134 estimates

8/16/2019 134 estimates

http://slidepdf.com/reader/full/134-estimates 1/67

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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


8/16/2019 134 estimates


$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



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



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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


8/16/2019 134 estimates


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


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


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


8/16/2019 134 estimates


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

8/16/2019 134 estimates


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


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


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

8/16/2019 134 estimates


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


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


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


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

8/16/2019 134 estimates


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


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


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


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

8/16/2019 134 estimates


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


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


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


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

8/16/2019 134 estimates


( 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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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


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


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

8/16/2019 134 estimates


DESCRIPTION

SCHEDULES


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


#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

8/16/2019 134 estimates


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


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

8/16/2019 134 estimates


OINT TIES ( GROUND FLOOR


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


0.020

0.016

8/16/2019 134 estimates


8/16/2019 134 estimates


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.

8/16/2019 134 estimates


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

8/16/2019 134 estimates


8/16/2019 134 estimates


%(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

8/16/2019 134 estimates


%(TOTAL

D t D

4.480

10.640

11.195

12.000

18.000

18.000

18.000

8/16/2019 134 estimates


12.000

8/16/2019 134 estimates


8/16/2019 134 estimates


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%

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


B O'.

A# %ECIFICATION(NIT% %ECIFICATION

2.00 1.15

2

2

2

2

2

2

2

TOTAL A#LENGTH

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


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

8/16/2019 134 estimates


A# %ECIFICATION

( DOWN %ECIFICATION

8/16/2019 134 estimates


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


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


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


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


%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


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


LENGTH

BEAMSL(% 1 %ECIFICATION LOCATION

2.00

N(ME# OF CL

A#%

8/16/2019 134 estimates


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


A%E

2 GI'EN 2

0.40 0.40 0.40 0.80

GI'EN * 2CONC. CO'

8/16/2019 134 estimates


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


%TANDA#D HOO+ TOTAL LENGTH

TOTAL LENGTH 2

5.50 0.10 0.20 2.90

8/16/2019 134 estimates


A# %ECIFICATION

134 estimates

Documents