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8/16/2019 134 estimates
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COLUMNSNAME LOCATION LENGTH WIDTH HEIGHT
C1 at Df = 1.20m 0.30 0.40 9.45
C1 at Df = 2.50m 0.30 0.40 10.75
C1 at Df = 3.50m 0.30 0.40 11.75
C2 at Df = 1.20m 0.40 0.40 9.45C2 at Df = 3.50m 0.40 0.40 11.75
C3 at Df = 2.50m 0.40 0.60 10.75
C3 at Df = 3.50m 0.40 0.60 11.75
C4 at Df = 1.20m 0.40 0.50 9.45
TOTAL
FOOTINGSNAME LOCATION LENGTH WIDTH HEIGHT
F1 1.30 1.30 0.25F2 1.50 1.50 0.25
F3 1.80 1.80 0.30
F4 1.20 0.80 0.25
TOTAL
BEAMSNAME LOCATION LENGTH WIDTH HEIGHT
21 ALONG 3 3.8 0.2 0.4
21 ALONG 3! ETWEEN C " D 3.68 0.2 0.421 ALONG 3! ETWEEN D " E 4.93 0.2 0.4
21 ALONG 3.22 0.2 0.4
21 ALONG 3! ETWEEN E " F 4.4 0.2 0.4
22 ALONG 2! ETWEEN E " F 3.87 0.2 0.3
22 ALONG 2! ETWEEN E " F 1.76 0.2 0.3
22 ALONG 3! ETWEEN 2 " 4 5.63 0.2 0.3
#1 ALONG 2! ETWEEN " C 3.8 0.25 0.4
#1 ALONG 2! ETWEEN C " D 3.68 0.25 0.4
#1 ALONG ! ETWEEN 2 " 4 5.02 0.25 0.4
#1 ALONG 5! ETWEEN C " D 2.46 0.25 0.4
#1 ALONG 5! ETWEEN D " E 4.58 0.25 0.4
#1 ALONG 5! ETWEEN E " F 5.4 0.25 0.4
#1 ALONG F! ETWEEN 4 " 5 5.05 0.25 0.4
#C1 ALONG 2.11 0.25 0.4
#C1 ETWEEN " C 4.2 0.25 0.4
T ALONG 1! ETWEEN E " F 5.4 0.25 0.35
T ALONG E! ETWEEN 1 " 4 6.7 0.25 0.35
2G1 ALONG F 6.7 0.35 0.65
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2G1 ALONG 5 6.44 0.35 0.65
2G2 ETWEEN " D 9.67 0.3 0.5
2G2 ETWEEN 2 " 3 5.4 0.3 0.5
2G2 ETWEEN E " F 9.27 0.3 0.5
2G2 ALONG 2 4.92 0.3 0.5
2G2 ALONG 4 4.75 0.3 0.5
2G2 ALONG 5 3.08 0.3 0.52G2 ETWEEN E " F 5.02 0.3 0.5
2G2 ALONG 2 4.42 0.3 0.5
2G3 ALONG E 1.68 0.25 0.45
2G3 ALONG E 1.8 0.25 0.45
2G3 ALONG 4 4.23 0.25 0.45
2G3 ALONG 1 5.4 0.25 0.45
2G3 ALONG 4.1 0.25 0.45
2G3 ALONG 3.8 0.25 0.45
2G3 ETWEEN 2 " 5 3.68 0.25 0.45
2G3 ALONG 4 4.23 0.25 0.452G3 ALONG 5 2.29 0.25 0.45
TOTAL
OVERALL TOTAL
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$CLA%% A& #ATIO 'OL(ME
'OL(ME CEMENT %AND G#A'EL CEMENT %AND G#A'EL
1.13 9.00 0.50 1.00 10.21 0.57 1.13
1.29 9.00 0.50 1.00 11.61 0.65 1.29
1.41 9.00 0.50 1.00 12.69 0.71 1.41
1.51 9.00 0.50 1.00 13.61 0.76 1.511.88 9.00 0.50 1.00 16.92 0.94 1.88
2.58 9.00 0.50 1.00 23.22 1.29 2.58
2.82 9.00 0.50 1.00 25.38 1.41 2.82
1.89 9.00 0.50 1.00 17.01 0.95 1.89
$CLA%% A& #ATIO 'OL(ME
'OL(ME CEMENT %AND G#A'EL CEMENT %AND G#A'EL
0.42 9.00 0.50 1.00 3.80 0.21 0.420.56 9.00 0.50 1.00 5.06 0.28 0.56
0.97 9.00 0.50 1.00 8.75 0.49 0.97
0.24 9.00 0.50 1.00 2.16 0.12 0.24
$CLA%% A& #ATIO 'OL(ME
'OL(ME CEMENT %AND G#A'EL CEMENT %AND G#A'EL
0.30 9.00 0.50 1.00 2.74 0.15 0.30
0.29 9.00 0.50 1.00 2.65 0.15 0.290.39 9.00 0.50 1.00 3.55 0.20 0.39
0.26 9.00 0.50 1.00 2.32 0.13 0.26
0.35 9.00 0.50 1.00 3.17 0.18 0.35
0.23 9.00 0.50 1.00 2.09 0.12 0.23
0.11 9.00 0.50 1.00 0.95 0.05 0.11
0.34 9.00 0.50 1.00 3.04 0.17 0.34
0.38 9.00 0.50 1.00 3.42 0.19 0.38
0.37 9.00 0.50 1.00 3.31 0.18 0.37
0.50 9.00 0.50 1.00 4.52 0.25 0.50
0.25 9.00 0.50 1.00 2.21 0.12 0.25
0.46 9.00 0.50 1.00 4.12 0.23 0.46
0.54 9.00 0.50 1.00 4.86 0.27 0.54
0.51 9.00 0.50 1.00 4.55 0.25 0.51
0.21 9.00 0.50 1.00 1.90 0.11 0.21
0.42 9.00 0.50 1.00 3.78 0.21 0.42
0.47 9.00 0.50 1.00 4.25 0.24 0.47
0.59 9.00 0.50 1.00 5.28 0.29 0.59
1.52 9.00 0.50 1.00 13.72 0.76 1.52
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1.47 9.00 0.50 1.00 13.19 0.73 1.47
1.45 9.00 0.50 1.00 13.05 0.73 1.45
0.81 9.00 0.50 1.00 7.29 0.41 0.81
1.39 9.00 0.50 1.00 12.51 0.70 1.39
0.74 9.00 0.50 1.00 6.64 0.37 0.74
0.71 9.00 0.50 1.00 6.41 0.36 0.71
0.46 9.00 0.50 1.00 4.16 0.23 0.460.75 9.00 0.50 1.00 6.78 0.38 0.75
0.66 9.00 0.50 1.00 5.97 0.33 0.66
0.19 9.00 0.50 1.00 1.70 0.09 0.19
0.20 9.00 0.50 1.00 1.82 0.10 0.20
0.48 9.00 0.50 1.00 4.28 0.24 0.48
0.61 9.00 0.50 1.00 5.47 0.30 0.61
0.46 9.00 0.50 1.00 4.15 0.23 0.46
0.43 9.00 0.50 1.00 3.85 0.21 0.43
0.41 9.00 0.50 1.00 3.73 0.21 0.41
0.48 9.00 0.50 1.00 4.28 0.24 0.480.26 9.00 0.50 1.00 2.32 0.13 0.26
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NO. OF (NIT%)%ET% O'E#ALL TOTAL 'OL(ME
CEMENT %AND G#A'EL
6 61.236 3.402 6.804
1 11.61 0.645 1.290
2 25.38 1.410 2.820
3 40.824 2.268 4.5361 16.92 0.940 1.880
1 23.22 1.290 2.580
1 25.38 1.410 2.820
2 34.02 1.890 3.780
238.59 13.255 26.510
NO. OF (NIT%)%ET% O'E#ALL TOTAL 'OL(ME
CEMENT %AND G#A'EL
9 34.2225 1.90 3.8034 20.25 1.13 2.250
2 17.496 0.97 1.944
2 4.32 0.24 0.480
76.29 4.238 8.477
NO. OF (NIT%)%ET% O'E#ALL TOTAL 'OL(ME
CEMENT %AND G#A'EL
1 2.736 0.152 0.304
1 2.6496 0.1472 0.2941 3.5496 0.1972 0.394
1 2.3184 0.1288 0.258
1 3.168 0.176 0.352
1 2.0898 0.1161 0.232
1 0.9504 0.0528 0.106
1 3.0402 0.1689 0.338
1 3.42 0.19 0.380
1 3.312 0.184 0.368
1 4.518 0.251 0.502
1 2.214 0.123 0.246
1 4.122 0.229 0.458
1 4.86 0.27 0.540
1 4.545 0.2525 0.505
1 1.899 0.1055 0.211
1 3.78 0.21 0.420
1 4.2525 0.23625 0.473
1 5.27625 0.293125 0.586
1 13.71825 0.762125 1.524
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1 13.1859 0.73255 1.465
1 13.0545 0.72525 1.451
1 7.29 0.405 0.810
1 12.5145 0.69525 1.391
1 6.642 0.369 0.738
1 6.4125 0.35625 0.713
1 4.158 0.231 0.4621 6.777 0.3765 0.753
1 5.967 0.3315 0.663
1 1.701 0.0945 0.189
1 1.8225 0.10125 0.203
1 4.282875 0.2379375 0.476
1 5.4675 0.30375 0.608
1 4.15125 0.230625 0.461
1 3.8475 0.21375 0.428
1 3.726 0.207 0.414
1 4.282875 0.2379375 0.4761 2.318625 0.1288125 0.258
29.89913 1.661 3.32213
345 20 39
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BASEMENTLOCATION LENGTH HEIGHT DOOR AREA
WALL ALONG GL 4 7.10 2.45 0.000
WALL ALONG GL E 6.90 2.45 0.000
WALL ALONG GL 1 7.20 2.45 0.000
GROUND FLOORLOCATION LENGTH HEIGHT DOOR AREA
WALL ALONG GL $D"E&) ET. 4"5 3.40 3.00 5.171
WALL ALONG GL 5) ET. C"D 2.80 3.05 0.000
WALL ALONG GL C) ET. 4"5 3.10 3.70 0.000
WALL ET. "C) 4"5 3.80 3.60 0.000
WALL ALONG GL )ET. 3"5 "2"3 3.20 3.50 0.000
WALL ET. "C) EFO#E 2 3.05 3.55 0.000
WALL ALONG GL 2) ET. C"E 4.50 3.70 1.470
WALL ET. C"D) 2"3 3.35 3.75 1.470
WALL ALONG GL 2) ET. E"F 5.40 2.25 0.000
WALL ALONG GL F) ET. 2"4 4.42 2.25 0.000
WALL ALONG GL 5) ET. E"F 5.42 3.00 3.167
WALL EFO#E GL F) ET. 4"5 3.80 2.90 0.000
WALL ALONG D"E) ET. 4"5 1.00 3.00 0.000
WALL ALONG GL 4) ET. C"D! D"E 3.20 2.90 0.000
WALL ETWEEN 3"4) C"D 1.80 2.95 1.260
SECOND FLOORLOCATION LENGTH HEIGHT DOOR AREA
WALL ALONG GL ) ET. 2*4 6.92 2.80 0.000
WALL ALONG GL 2) ET. "D 5.31 2.80 0.000
WALL ALONG GL 2)C! D"E 4.20 2.70 0.000
WALL ET. 2"3) D"F 2.75 2.90 0.000WAALL ALONG GL 2) ET. E"F 3.60 2.75 0.000
WALL ALONG GL F) ET. 2"4 4.53 2.70 0.000
ROOFTOPLOCATION LENGTH HEIGHT DOOR AREA
WALL ALONG E 4.05 1.50 0.000
WALL ET. 1"2 6.07 1.50 0.000
WALL ALONG F 5.10 1.50 0.000WALL ET. 3"4 6.07 1.50 0.000
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INDO AREA TOTAL AREA OF OPENINGS AREA ! OF CHB
0.000 0.000 17.40 217.44
0.000 0.000 16.91 211.31
0.000 0.000 17.64 220.50
INDO AREA TOTAL AREA OF OPENINGS AREA ! OF CHB
0.000 5.171 5.03 62.87
5.635 5.635 2.91 36.31
0.000 0.000 11.47 143.38
0.800 0.800 12.88 161.00
0.800 0.800 10.40 130.00
0.000 0.000 10.83 135.34
1.400 2.870 13.78 172.25
0.800 2.270 10.29 128.66
1.645 1.645 10.51 131.31
4.900 4.900 5.05 63.06
5.635 8.802 7.44 93.04
4.900 4.900 6.12 76.50
0.000 0.000 3.00 37.50
0.000 0.000 9.28 116.00
0.000 1.260 4.05 50.63
INDO AREA TOTAL AREA OF OPENINGS AREA ! OF CHB
6.545 6.545 12.83 160.39
6.370 6.370 8.50 106.23
0.000 0.000 11.34 141.75
0.600 0.600 7.38 92.193.080 3.080 6.82 85.25
4.900 4.900 7.33 91.64
RAILINGS TOTAL AREA OF OPENINGS AREA ! OF CHB
0.000 0.000 6.07 75.90
2.602 2.602 6.51 81.33
2.602 2.602 5.05 63.182.700 2.700 6.41 80.10
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CHB PLASTERING
LA"ERS #H$0.2% NO. OF UNITS ! OF FACES THIC&NESS VOLUME
12.25 1 2 0.016 0.557
12.25 1 2 0.016 0.541
12.25 1 2 0.016 0.564
CHB PLASTERING
LA"ERS #H$0.2% NO. OF UNITS ! OF FACES THIC&NESS VOLUME
15.00 1 2 0.016 0.161
15.25 1 2 0.016 0.093
18.50 1 2 0.016 0.367
18.00 1 2 0.016 0.412
17.50 2 2 0.016 0.666
17.75 1 2 0.016 0.346
18.50 1 2 0.016 0.441
18.75 1 2 0.016 0.329
11.25 1 2 0.016 0.336
11.25 1 2 0.016 0.161
15.00 1 2 0.016 0.238
14.50 1 2 0.016 0.196
15.00 2 2 0.016 0.192
14.50 2 2 0.008 0.297
14.75 1 2 0.008 0.065
CHB PLASTERING
LA"ERS #H$0.2% NO. OF UNITS ! OF FACES THIC&NESS VOLUME
14.00 1 2 0.016 0.411
14.00 1 2 0.016 0.272
13.50 1 2 0.016 0.363
14.50 1 2 0.016 0.23613.75 1 2 0.016 0.218
13.50 1 2 0.016 0.235
CHB PLASTERING
LA"ERS #H$0.2% NO. OF UNITS ! OF FACES THIC&NESS VOLUME
7.50 1 2 0.008 0.097
7.50 1 2 0.016 0.208
7.50 1 2 0.016 0.1627.50 1 2 0.016 0.205
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CHB MORTAR
CEMENT#'()*% SAND T +,-/ CHB VOLUME CEMENT#'()*%
11 0.56 0.012 0.15 0.157 2
10 0.55 0.012 0.15 0.152 2
11 0.57 0.012 0.15 0.159 2
CHB MORTAR
CEMENT#'()*% SAND T +,-/ CHB VOLUME CEMENT#'()*%
3 0.17 0.012 0.15 0.092 2
2 0.10 0.012 0.15 0.077 1
7 0.37 0.012 0.15 0.103 2
8 0.42 0.012 0.15 0.123 2
12 0.67 0.012 0.15 0.202 3
7 0.35 0.012 0.15 0.097 2
8 0.45 0.012 0.15 0.150 2
6 0.33 0.012 0.15 0.113 2
7 0.34 0.012 0.15 0.109 2
3 0.17 0.012 0.15 0.090 2
5 0.24 0.012 0.15 0.146 2
4 0.20 0.012 0.15 0.099 2
4 0.20 0.012 0.15 0.054 1
6 0.30 0.012 0.15 0.167 3
2 0.07 0.012 0.15 0.048 1
CHB MORTAR
CEMENT#'()*% SAND T +,-/ CHB VOLUME CEMENT#'()*%
8 0.42 0.012 0.15 0.174 3
5 0.28 0.012 0.15 0.134 2
7 0.37 0.012 0.15 0.102 2
5 0.24 0.012 0.15 0.072 14 0.22 0.012 0.15 0.089 2
5 0.24 0.012 0.15 0.110 2
CHB MORTAR
CEMENT#'()*% SAND T +,-/ CHB VOLUME CEMENT#'()*%
2 0.10 0.012 0.15 0.055 1
4 0.21 0.012 0.15 0.082 1
3 0.17 0.012 0.15 0.069 14 0.21 0.012 0.15 0.082 1
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CHB FILLER
SAND THIC&NESS VOLUME CEMENT#'()*% SAND GRAVEL
0.16 0.006 1.305 8 0.66 1.31
0.16 0.006 1.268 8 0.64 1.27
0.16 0.006 1.323 8 0.67 1.33
CHB FILLER
SAND THIC&NESS VOLUME CEMENT#'()*% SAND GRAVEL
0.10 0.006 0.377 3 0.19 0.38
0.08 0.006 0.218 2 0.11 0.22
0.11 0.006 0.860 6 0.44 0.87
0.13 0.006 0.966 6 0.49 0.97
0.21 0.006 1.560 10 0.78 1.56
0.10 0.006 0.812 5 0.41 0.82
0.15 0.006 1.034 7 0.52 1.04
0.12 0.006 0.772 5 0.39 0.78
0.11 0.006 0.788 5 0.4 0.79
0.09 0.006 0.378 3 0.19 0.38
0.15 0.006 0.558 4 0.28 0.56
0.10 0.006 0.459 3 0.23 0.46
0.06 0.006 0.450 3 0.23 0.45
0.17 0.003 0.696 5 0.35 0.7
0.05 0.003 0.152 1 0.08 0.16
CHB FILLER
SAND THIC&NESS VOLUME CEMENT#'()*% SAND GRAVEL
0.18 0.006 0.962 6 0.49 0.97
0.14 0.006 0.637 4 0.32 0.64
0.11 0.006 0.851 6 0.43 0.86
0.08 0.006 0.553 4 0.28 0.560.09 0.006 0.512 4 0.26 0.52
0.12 0.006 0.550 4 0.28 0.55
CHB FILLER
SAND THIC&NESS VOLUME CEMENT#'()*% SAND GRAVEL
0.06 0.003 0.228 2 0.12 0.23
0.09 0.006 0.488 3 0.25 0.49
0.07 0.006 0.379 3 0.19 0.380.09 0.006 0.481 3 0.25 0.49
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( BASEMENT
LOCATION LENGTH IDTH HEIGHT AREA
ALONG GL E 7.1 0.0160 2.3 16.33
ET. GL 1 " 4 7.6 0.0160 2.3 17.48
( GROUNDFLOOR
ALONG GL 5 3.95 0.0160 2.95 11.6525
4.59 0.0160 2.9 13.311
NEA# GL 5 3.4 0.0160 3.3 11.22
NEA# GL 4 3.8 0.0160 3.3 12.54
ALONG GL 4 6.85 0.0080 2.95 20.2075
3.75 0.0080 2.9 10.875
ET. GL 3 " 4 1.5 0.0080 3.3 4.95
ALONG 3 3.80 0.0080 3.00 11.45.48 0.0080 3.30 18.084
NEA# 3 5.20 0.0080 3.30 17.16
ALONG 2 8.75 0.0160 2.95 25.8125
5.20 0.0160 2.90 15.08
ALONG 7.22 0.0160 2.90 20.938
ALONG C 5.02 0.0080 2.90 14.558
3.50 0.0160 2.90 10.15
ET. C " D 1.80 0.0080 3.30 5.94
3.22 0.0080 3.30 10.626
ALONG D 1.80 0.0080 2.90 5.22
1.20 0.0160 2.90 3.48
ETWEEN D " E 5.02 0.0080 3.30 16.566
1.00 0.0080 3.30 3.3
1.20 0.0160 3.30 3.96
ALONG E 3.22 0.0080 3.30 10.626
ETWEEN E " F 1.80 0.0080 2.90 5.22
3.22 0.0080 3.30 10.626
ALONG F 5.02 0.0160 2.90 14.558
5.05 0.0160 2.90 14.645
5.05 0.0160 2.90 14.645
( SECOND FLOOR
ALONG 3.60 0.0160 2.80 10.08
4.12 0.0160 2.80 11.536
ETWEEN " C 4.90 0.0080 2.80 13.72
ALONG C 1.20 0.0080 2.80 3.36
4.10 0.0080 2.80 11.48
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ETWEEN C " D 8.87 0.0080 2.80 24.836
ALONG D 1.50 0.0080 2.80 4.2
ETWEEN D " E 5.52 0.0080 2.80 15.456
ALONG D 6.60 0.0080 2.80 18.48
ETWEEN D " F 5.13 0.0080 2.80 14.364
ETWEEN E " F 5.00 0.0160 2.80 14
ALONG F 5.13 0.0160 2.80 14.364ALONG 2 17.16 0.0160 2.80 48.048
ALONG 3 " 4 8.60 0.0080 2.80 24.08
( ROOFTOP
ALONG E 4.05 0.0080 1.50 6.072
ETWEEN 1 " 2 6.07 0.0160 1.50 9.108
NEA# F 3.10 0.0160 1.50 4.656
ETWEEN 3 " 4 6.07 0.0160 1.50 9.108
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ALLS
AREA OF DOORS$INDOS TOTAL AREA
PLASTERING #CLA
VOLUME !BOC
0 16.33 0.52256 9.40608
0 17.48 0.55936 10.06848
0 11.6525 0.37288 6.71184
0 13.311 0.425952 7.667136
5.1706 6.0494 0.35904 6.46272
2.8 9.74 0.40128 7.22304
0 20.2075 0.32332 5.81976
0 10.875 0.174 3.132
0 4.95 0.0792 1.4256
1.68 9.72 0.1824 3.28320 18.084 0.289344 5.208192
2.52 14.64 0.27456 4.94208
3.29 22.5225 0.826 14.868
5.08 10 0.48256 8.68608
5.6 15.338 0.670016 12.060288
2.94 11.618 0.232928 4.192704
0 10.15 0.3248 5.8464
1.26 4.68 0.09504 1.71072
0 10.626 0.170016 3.060288
1.68 3.54 0.08352 1.50336
0 3.48 0.11136 2.00448
0 16.566 0.265056 4.771008
0 3.3 0.0528 0.9504
0 3.96 0.12672 2.28096
0 10.626 0.170016 3.060288
2.94 2.28 0.08352 1.50336
1.47 9.156 0.170016 3.060288
4.9 9.658 0.465856 8.385408
10.0706 4.5744 0.46864 8.43552
10.0706 4.5744 0.46864 8.43552
4.9 5.18 0.32256 5.80608
3.284 8.252 0.369152 6.644736
2.32 11.4 0.21952 3.95136
0 3.36 0.05376 0.96768
0 11.48 0.18368 3.30624
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0 24.836 0.397376 7.152768
0 4.2 0.0672 1.2096
2.32 13.136 0.247296 4.451328
0 18.48 0.29568 5.32224
4.2 10.164 0.229824 4.136832
5.635 8.365 0.448 8.064
4.9 9.464 0.459648 8.27366410.47 37.578 1.537536 27.675648
4.41 19.67 0.38528 6.93504
0 6.072 0.097152 1.748736
2.6 6.508 0.291456 5.246208
2.6 2.056 0.148992 2.681856
2.60 6.508 0.291456 5.246208
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S A% LA"ERING
NO. OF CHBSAND AREA VOLUME !BOC SAND
0.52256 11.5 0.14697 1.76364 0.14697 204.125
0.55936 11.5 0.15732 1.88784 0.15732 218.5
0.37288 14.75 0.1048725 1.25847 0.1048725 145.65625
0.425952 14.5 0.119799 1.437588 0.119799 166.3875
0.35904 16.5 0.10098 1.21176 0.10098 75.6175
0.40128 16.5 0.11286 1.35432 0.11286 121.75
0.32332 14.75 0.1818675 2.18241 0.1818675 252.59375
0.174 14.5 0.097875 1.1745 0.097875 135.9375
0.0792 16.5 0.04455 0.5346 0.04455 61.875
0.1824 15 0.1026 1.2312 0.1026 121.50.289344 16.5 0.162756 1.953072 0.162756 226.05
0.27456 16.5 0.15444 1.85328 0.15444 183
0.826 14.75 0.2323125 2.78775 0.2323125 281.53125
0.48256 14.5 0.13572 1.62864 0.13572 125
0.670016 14.5 0.188442 2.261304 0.188442 191.725
0.232928 14.5 0.131022 1.572264 0.131022 145.225
0.3248 14.5 0.09135 1.0962 0.09135 126.875
0.09504 16.5 0.05346 0.64152 0.05346 58.5
0.170016 16.5 0.095634 1.147608 0.095634 132.825
0.08352 14.5 0.04698 0.56376 0.04698 44.25
0.11136 14.5 0.03132 0.37584 0.03132 43.5
0.265056 16.5 0.149094 1.789128 0.149094 207.075
0.0528 16.5 0.0297 0.3564 0.0297 41.25
0.12672 16.5 0.03564 0.42768 0.03564 49.5
0.170016 16.5 0.095634 1.147608 0.095634 132.825
0.08352 14.5 0.04698 0.56376 0.04698 28.5
0.170016 16.5 0.095634 1.147608 0.095634 114.45
0.465856 14.5 0.131022 1.572264 0.131022 120.725
0.46864 14.5 0.131805 1.58166 0.131805 57.18
0.46864 14.5 0.131805 1.58166 0.131805 57.18
0.32256 14 0.09072 1.08864 0.09072 64.75
0.369152 14 0.103824 1.245888 0.103824 103.15
0.21952 14 0.12348 1.48176 0.12348 142.5
0.05376 14 0.03024 0.36288 0.03024 42
0.18368 14 0.10332 1.23984 0.10332 143.5
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0.397376 14 0.223524 2.682288 0.223524 310.45
0.0672 14 0.0378 0.4536 0.0378 52.5
0.247296 14 0.139104 1.669248 0.139104 164.2
0.29568 14 0.16632 1.99584 0.16632 231
0.229824 14 0.129276 1.551312 0.129276 127.05
0.448 14 0.126 1.512 0.126 104.5625
0.459648 14 0.129276 1.551312 0.129276 118.31.537536 14 0.432432 5.189184 0.432432 469.725
0.38528 14 0.21672 2.60064 0.21672 245.875
0.097152 7.5 0.054648 0.655776 0.054648 75.9
0.291456 7.5 0.081972 0.983664 0.081972 81.35
0.148992 7.5 0.041904 0.502848 0.041904 25.7
0.291456 7.5 0.081972 0.983664 0.081972 81.35
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CHB FILLER #CLASS B%
CHB FILL VOL. VOLUME !BOC SAND GRAVEL
0.003 0.612375 3.67425 0.3061875 0.612375
0.003 0.6555 3.933 0.32775 0.6555
0.006 0.8739375 5.243625 0.4369688 0.8739375
0.006 0.998325 5.98995 0.4991625 0.998325
0.006 0.453705 2.72223 0.2268525 0.453705
0.006 0.7305 4.383 0.36525 0.7305
0.003 0.75778125 4.5466875 0.3788906 0.7577813
0.003 0.4078125 2.446875 0.2039063 0.4078125
0.003 0.185625 1.11375 0.0928125 0.185625
0.003 0.3645 2.187 0.18225 0.36450.003 0.67815 4.0689 0.339075 0.67815
0.003 0.549 3.294 0.2745 0.549
0.006 1.6891875 10.135125 0.8445938 1.6891875
0.006 0.75 4.5 0.375 0.75
0.006 1.15035 6.9021 0.575175 1.15035
0.003 0.435675 2.61405 0.2178375 0.435675
0.006 0.76125 4.5675 0.380625 0.76125
0.003 0.1755 1.053 0.08775 0.1755
0.003 0.398475 2.39085 0.1992375 0.398475
0.003 0.13275 0.7965 0.066375 0.13275
0.006 0.261 1.566 0.1305 0.261
0.003 0.621225 3.72735 0.3106125 0.621225
0.003 0.12375 0.7425 0.061875 0.12375
0.006 0.297 1.782 0.1485 0.297
0.003 0.398475 2.39085 0.1992375 0.398475
0.003 0.0855 0.513 0.04275 0.0855
0.003 0.34335 2.0601 0.171675 0.34335
0.006 0.72435 4.3461 0.362175 0.72435
0.006 0.34308 2.05848 0.17154 0.34308
0.006 0.34308 2.05848 0.17154 0.34308
0.006 0.3885 2.331 0.19425 0.3885
0.006 0.6189 3.7134 0.30945 0.6189
0.003 0.4275 2.565 0.21375 0.4275
0.003 0.126 0.756 0.063 0.126
0.003 0.4305 2.583 0.21525 0.4305
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0.003 0.93135 5.5881 0.465675 0.93135
0.003 0.1575 0.945 0.07875 0.1575
0.003 0.4926 2.9556 0.2463 0.4926
0.003 0.693 4.158 0.3465 0.693
0.003 0.38115 2.2869 0.190575 0.38115
0.006 0.627375 3.76425 0.3136875 0.627375
0.006 0.7098 4.2588 0.3549 0.70980.006 2.81835 16.9101 1.409175 2.81835
0.003 0.737625 4.42575 0.3688125 0.737625
0.003 0.2277 1.3662 0.11385 0.2277
0.006 0.4881 2.9286 0.24405 0.4881
0.006 0.1542 0.9252 0.0771 0.1542
0.006 0.4881 2.9286 0.24405 0.4881
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DESCRIPTION LOCATION LENGTH #% IDTH #'%
F1 1.30 1.30
F2 1.50 1.50
F3 1.80 1.80
F4 1.20 0.80
DESCRIPTION
SCHEDULES
LOCATION ( D LENGTH IDTH
C1 0.3 0.4 1.2
C1 0.3 0.4 2.5
C1 0.3 0.4 3.5
C2 0.4 0.4 1.2C2 0.4 0.4 3.5
C3 0.4 0.6 2.5
C3 0.4 0.6 3.5
C4 0.4 0.5 1.2
DESCRIPTION
SCHEDULES
LOCATION ( D LENGTH IDTH
C1 0.3 0.4 1.2
C1 0.3 0.4 2.5
C1 0.3 0.4 3.5
C2 0.4 0.4 1.2
C2 0.4 0.4 3.5
C3 0.4 0.6 2.5
C3 0.4 0.6 3.5
C4 0.4 0.5 1.2
DESCRIPTION
SCHEDULES
LOCATION ( D LENGTH IDTH
C1 0.3 0.4 1.2
C1 0.3 0.4 2.5
C1 0.3 0.4 3.5
C2 0.4 0.4 1.2
C2 0.4 0.4 3.5
C3 0.4 0.6 2.5
C3 0.4 0.6 3.5
C4 0.4 0.5 1.2
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DESCRIPTION
SCHEDULES
LOCATION ( D LENGTH IDTH
C1 0.3 0.4 1.2
C1 0.3 0.4 2.5
C1 0.3 0.4 3.5C2 0.4 0.4 1.2
C2 0.4 0.4 3.5
C3 0.4 0.6 2.5
C3 0.4 0.6 3.5
C4 0.4 0.5 1.2
DESCRIPTION
SCHEDULES
LOCATION ( D LENGTH IDTHC1 0.3 0.4
C1 0.3 0.4
C1 0.3 0.4
C2 0.4 0.4
C2 0.4 0.4
C3 0.4 0.6
C3 0.4 0.6
C4 0.4 0.5
DESCRIPTION
SCHEDULES
LOCATIONBASE #'% HEIGHT #/%
2G1 0.35 0.65
2G2 0.3 0.5
G#O(NDFLOO#ALONG GL F
2ND FLOO# ALONGGL A5*C5
G#O(NDFLOO#ALONG GL E2*F2
G#O(NDFLOO#ALONG GL E4*F4
2ND FLOO# ALONGGL 2*3
2ND FLOO# ALONGGL 3*5
2ND FLOO# ALONGGL C2*C5
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2G30.25 0.45
2ND FLOO# ALONGGL D2*D4
2ND FLOO# ALONGGL D4*D5
2ND FLOO# NEA#GL E2*E5
2ND FLOO# ALONGGL F
2ND FLOO# NEA#GL F
2ND FLOO# ALONGGL D2*E2
2ND FLOO# ALONGGL D4*E4
2ND FLOO# NEA#GL 5
2ND FLOO# ALONGGL 5
#OOF DEC+ ALONGGL D2*E2
#OOF DEC+ ET.GL E*F
#OOF DEC+ ALONGF2*F4
G#O(NDFLOO#ALONG GL E
G#O(NDFLOO#ALONG GL 1
G#O(NDFLOO#NEA# GL 4
2ND FLOO# AO'EGL 2
2ND FLOO# ALONGGL 2
2ND FLOO# ELOWGL 2
2ND FLOO# ALONGGL 4*D4
2ND FLOO# ET.E4*F4
2ND FLOO# ALONGC5*D5
2ND FLOO# ET.E5*F5
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210.2 0.4
220.2 0.3
C)#C10.25 0.4
#OOF DEC+ ALONGGL E2*F2
#OOF DEC+ ET.GL E4*F4
#OOF DEC+ ALONGGL C4*C5
G#O(NDFLOO#ET. GL 2*3
2ND FLOO# ALONGGL 3
2ND FLOO# ET.GL 2*3
2ND FLOO# ET.GL 4*5
2ND FLOO# ET.GL 1*2
2ND FLOO# ET GL4*5
2ND FLOO# #IGHT%IDE GL F
2ND FLOO# ELOWGL 5
#OOF DEC+ ET.GL 1*2
#OOF DEC+ ET.GL 2*4
#OOF DEC+ #IGHT%IDE GL F
2ND FLOO# ET.GL D*E
2ND FLOO# ET.GL E*F
2ND FLOO# NEA#GL D
2ND FLOO# ALONGGL E
2ND FLOO# NEA#GL E
#OOF DEC+ ETGL E*F
#OOF DEC+ ALONGGL F
#OOF DEC+ NEA#GL
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#10.25 0.4
FT*10.25 0.35
WF*1
#OOF DEC+ ETGL 4*5
#OOF DEC+ ALONGGL F
#OOF DEC+ ET.GL E*F
#OOF DEC+ #IGHT%IDE GL F2
#OOF DEC+ #IGHT%IDE GL F4
#OOF DEC+ AO'EGL 2
#OOF DEC+ ALONGGL 2
#OOF DEC+ ALONGGL
#OOF DEC+ ALONGGL 5
#OOF DEC+ ET.GL E5*F5
FO(NDATIONALONG GL E
FO(NDATIONALONG GL F
FO(NDATIONALONG GL E1*F1
FO(NDATIONALONG GL E4*F4
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FOOTING
T" #UNITS% TOTAL
ALONG L ALONG B ALONG L
0.020 4.00 4.00 1.83
0.020 5.00 6.00 2.03
0.020 7.00 7.00 2.33
0.020 4.00 3.00 1.73
COLUMNS
HEIGTH #/% T" #UNITS% LENGTH
9.45 0.020 6 10.65
10.75 0.020 6 13.25
11.75 0.020 6 15.25
9.45 0.020 8 10.6511.75 0.020 8 15.25
10.75 0.020 10 13.25
11.75 0.020 10 15.25
9.45 0.025 8 10.65
COLUMN TIES ( GROUND FLOOR
VERT. HEIGTH #/% SPACING
4.40 0.010 10.00 10
4.40 0.010 13.61 13
4.40 0.010 16.39 16
4.40 0.010 10.00 10
4.40 0.010 16.39 16
4.40 0.010 13.61 13
4.40 0.010 16.39 16
4.40 0.010 10.00 10
COLUMN TIES ( GROUND FLOOR
VERT. HEIGTH #/% SPACING
2.80 0.010 3.89 3
2.80 0.010 3.89 3
2.80 0.010 3.89 3
2.80 0.010 3.89 3
2.80 0.010 3.89 3
2.80 0.010 3.89 3
2.80 0.010 3.89 3
2.80 0.010 3.89 3
DIA. #%
DIA. #%
DIA. #%T" #UNITS% (
180 O.C
DIA. #%T" #UNITS% (
180 O.C
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OINT TIES ( GROUND FLOOR
VERT. HEIGTH #/% SPACING
4.40 0.010 18.00 18
4.40 0.010 24.50 24
4.40 0.010 29.50 294.40 0.010 18.00 18
4.40 0.010 29.50 29
4.40 0.010 24.50 24
4.40 0.010 29.50 29
4.40 0.010 18.00 18
OINT TIES ( GROUND FLOOR
VERT. HEIGTH #/% SPACING2.80 0.010 7.00 7
2.80 0.010 7.00 7
2.80 0.010 7.00 7
2.80 0.010 7.00 7
2.80 0.010 7.00 7
2.80 0.010 7.00 7
2.80 0.010 7.00 7
2.80 0.010 7.00 7
BEAMS
LENGTH ANCHORAGE
6.10 0.025 0.60 0.05
5.94 0.025 0.60 0.05
5.40 0.020 0.60 0.05
5.00 0.020 0.60 0.05
3.12 0.020 0.60 0.05
6.75 0.020 0.60 0.05
10.07 0.020 0.60 0.05
DIA. #%SPACING (100 O.C.
DIA. #%
SPACING (
100 O.C.
DIA. #%CONCRETECOVERING
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4.57 0.020 0.60 0.05
4.35 0.020 0.60 0.05
9.52 0.020 0.60 0.05
4.17 0.020 0.60 0.05
4.75 0.020 0.60 0.05
4.02 0.020 0.60 0.05
4.22 0.020 0.60 0.05
4.32 0.020 0.60 0.05
0.020 0.60 0.05
3.97 0.020 0.60 0.05
4.77 0.020 0.60 0.05
4.87 0.020 0.60 0.05
6.75 0.020 0.60 0.05
0.020 0.60 0.05
5.25 0.020 0.60 0.05
3.2 0.020 0.60 0.05
3.48 0.020 0.60 0.05
5 0.020 0.60 0.05
7.08 0.020 0.60 0.05
4.4 0.020 0.60 0.05
3.48 0.020 0.60 0.05
0.020 0.60 0.05
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5.1 0.020 0.60 0.05
4.4 0.020 0.60 0.05
4.5 0.020 0.60 0.05
0.020
0.020
0.020
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0.020
0.016
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TIE LENGTH
38 1.475
50 1.475
60 1.47538 1.675
60 1.675
50 2.075
60 2.075
38 1.875
TIE LENGTH16 1.475
16 1.475
16 1.475
16 1.675
16 1.675
16 2.075
16 2.075
16 1.875
TOTAL LENGTH ,T- * 6m / D
7.520 2
7.360 3
6.805 3
6.405 2
4.525 3
8.155 3
11.475 3
TIES ( 100O.C.
TIES ( 100
O.C.
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5.975 2
5.755
10.925
5.575
6.155
5.425
5.625
5.725
1.405
5.375
6.175
6.275
8.155
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%(TOTAL
D t D
0.255
3.655
1.655
0.2551.655
3.655
1.655
0.240
TIE LENGTH
1.475
1.475
1.475
1.675
1.675
2.075
2.075
1.875
TIE LENGTH
1.475
1.475
1.475
1.675
1.675
2.075
2.075
1.875
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%(TOTAL
D t D
4.480
10.640
11.195
12.000
18.000
18.000
18.000
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12.000
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FOOTINGDESCRIPTION LOCATION LENGTH #% IDTH #'%
F1 1.30 1.30
F2 1.50 1.50
F3 1.80 1.80F4 1.20 0.80
COLUMNSDESCRIPTION LOCATION #( D% HEIGHT #/% DIAMETER
C1 1.2 9.45 0.020
C1 2.5 10.75 0.020
C1 3.5 11.75 0.020C2 1.2 9.45 0.020
C2 3.5 11.75 0.020
C3 2.5 10.75 0.020
C3 3.5 11.75 0.020
C4 1.2 9.45 0.025
DESCRIPTION LOCATION #( D% LENGTH IDTH
C1 1.2 0.30 0.40
C1 2.5 0.30 0.40
C1 3.5 0.30 0.40
C2 1.2 0.40 0.40
C2 3.5 0.40 0.40
C3 2.5 0.40 0.60
C3 3.5 0.40 0.60
C4 1.2 0.40 0.50
COLUMN TIES #GROUND FLOOR%
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T" #UNITS% CONCRE
DIAMETER ALONG L ALONG B C.C.
0.020 4.00 4.00 0.075
0.020 5.00 6.00 0.075
0.020 7.00 7.00 0.0750.020 4.00 3.00 0.075
T" #UNITS% LENGTH LAP SPLICE$S #% A
6 10.65 0.6 2.295
6 13.25 0.6 3.595
6 15.25 0.6 4.5958 10.65 0.6 2.295
8 15.25 0.6 4.595
10 13.25 0.6 3.595
10 15.25 0.6 4.595
8 10.65 0.6 2.31
DIAMETER VERT. HEIGHT #/% T" #UNITS% ( 180 O.C.
0.010 4.40 10.00
0.010 4.40 13.61
0.010 4.40 16.39
0.010 4.40 10.00
0.010 4.40 16.39
0.010 4.40 13.61
0.010 4.40 16.39
0.010 4.40 10.00
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E COVER LENGTH TOTAL LENGTH FOR BARS
UNITS ALONG L ALONG B ALONG L ALONG B
2 1.15 1.15 1.83 1.83
2 1.35 1.35 2.03 2.03
2 1.65 1.65 2.33 2.332 1.05 0.65 1.73 1.33
TOTAL LENGTH T" 6 ) DB
12.345 3
14.945 3
16.945 312.345 3
16.945 3
14.945 3
16.945 3
12.360 3
SPACING TIES 180 O.C. SPACING 100 O.C.
10 22 7.00
13 28 7.00
16 34 7.00
10 22 7.00
16 34 7.00
13 28 7.00
16 34 7.00
10 22 7.00
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TIES 100 O.C. TOTAL TIES TIE LENGTH
16 38 1.475
16 44 1.475
16 50 1.475
16 38 1.675
16 50 1.675
16 44 2.075
16 50 2.075
16 38 1.875
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FOOTING TOTAL LENGTH
EO.CONC#ETE
%ECIFICATION LOCATION WIDTH LENGTH CONC#ETE CO'.
F1 1.30 1.30 E. TO EA#TH 0.08
F1
F2
F2
F3
F3
F4
F4
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B O'.
A# %ECIFICATION(NIT% %ECIFICATION
2.00 1.15
2
2
2
2
2
2
2
TOTAL A#LENGTH
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EAMSLENGTH
C(#'E 2
LOCATION 11 DIAMETE# TOTAL
0.00 11 0.02 0.22
0.00 11 0.02 0.22
0.00 11 0.02 0.22
0.00 11 0.02 0.22
0.00 11 0.02 0.22
11
11
11
11
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DI%T OF C(#'E TO E %(T. CONC#ETE CO'.
4 DIAMETE# TOTAL CONC#ETE CO'. (NIT% TOTAL LENGTH
4 0.02 0.08 0.00 2 0.00 0.00
5 0.02 0.10 0.00 2 0.00
6 0.02 0.12 0.00 2 0.00
7 0.02 0.14 0.00 2 0.00
8 0.02 0.16 0.00 2 0.00
4
4
4
4
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GI'ENANCHO#AGE 2
2 TOTAL ( DOWN
2 0.00 0.14
2 1.00 1.12
2 2.00 2.10
2 3.00 3.08
2 4.00 4.06
2
2
2
2
TOTAL A# LENGTHLENGTH 11D*4:*CONC#ETE
CO'ANCHO#AGE
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A# %ECIFICATION
( DOWN %ECIFICATION
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OLUMNHEIGHT
LOCATION NAT. G#ADE LINE TILL # NAT. G#ADE TILL FTING TOTAL 11
0.00 0.00 0.00 11
0.00 0.00 0.00 11
0.00 0.00 0.00 11
0.00 0.00 0.00 11
0.00 0.00 0.00 11
0.00 0.00 0.00 11
0.00 0.00 0.00 11
0.00 0.00 0.00 11
0.00 0.00 0.00 11
0.00 0.00 0.00 11
0.00 0.00 0.00 11
0.00 0.00 0.00 11
8/16/2019 134 estimates
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C(#'E 2 DI%T OF C(#'E TO E %(T. ANCHO#AGE
DIAMETE# TOTAL 4 DIAMETE# TOTAL LENGTH 2
0.00 0.00 4 0.00 0.00 0.00 2
0.00 0.00 4 0.00 0.00 0.00 2
0.00 0.00 4 0.00 0.00 0.00 2
0.00 0.00 4 0.00 0.00 0.00 2
0.00 0.00 4 0.00 0.00 0.00 2
0.00 0.00 4 0.00 0.00 0.00 2
0.00 0.00 4 0.00 0.00 0.00 2
0.00 0.00 4 0.00 0.00 0.00 2
0.00 0.00 4 0.00 0.00 0.00 2
0.00 0.00 4 0.00 0.00 0.00 2
0.00 0.00 4 0.00 0.00 0.00 2
0.00 0.00 4 0.00 0.00 0.00 2
8/16/2019 134 estimates
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2
TOTAL
0.00 0.00
0.00 1.00
0.00 2.00
0.00 3.00
0.00 4.00
0.00 5.00
0.00 6.00
0.00 7.00
0.00 8.00
0.00 9.00
0.00 10.00
0.00 11.00
TOTAL A# LENGTHHEIGHT 11D*4:*CONC#ETE
CO'ANCHO#AGE
8/16/2019 134 estimates
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NUMBER OF
BEAMS
T-E TOTAL
%ECIFICATION LOCATION T-E
F1 3.80 A
F1 A
F2 A
F2 A
F3 A
F3 A
F4 A
F4 A
LENGTH TOTAL$LT&
8/16/2019 134 estimates
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%ACE 1 %ACE 2
%ACING (NIT% %ACING (NIT% %ACING
0.05 1 0.1 0.1 9 1.8 0.15
TOTAL 2 TOTAL 2
8/16/2019 134 estimates
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N(ME# OF CL
%ACE3 CL %ACING LT*%ACE1T*%ACE2T *%ACE3T
(NIT% 2 )2$CL %ACING&
5 1.5 0.4 0.40 1.00
LT*%ACE1T*%ACE2T*%ACE3T
TOTAL 2
8/16/2019 134 estimates
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LENGTH
BEAMSL(% 1 %ECIFICATION LOCATION
2.00
N(ME# OF CL
A#%
8/16/2019 134 estimates
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OF
CONC#ETE CO'. LENGTH
CONC#ETE CO'. 2 GIVEN
0.00 0.00 0.20 0.20
GI'EN * 2CONC. CO'
8/16/2019 134 estimates
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A%E
2 GI'EN 2
0.40 0.40 0.40 0.80
GI'EN * 2CONC. CO'
8/16/2019 134 estimates
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C(#'E C(#'E
DIAMETE# 4 (NIT% TOTAL DIAMETE# 5.5 (NIT%
0.20 0.80 5 4.00 0.20 1.10 5
8/16/2019 134 estimates
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%TANDA#D HOO+ TOTAL LENGTH
TOTAL LENGTH 2
5.50 0.10 0.20 2.90
8/16/2019 134 estimates
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A# %ECIFICATION