total Weight in lbs 95.519 575.5664 1355.93
Total Weight in Kgs 43.337 0 0 0 261.134 615.187
Total Weight in Tonns 0.043 0.2611 0.6152 Grade_60 0.8763
Weight
DRAWING NO._2662/323/C/06G202 & 209 DATED._20-02-2007
REVISION. _____0 PLINTH LEVEL._1766.0
CONTRACTOR Pg._______of______ CONSULTANT
M /s SHAH ZAMAN(Pvt.)Ltd.
STEM COLUMNS SHEDULE FOR BLOCK NO. 08 (Package-VI)
Item Description Bar# Spacing Stem Col Ht Shape of Bar No.of Bars Cut length No. of ItemsTotal Length
C 7 at CF 5 # 8 _ 0.75 12 10.58 2 253.92
a # 3 4.5"c/c 0.75 3 4.625 2 27.75
b # 3 4.5"c/c 0.75 3 2.54 2 15.24
c # 3 4.5"c/c 0.75 3 3.29 2 19.74
d # 3 4.5"c/c 0.75 3 1.125 2 6.75
C 5 at CF 6 # 8 _ 0.75 8 10.58 2 169.28
(9" x 24") # 6 _ 0.75 2 9.58 2 38.32
Stirrups # 3 4.5"c/c 0.75 3 4.875 2 29.25
Stirrups # 3 4.5"c/c 0.75 3 1.125 2 6.75
C 10 at CF 7 # 8 - 1.75 4 12.58 2 100.64
(9" x 24") # 6 - 1.75 6 11.58 2 138.96
Stirrups # 3 4.5"c/c 1.75 6 4.875 2 58.5
Stirrups # 3 4.5"c/c 1.75 6 1.125 2 13.5
C 9 at F 2 # 8 - 2.75 12 12.58 1 150.96
(9" x 30") # 3 4.5"c/c 2.75 8 5.875 1 47
Stirrups # 3 4.5"c/c 2.75 8 2.29 1 18.32
C 1 at CF 7 # 6 - 1.75 10 11.58 4 463.2
(9" x 24") # 3 4.5"c/c 1.75 6 4.875 4 117
Stirrups # 3 4.5"c/c 1.75 6 1.125 4 27
Dia of Bar 3/8" 1/2" 5/8" 3/4" 1" Wt in tons
Length 386.8 0 640.48 674.8 Grade_40 0.0660
Unit Weight in lbs 0.376 0.668 1.043 1.502 2.67
Total Weight in lbs 145.44 0.000 962.001 ###
Total Weight in Kgs 65.985 0 0 0.000 436.460 817.439
Total Weight in Tonns 0.066 0.0 0.4365 0.8174 Grade_60 1.2539
Weight
DRAWING NO._2662/323/C/06G202 & 209 DATED._20-02-2007
REVISION. _____0 PLINTH LEVEL._1766.0
CONTRACTOR Pg._______of______ CONSULTANT
M /s SHAH ZAMAN(Pvt.)Ltd.
STEM COLUMNS SHEDULE FOR BLOCK NO. 08 (Package-VI)
Item Description Bar# Spacing Stem Col Ht Shape of Bar No.of Bars Cut length No. of ItemsTotal Length
C 1 at CF 1 # 6 _ 1.25 10 9.58 2 191.6
(9" x 24") # 3 4.5' c/c 1.25 4 4.875 2 39
Stirrups # 3 4.5' c/c 1.25 4 1.125 2 9.00
C 2 at CF 1 # 6 _ 1.25 4 9.58 2 76.64
(9" x 24") # 5 - 1.25 4 9.08 2 72.64
Stirrups # 3 4.5' c/c 1.25 8 3.875 2 62
C 3 at F 1 # 8 _ 1.75 4 10.58 2 84.64
(9" x 24") # 6 _ 1.75 4 9.58 2 76.64
Stirrups # 3 4.5"c/c 1.75 12 3.71 2 89.04
Dia of Bar 3/8" 1/2" 5/8" 3/4" 1" Wt in tons
Length 199.0 72.64 344.88 84.64 Grade_40 0.0340
Unit Weight in lbs 0.376 0.668 1.043 1.502 2.67
Total Weight in lbs 74.839 75.764 518.010 225.989
Total Weight in Kgs 33.954 0 0 34.374 235.021 102.531
Total Weight in Tonns 0.034 0.0344 0.2350 0.1025 Grade_60 0.3719
Weight
DRAWING NO._2662/323/C/06G202 & 209 DATED._20-02-2007
REVISION. _____0 PLINTH LEVEL._1766.0
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 08Package - VI
Footing : CF 1 (2 No.) Size : 11'-9" X 15' X 1'-6"
Drawing No. 2662/323/C/06G209 Dated: 20-02-2007 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 4 6" c/c 6" 11'-5" 6" 30 12.42 2 745.2
(ii) Y Bars # 5 5" c/c 7.5" 14'-8" 7.5" 28 15.92 2 891.52
Top Bars
(i) X Bars # 4 6" c/c 6" 11'-5" 6" 30 12.42 2 745.2
(ii) Y Bars # 4 6" c/c 6" 14'-8" 6" 24 15.67 2 752.16
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 2242.56 0.668 1498.030 679.656 Grade-60
# 5 891.52 1.043 929.855 421.875 Grade-60
# 6 1.502 0.000 0.000 Grade-60
# 8 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 08Package - VI
Footing : CF 2 (1 No.) Size : 16'-0" X 55'-6" X 1'-6"
Drawing No. 2662/323/C/06G209 Dated: 20-02-2007 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 6 4" c/c 9" 15'-8" 9" 168 17.17 1 2884.56
(ii) Y Bars # 5 5" c/c 37'-6" 7.5" 38 38.125 1 1448.75
(iii) Y Bars # 5 5" c/c 7.5" 20'-2" 38 20.795 1 790.21
Top Bars
(i) X Bars # 4 5" c/c 6" 15'-8" 6" 132 16.67 1 2200.44
(ii) Y Bars # 4 5" c/c 33'-0" 6" 38 33.5 1 1273.00
(iii) Y Bars # 4 5" c/c 6" 24'-2" 38 24.67 1 937.46
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 4410.90 0.668 2946.481 1336.819 Grade-60
# 5 2238.96 1.043 2335.235 1059.496 Grade-60
# 6 2884.56 1.502 4332.609 1965.705 Grade-60
# 8 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 08Package - VI
Footing : CF 3 ( 2 No.) Size : 12'-0" X 14'-0" X 1'-6"
Drawing No. 2662/323/C/06G209 Dated: 20-02-2007 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 5 4" c/c 7.5" 11'-8" 7.5" 42 12.92 2 1085.28
(ii) Y Bars # 5 4" c/c 7.5" 13'-8" 7.5" 36 15.92 2 1146.24
Top Bars
(i) X Bars # 4 6" c/c 6" 11'-8" 6" 28 12.67 2 709.52
(ii) Y Bars # 4 4" c/c 6" 13'-8" 6" 36 14.67 2 1056.24
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 1765.76 0.668 1179.528 535.152 Grade-60
# 5 2231.52 1.043 2327.475 1055.976 Grade-60
# 6 1.502 0.000 0.000 Grade-60
# 8 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 08Package - VI
Footing : CF 4 ( 2 No.) Size : 16'-0" X 16'-0" X 2'-0"
Drawing No. 2662/323/C/06G209 Dated: 20-02-2007 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 4 4" c/c 6" 15'-8" 6" 48 16.67 2 1600.32
(ii) Y Bars # 4 4" c/c 6" 15'-8" 6" 48 16.67 2 1600.32
Top Bars
(i) X Bars # 4 4" c/c 6" 15'-8" 6" 48 16.67 2 1600.32
(ii) Y Bars # 4 4" c/c 6" 15'-8" 6" 48 16.67 2 1600.32
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 6401.28 0.668 4276.055 1940.046 Grade-60
# 5 0 1.043 0.000 0.000 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 08Package - VI
Footing : CF 5 ( 1 No.) Size : 10'-9" X 22'-0" X 2'-0"
Drawing No. 2662/323/C/06G209 Dated: 20-02-2007 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 4 4" c/c 6" 10'-5" 6" 67 11.42 1 765.14
(ii) Y Bars # 5 5" c/c 7.5" 21'-8" 7.5" 26 22.92 1 595.92
Top Bars
(i) X Bars # 4 4" c/c 6" 10'-5" 6" 67 11.42 1 765.14
(ii) Y Bars # 4 4" c/c 6" 21'-8" 6" 33 22.67 1 748.11
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 2278.39 0.668 1521.965 690.515 Grade-60
# 5 595.92 1.043 621.545 281.995 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 08Package - VI
Footing : CF 6 ( 1 No.) Size : 9'-0" X 12'-0" X 2'-0"
Drawing No. 2662/323/C/06G209 Dated: 20-02-2007 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 4 4" c/c 6" 8'-8" 6" 36 9.67 1 348.12
(ii) Y Bars # 4 4" c/c 6" 11'-8" 6" 27 12.67 1 342.09
Top Bars
(i) X Bars # 4 4" c/c 6" 8'-8" 6" 36 9.67 1 348.12
(ii) Y Bars # 4 4" c/c 6" 11'-8" 6" 27 12.67 1 342.09
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 1380.42 0.668 922.121 418.366 Grade-60
# 5 0 1.043 0.000 0.000 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 08Package - VI
Footing : CF 7 ( 2 No.) Size : 16'-0" X 16'-0" X 2'-0"
Drawing No. 2662/323/C/06G209 Dated: 20-02-2007 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 5 5" c/c 7.5" 15'-8" 7.5" 38 16.92 2 1285.92
(ii) Y Bars # 5 5" c/c 7.5" 15'-8" 7.5" 38 16.92 2 1285.92
Top Bars
(i) X Bars # 5 5" c/c 7.5" 15'-8" 7.5" 38 16.92 2 1285.92
(ii) Y Bars # 5 5" c/c 7.5" 15'-8" 7.5" 38 16.92 2 1285.92
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 0 0.668 0.000 0.000 Grade-60
# 5 5143.68 1.043 5364.858 2887.081 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 08Package - VI
Footing : F 1 ( 1 No.) Size : 10'-3" X 10'-3" X 1'-6"
Drawing No. 2662/323/C/06G209 Dated: 20-02-2007 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 5 5" c/c 7.5" 9'-11" 7.5" 25 11.17 1 279.25
(ii) Y Bars # 5 5" c/c 7.5" 9'-11" 7.5" 25 11.17 1 279.25
Top Bars
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 0 0.668 0.000 0.000 Grade-60
# 5 558.5 1.043 582.516 264.227 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 08Package - VI
Footing : F 2 ( 1 No.) Size : 14'-0" X 14'-0" X 2'-0"
Drawing No. 2662/323/C/06G209 Dated: 20-02-2007 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 5 4" c/c 7.5" 13'-8" 7.5" 42 14.92 1 626.64
(ii) Y Bars # 5 4" c/c 7.5" 13'-8" 7.5" 42 14.92 1 626.64
Top Bars
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 0 0.668 0.000 0.000 Grade-60
# 5 1253.28 1.043 1307.171 592.929 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 07 Package - VI
Footing : CF8 ( 2 No.) Size : 16'-9" X 17'-0" X 2'-0"
Drawing No. 2662/323/C/06G209 Dated: 20-02-2007 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 4 4" c/c 6" 16'-5" 6" 52 17.42 2 1811.68
(ii) Y Bars # 5 5" c/c 7.5" 16'-8" 7.5" 40 17.92 2 1433.6
Top Bars
(i) X Bars # 4 4" c/c 6" 16'-5" 6" 52 17.42 2 1811.68
(ii) Y Bars # 5 5" c/c 7.5" 16'-8" 7.5" 40 17.92 2 1433.6
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 3623.36 0.668 2420.404 1097.888 Grade-60
# 5 2867.2 1.043 2990.490 1356.477 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 07 Package - VI
Footing : CF8 ( 2 No.) Size : 18'-9" X 18'-0" X 2'-0"
Drawing No. 2662/323/C/06G209 Dated: 20-02-2007 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 4 4" c/c 6" 17'-8" 6" 57 18.67 2 2128.38
(ii) Y Bars # 5 5" c/c 7.5" 18'-5" 7.5" 43 19.67 2 1691.62
Top Bars
(i) X Bars # 4 4" c/c 6" 17'-8" 6" 57 18.67 2 2128.38
(ii) Y Bars # 5 5" c/c 7.5" 18'-5" 7.5" 43 19.67 2 1691.62
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 4256.76 0.668 2843.516 1289.810 Grade-60
# 5 3383.24 1.043 3528.719 1600.617 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 08Package - VII
Footing : F 3 ( 1 No.) Size : 13'-3" X 13'-3" X 2'-0"
Drawing No. 2662/323/C/06G209 Dated: 20-02-2007 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 5 4" c/c 7.5" 12'-11" 7.5" 40 14.17 1 566.8
(ii) Y Bars # 5 4" c/c 7.5" 12'-11" 7.5" 40 14.17 1 566.8
Top Bars
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 0 0.668 0.000 0.000 Grade-60
# 5 1133.6 1.043 1182.345 536.308 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
