bar bending schedule footings block # 02
TRANSCRIPT
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7/30/2019 Bar Bending Schedule Footings Block # 02
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7/30/2019 Bar Bending Schedule Footings Block # 02
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DRAWING NO._2662/323/c/01G210 Rev: 0 & 211 Rev:A DATED._7 & 14/12/2006 Respectively
REVISION. _____0 & A PLINTH LEVEL._1796.0Item Description Bar# Spacing Stem Col Ht. No.of Bars Cut length No. of Items Total 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 76.64Stirrups # 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 76.64Stirrups # 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 76.64Stirrups # 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 38.32Stirrups # 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
3/8" 1/2" 5/8" 3/4" 1"391.24 459.84 677.12 Grade_40 0.0670.376 0.668 1.043 1.502 2.67
147.11 0 690.67968 1807.91
66.727 0 313.29025 820.0628
0.067 0 0.313 0.820 Grade_60 1.133
M /s SHAH ZAMAN(Pvt.)Ltd.
Shape of Bar
STEM COLUMNS SHEDULE FOR BLOCK NO. 02 (Package-VI)
Length
Wt in tonsia of Bar
Total Weight in Kgs
Total Weight in Tonns
Weight
Unit Weight in lbs
Total Weight in lbs
CONTRACTOR Pg._______of______ CONSULTANT
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7/30/2019 Bar Bending Schedule Footings Block # 02
3/13
DRAWING NO._2662/323/c/01G210 Rev: 0 & 211 Rev:A DATED._7 & 14/12/2006 Respectively
REVISION. _____0 & A PLINTH LEVEL._1796.00
Item Description Bar# Spacing Stem Col Ht No.of Bars Cut length No. of Items Total LengthC 6 at CF 2 # 8 _ 1.25 8 10.58 2 169.28
(9" x 27") # 6 _ 1.25 2 9.58 2 38.32Stirrups # 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 76.64Stirrups # 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 38.32Stirrups # 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
3/8" 1/2" 5/8" 3/4" 1"254.04 383.2 507.84 Grade_40 0.0430.376 0.668 1.043 1.502 2.67
95.519 575.5664 1355.933
43.327 261.07521 615.0471
0.043 0.261 0.615 Grade_60 0.876
Shape of Bar
M /s SHAH ZAMAN(Pvt.)Ltd.
STEM COLUMNS SHEDULE FOR BLOCK NO. 02 (Package-VI)
Wt in tonsLength
Unit Weight in lbs
Total Weight in lbs
Dia of Bar
Total Weight in Kgs
Total Weight in Tonns
Weight
CONTRACTOR Pg._______of______ CONSULTANT
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7/30/2019 Bar Bending Schedule Footings Block # 02
4/13
DRAWING NO._2662/323/c/01G210 Rev: 0 & 211 Rev:A DATED._7 & 14/12/2006 Respectively
REVISION. _____0 & A PLINTH LEVEL._1796.0Item Description Bar# Spacing Stem Col Ht No.of Bars Cut length No. of Items Total LengthC 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 38.32Stirrups # 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 2 at CF 1 # 6 - 1.25 4 9.58 2 76.64(9" x 24" ) # 5 - 1.25 4 9.08 2 72.64Stirrups # 3 4.5' c/c 1.25 8 3.71 2 59.36
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
C 3 at F 1 # 8 - 1.25 4 10.58 1 42.32(9" x 24") # 6 - 1.25 4 9.58 1 38.32Stirrups # 3 4.5' c/c 1.25 8 3.71 1 29.68
3/8" 1/2" 5/8" 3/4" 1"213.27 72.64 344.88 465.52 Grade_40 0.03640.376 0.668 1.043 1.502 2.67
80.19 75.764 518.010 1242.938
36.374 34.366 234.968 563.793
0.036 0.034 0.235 0.564 Grade_60 0.8331
M /s SHAH ZAMAN(Pvt.)Ltd.
STEM COLUMNS SHEDULE FOR BLOCK NO. 02 (Package-VI)
Shape of Bar
Dia of Bar
Total Weight in Kgs
Total Weight in Tonns
Weight
Wt in tonsLength
Unit Weight in lbs
Total Weight in lbs
CONTRACTOR Pg._______of______ CONSULTANT
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7/30/2019 Bar Bending Schedule Footings Block # 02
5/13
Footing : CF 1 (2 No.) Size : 11'-9" X 15' X 1'-6"Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Bar # Spacing Shape Of bar No. OfBars Length OfOne Bar No OfItems Total Length
SUMMARY
Bar #Unit
WeightTotal Weight (Lbs)
# 4 0.668 1498.030
# 5 1.043 915.253
# 6 1.502 0.000
# 8 2.67 0.000
Contractor's Representative Consultant's Representative
Package - VI
0.000
Grade-60
Grade-60
Grade-60
Grade-60
679.502
415.156
0.000
877.52
# 4 15.676" c/c 6" 14'-8" 6" 24
2242.56
G.Length T.W in Kgs
12.42 2 745.2
Grade
# 4 6" c/c 6" 11'-5" 6" 30
2 752.16
M/S SHAH ZAMAN (Pvt.) Ltd.
(i) X Bars
(ii) Y Bars
# 5 5" c/c 6" 14'-8" 6" 28 15.67 2 877.52(ii) Y Bars
(i) X Bars # 4
FOOTING SHEDULE BLOCK # 02
DescriptionBottom Bars
Top Bars
745.2212.42306" 11'-5" 6"6" c/c
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7/30/2019 Bar Bending Schedule Footings Block # 02
6/13
Footing : CF 2 (1 No.) Size : 16'-0" X 55'-6" X 1'-6"Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Bar # Spacing Shape Of bar No. OfBars Length OfOne Bar No OfItems Total Length
# 5 5" c/c 37'-6" 6" 38 38 1 1444.00
# 5 5" c/c 6" 20'-2" 38 20.67 1 785.46
# 4 5" c/c 33'-0" 6" 38 33.5 1 1273.00
# 4 5" c/c 6" 24'-2" 38 24.67 1 937.46
SUMMARY
Bar #Unit
WeightTotal Weight (Lbs)
# 4 0.668 3347.361
# 5 1.043 2325.327
# 6 1.502 4206.441
# 8 2.67 0.000
Contractor's Representative Consultant's Representative
1686" 15'-8" 6"4" c/c
FOOTING SHEDULE BLOCK # 02
DescriptionBottom Bars
Top Bars
2800.561
M/S SHAH ZAMAN (Pvt.) Ltd.
(i) X Bars
(i) X Bars
Grade
# 4 5" c/c 6" 15'-8" 6" 168
# 6
16.67 1 2800.56
16.67
1908.029
(ii) Y Bars
2229.46
2800.56
T.W in Kgs
(iii) Y Bars
5011.02
G.Length
(iii) Y Bars
(ii) Y Bars
Package - VI
0.000
Grade-60
Grade-60
Grade-60
Grade-60
1518.353
1054.761
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7/30/2019 Bar Bending Schedule Footings Block # 02
7/13
Footing : CF 3 ( 2 No.) Size : 12'-0" X 14'-0" X 1'-6"Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Bar # Spacing Shape Of bar No. OfBars Length OfOne Bar No OfItems Total Length
SUMMARY
Bar #Unit
WeightTotal Weight (Lbs)
# 4 0.668 1179.528
# 5 1.043 2211.702
# 6 1.502 0.000
# 8 2.67 0.000
Contractor's Representative Consultant's Representative
12.67426" 11'-8" 6"4" c/c
FOOTING SHEDULE BLOCK # 02
DescriptionBottom Bars
Top Bars
1064.282
14.67 2 1056.24(ii) Y Bars
(i) X Bars # 5
12.67 2 709.52
M/S SHAH ZAMAN (Pvt.) Ltd.
(i) X Bars
# 5 4" c/c 6" 13'-8" 6" 36
Grade
# 4 6" c/c 6" 11'-8" 6" 28
2 1056.24# 4 14.674" c/c 6" 13'-8" 6" 36
1765.76
G.Length T.W in Kgs
(ii) Y Bars
Package - VI
0.000
Grade-60
Grade-60
Grade-60
Grade-60
535.030
1003.222
0.000
2120.52
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7/30/2019 Bar Bending Schedule Footings Block # 02
8/13
Footing : CF 4 ( 2 No.) Size : 16'-0" X 16'-0" X 2'-0"Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Bar # Spacing Shape Of bar No. OfBars Length OfOne Bar No OfItems Total Length
SUMMARY
Bar #Unit
WeightTotal Weight (Lbs)
# 4 0.668 4276.055
# 5 1.043 0.000
# 6 1.502 0.000
# 8 2.67 0.000
Contractor's Representative Consultant's Representative
Package - VI
0.000
Grade-60
Grade-60
Grade-60
Grade-60
1939.606
0.000
0.000
0
# 4
0
16.67
0
4" c/c 6" 15'-8" 6" 48
6401.28
G.Length T.W in Kgs
16.67 2 1600.32
Grade
# 4 4" c/c 6" 15'-8" 6" 48
2 1600.32
M/S SHAH ZAMAN (Pvt.) Ltd.
(i) X Bars
(ii) Y Bars
# 4 4" c/c 6" 15'-8" 6" 48 16.67 2 1600.32(ii) Y Bars
(i) X Bars # 4
FOOTING SHEDULE BLOCK # 02
DescriptionBottom Bars
Top Bars
1600.32216.67486" 15'-8" 6"4" c/c
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7/30/2019 Bar Bending Schedule Footings Block # 02
9/13
Footing : CF 5 ( 1 No.) Size : 10'-9" X 22'-0" X 2'-0"Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Bar # Spacing Shape Of bar No. OfBars Length OfOne Bar No OfItems Total Length
SUMMARY
Bar #Unit
WeightTotal Weight (Lbs)
# 4 0.668 1521.965
# 5 1.043 614.765
# 6 1.502 0.000
# 8 2.67 0.000
Contractor's Representative Consultant's Representative
11.42676" 10'-5" 6"4" c/c
FOOTING SHEDULE BLOCK # 02
DescriptionBottom Bars
Top Bars
765.141
22.67 1 589.42(ii) Y Bars
(i) X Bars # 4
11.42 1 765.14
M/S SHAH ZAMAN (Pvt.) Ltd.
(i) X Bars
# 5 5" c/c 6" 21'-8" 6" 26
Grade
# 4 4" c/c 6" 10'-5" 6" 67
1 748.11# 4
0
22.67
0
4" c/c 6" 21'-8" 6" 33
2278.39
G.Length T.W in Kgs
(ii) Y Bars
Package - VI
0.000
Grade-60
Grade-60
Grade-60
Grade-60
690.359
278.856
0.000
589.42
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7/30/2019 Bar Bending Schedule Footings Block # 02
10/13
Footing : CF 6 ( 1 No.) Size : 9'-0" X 12'-0" X 2'-0"Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Bar # Spacing Shape Of bar No. OfBars Length OfOne Bar No OfItems Total Length
SUMMARY
Bar #Unit
WeightTotal Weight (Lbs)
# 4 0.668 922.121
# 5 1.043 0.000
# 6 1.502 0.000
# 8 2.67 0.000
Contractor's Representative Consultant's Representative
Package - VI
0.000
Grade-60
Grade-60
Grade-60
Grade-60
418.271
0.000
0.000
0
# 4
0
12.67
0
4" c/c 6" 11'-8" 6" 27
1380.42
G.Length T.W in Kgs
9.67 1 348.12
Grade
# 4 4" c/c 6" 8'-8" 6" 36
1 342.09
M/S SHAH ZAMAN (Pvt.) Ltd.
(i) X Bars
(ii) Y Bars
# 4 4" c/c 6" 11'-8" 6" 27 12.67 1 342.09(ii) Y Bars
(i) X Bars # 4
FOOTING SHEDULE BLOCK # 02
DescriptionBottom Bars
Top Bars
348.1219.67366" 8'-8" 6"4" c/c
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7/30/2019 Bar Bending Schedule Footings Block # 02
11/13
Footing : CF 7 ( 2 No.) Size : 16'-0" X 16'-0" X 2'-0"Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Bar # Spacing Shape Of bar No. OfBars Length OfOne Bar No OfItems Total Length
SUMMARY
Bar #Unit
WeightTotal Weight (Lbs)
# 4 0.668 0.000
# 5 1.043 5285.590
# 6 1.502 0.000
# 8 2.67 0.000
Contractor's Representative Consultant's Representative
16.67386" 15'-8" 6"5" c/c
FOOTING SHEDULE BLOCK # 02
DescriptionBottom Bars
Top Bars
1266.922
16.67 2 1266.92(ii) Y Bars
(i) X Bars # 5
16.67 2 1266.92
M/S SHAH ZAMAN (Pvt.) Ltd.
(i) X Bars
# 5 5" c/c 6" 15'-8" 6" 38
Grade
# 5 5" c/c 6" 15'-8" 6" 38
2 1266.92# 5
0
16.67
0
5" c/c 6" 15'-8" 6" 38
0
G.Length T.W in Kgs
(ii) Y Bars
Package - VI
0.000
Grade-60
Grade-60
Grade-60
Grade-60
0.000
2397.528
0.000
5067.68
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7/30/2019 Bar Bending Schedule Footings Block # 02
12/13
Footing : F 1 ( 1 No.) Size : 10'-3" X 10'-3" X 1'-6"Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Bar # Spacing Shape Of bar No. OfBars Length OfOne Bar No OfItems Total Length
SUMMARY
Bar #Unit
WeightTotal Weight (Lbs)
# 4 0.668 0.000
# 5 1.043 569.478
# 6 1.502 0.000
# 8 2.67 0.000
Contractor's Representative Consultant's Representative
Package - VI
0.000
Grade-60
Grade-60
Grade-60
Grade-60
0.000
258.314
0.000
546
0
0
0
G.Length T.W in Kgs Grade
M/S SHAH ZAMAN (Pvt.) Ltd.
# 5 5" c/c 6" 9'-11" 6" 25 10.92 1 273(ii) Y Bars
(i) X Bars # 5
FOOTING SHEDULE BLOCK # 02
DescriptionBottom Bars
Top Bars
273110.92256" 9'-11" 6"5" c/c
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7/30/2019 Bar Bending Schedule Footings Block # 02
13/13
Footing : F 2 ( 1 No.) Size : 14'-0" X 14'-0" X 2'-0"Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Bar # Spacing Shape Of bar No. OfBars Length OfOne Bar No OfItems Total Length
SUMMARY
Bar #Unit
WeightTotal Weight (Lbs)
# 4 0.668 0.000
# 5 1.043 1285.268
# 6 1.502 0.000
# 8 2.67 0.000
Contractor's Representative Consultant's Representative
Package - VI
0.000
Grade-60
Grade-60
Grade-60
Grade-60
0.000
582.994
0.000
1232.28
0
0
0
G.Length T.W in Kgs Grade
M/S SHAH ZAMAN (Pvt.) Ltd.
# 5 4" c/c 6" 13'-8" 6" 42 14.67 1 616.14(ii) Y Bars
(i) X Bars # 5
FOOTING SHEDULE BLOCK # 02
DescriptionBottom Bars
Top Bars
616.14114.67426" 13'-8" 6"4" c/c