Chb Reinforcement.xlsx
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CHB WALL ESTIMATE ( REINFORCEMENT ) FOR EXTERNAL WALLS USING 15 x 20 x 40 CHB WALL DESCRIPTION LOCATION
GROUND FLOOR(LEFTRIGHT-REAR AND FACADE)
SECOND FLOOR(LEFTRIGHT-REAR AND FACADE)
THIRD FLOOR(LEFTRIGHT-REAR AND FACADE)
FOURTH FLOOR(LEFTRIGHT-REAR AND FACADE)
ROOF DECK(LEFT-RIGHTREAR AND FACADE)
L
H
27.6 27.6 30.6 30.6 27.6 27.6 30.6 30.6 27.6 27.6 30.6 30.6 27.6 27.6 30.6 30.6 5 5 5 5
3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3 3 3 3
NO. OF CHB
AREA AREA (SQ. OPENING TOTAL AREA METER) (SQ. METER) (SQ. METER) 106.26 106.26 117.81 117.81 106.26 106.26 117.81 117.81 106.26 106.26 117.81 117.81 106.26 106.26 117.81 117.81 15 15 15 15 TOTAL
40.05 45.7 43.86 75.6 56.18 56.18 39.49 84.42 56.18 66.15 64.69 84.42 14.94 3.96 9.24 7.56 0 0 0 1.44
66.21 60.56 73.95 42.21 50.08 50.08 78.32 33.39 50.08 40.11 53.12 33.39 91.32 102.3 108.57 110.25 15 15 15 13.56
TOTAL NO. APPROX. NO. OF CHB OF CHB 827.625 757 924.375 527.625 626 626 979 417.375 626 501.375 664 417.375 1141.5 1278.75 1357.125 1378.125 187.5 187.5 187.5 169.5
828 757 925 528 626 626 979 418 626 502 664 418 1142 1279 1358 1379 188 188 188 170 13789
NO. OF VERTICAL BARS SP. @ 80 CM (PCS @ 6M) 18 17 20 12 14 14 21 9 14 11 15 9 25 28 29 30 4 4 4 4 295
NO. OF HORIZONTAL NO. OF TIE WIRE BARS USED (0.30 M/PC) KG EVERY 3 LAYERS 24 22 27 16 18 18 29 12 18 15 20 12 33 37 39 40 6 6 6 5 396
1.3248 1.2112 1.48 0.8448 1.0016 1.0016 1.5664 0.6688 1.0016 0.8032 1.0624 0.6688 1.8272 2.0464 2.1728 2.2064 0.3008 0.3008 0.3008 0.272 26.1991
CHB WALL ESTIMATE ( REINFORCEMENT ) FOR INTERNAL WALLS USING 10 x 20 x 40 CHB WALL DESCRIPTION LOCATION
BASEMENT GROUND FLOOR(LEFTRIGHT-REAR AND FACADE) SECOND FLOOR(LEFTRIGHT-REAR AND FACADE) THIRD FLOOR(LEFTRIGHT-REAR AND FACADE) FOURTH FLOOR(LEFTRIGHT-REAR AND FACADE)
ROOF DECK
L
H
9.2 14.4 4.6 9 18.8 18.8 14 18.8 18.8 14 26.6 26.6 34.4 9.2 5
3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3
NO. OF CHB
AREA AREA (SQ. OPENING TOTAL AREA METER) (SQ. METER) (SQ. METER) 35.42 55.44 17.71 34.65 72.38 72.38 53.9 72.38 72.38 53.9 102.41 102.41 132.44 35.42 15 TOTAL
0 0 0 9.03 0 41.64 1.58 0 41.64 1.58 6.21 6.21 15.96 4.14 0
35.42 55.44 17.71 25.62 72.38 30.74 52.32 72.38 30.74 52.32 96.2 96.2 116.48 31.28 15
TOTAL NO. APPROX. NO. OF CHB OF CHB 442.75 693 221.375 320.25 904.75 384.25 654 904.75 384.25 654 1202.5 1202.5 1456 391 187.5
NO. OF VERTICAL BARS SP. @ 80 CM (PCS @ 6M)
NO. OF HORIZONTAL NO. OF TIE WIRE BARS USED (0.30 M/PC) KG EVERY 3 LAYERS
443 693 222 321 905 385 654 905 385 654 1203 1203 1456 391 188
10 15 5 7 20 9 14 20 9 14 26 26 32 9 5
13 20 7 10 26 12 19 26 12 19 35 35 42 12 6
0.8417 1.3167 0.4218 0.6099 1.7195 0.7315 1.2426 1.7195 0.7315 1.2426 2.2857 2.2857 2.7664 0.7429 0.3572
10008
214
287
19.0152
MASONRY ESTIMATE SUMMARY TOTAL NO. NO. OF TIE TOTAL TOTAL TOTAL SAND OF BAR WIRE IN KG LOCATION NO. OF CEMENT (CU. (6M IN (0.30 M/PC) CHB BAGS METER) LENGTH) BASEMEN T
443
3.60372
0.3
10
0.8417
G/F 2/F 3/F 4/F
4272 4593 4593 5038
589.73 601.49 535.37 572.68
48.89 49.87 44.39 47.25
220 235 214 245
8.9287 7.932 7.2296 16.6907
ROOF DECK
922
131.22
10.88
53
1.5316
977
43.1543
TOTAL 19861
2492 206.63
MASONRY ESTIMATE SUMMARY LOCATION NO. 4X8 BOARD BASEMEN 153 T 153 G/F 153 2/F 153 3/F 153 4/F ROOF DECK TOTAL
0 765
TAPE ROLL
OF JOINT COMPOUND POUNDS SCREW
8
259
16.3
8 8 8 8
259 259 259 259
16.3 16.3 16.3 16.3
0
0
0
1295
81.5
40
CHB WALL ESTIMATE
FOR INTERNAL WALLS USING 10 x 20 x 40 C WALL DESCRIPTION LOCATION
BASEMENT GROUND FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR ROOF DECK
NO. OF CHB
AREA AREA (SQ. OPENING TOTAL AREA TOTAL NO. APPROX. (SQ. NO. OF METER) (SQ. METER) OF CHB METER) CHB
L
H
22.4
4.1
91.84
0
91.84
1148
1148
22.4 48.6 23.7 22.4 50.2 21 22.4 50.6 50.5 22.4 45.6 39.8 34.7 22.4
3.6 3.6 3.85 3.6 3.6 3.85 3.6 3.6 3.85 3.6 3.6 3.85 3.85 1.5
80.64 174.96 91.245 80.64 180.72 80.85 80.64 182.16 194.425 80.64 164.16 153.23 133.595 33.6 TOTAL
0 35.49 9.03 0 53.55 6.3 0 41.64 13.5 0 7.56 15.96 9.03 0
80.64 139.47 82.215 80.64 127.17 74.55 80.64 140.52 180.925 80.64 156.6 137.27 124.565 33.6
1008 1743.375 1027.6875 1008 1589.625 931.875 1008 1756.5 2261.5625 1008 1957.5 1715.875 1557.0625 420
1008 1744 1028 1008 1590 932 1008 1757 2262 1008 1958 1716 1558 420 20145
CHB WALL ESTIMATE
FOR EXTERNAL WALLS USING 15 x 20 x 40 C WALL DESCRIPTION LOCATION
GROUND FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
ROOF DECK
L
H
26 26 16.5 16.5 26 26 16.5 16.5 26 26 16.5 16.5 26 26 16.5 16.5 26 26 16.5 16.5
3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 1.5 1.5 1.5 1.5
NO. OF CHB
AREA AREA (SQ. OPENING TOTAL AREA TOTAL NO. APPROX. (SQ. NO. OF METER) (SQ. METER) OF CHB METER) CHB 93.6 93.6 59.4 59.4 93.6 93.6 59.4 59.4 93.6 93.6 59.4 59.4 93.6 93.6 59.4 59.4 39 39 24.75 24.75 TOTAL
49.312 0 7.56 20.652 51 0 9.24 16.56 38.52 24 27.24 25.56 14.94 3.96 9.24 7.56 0 0 0 0
44.288 93.6 51.84 38.748 42.6 93.6 50.16 42.84 55.08 69.6 32.16 33.84 78.66 89.64 50.16 51.84 39 39 24.75 24.75
553.6 1170 648 484.35 532.5 1170 627 535.5 688.5 870 402 423 983.25 1120.5 627 648 487.5 487.5 309.375 309.375
554 1170 648 485 533 1170 627 536 689 870 402 423 984 1121 627 648 488 488 310 310 13083
STIMATE
NG 10 x 20 x 40 CHB MORTAR ("B" MIXTURE CLASS) 12 MM THICK CHB LAYING AND FILLER
PLASTER ( 25 MM THICK)
TOTAL CEMENT BAGS
TOTAL SAND (CU. METER)
CEMENT
SAND
CEMENT
SAND
49
5
36
3
85
8
43 74 44 43 67 40 43 74 95 43 83 73 66 18 855
4 7 4 4 6 4 4 7 8 4 7 7 6 2 79
31 54 32 31 49 29 31 54 70 31 61 53 48 13 623
3 5 3 3 5 3 3 5 6 3 6 5 4 2 59
74 128 76 74 116 69 74 128 165 74 144 126 114 31 1478
7 12 7 7 11 7 7 12 14 7 13 12 10 4 138
STIMATE
NG 15 x 20 x 40 CHB MORTAR ("B" MIXTURE CLASS) 12 MM THICK CHB LAYING AND FILLER
PLASTER ( 25 MM THICK)
TOTAL CEMENT BAGS
TOTAL SAND (CU. METER)
CEMENT
SAND
CEMENT
SAND
45 95 53 40 44 95 51 44 56 71 33 35 80 91 51 53 40 40 26 26
4 8 5 4 4 8 5 4 5 6 3 3 7 8 5 5 4 4 3 3
18 36 20 15 17 36 20 17 22 27 13 13 31 35 20 20 15 15 10 10
2 3 2 2 2 3 2 2 2 3 2 2 3 3 2 2 2 2 1 1
63 131 73 55 61 131 71 61 78 98 46 48 111 126 71 73 55 55 36 36
6 11 7 6 6 11 7 6 7 9 5 5 10 11 7 7 6 6 4 4
1069
98
410
43
1479
141
GROUND FLOOR(LEFTRIGHT-REAR AND FACADE)
SECOND FLOOR(LEFTRIGHT-REAR AND FACADE)
THIRD FLOOR(LEFTRIGHT-REAR AND FACADE)
FOURTH FLOOR(LEFTRIGHT-REAR AND FACADE)
ROOF DECK(LEFT-RIGHTREAR AND FACADE)
L
H
27.6 27.6 30.6 30.6 27.6 27.6 30.6 30.6 27.6 27.6 30.6 30.6 27.6 27.6 30.6 30.6 5 5 5 5
3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3 3 3 3
NO. OF CHB
AREA AREA (SQ. OPENING TOTAL AREA METER) (SQ. METER) (SQ. METER) 106.26 106.26 117.81 117.81 106.26 106.26 117.81 117.81 106.26 106.26 117.81 117.81 106.26 106.26 117.81 117.81 15 15 15 15 TOTAL
40.05 45.7 43.86 75.6 56.18 56.18 39.49 84.42 56.18 66.15 64.69 84.42 14.94 3.96 9.24 7.56 0 0 0 1.44
66.21 60.56 73.95 42.21 50.08 50.08 78.32 33.39 50.08 40.11 53.12 33.39 91.32 102.3 108.57 110.25 15 15 15 13.56
TOTAL NO. APPROX. NO. OF CHB OF CHB 827.625 757 924.375 527.625 626 626 979 417.375 626 501.375 664 417.375 1141.5 1278.75 1357.125 1378.125 187.5 187.5 187.5 169.5
828 757 925 528 626 626 979 418 626 502 664 418 1142 1279 1358 1379 188 188 188 170 13789
NO. OF VERTICAL BARS SP. @ 80 CM (PCS @ 6M) 18 17 20 12 14 14 21 9 14 11 15 9 25 28 29 30 4 4 4 4 295
NO. OF HORIZONTAL NO. OF TIE WIRE BARS USED (0.30 M/PC) KG EVERY 3 LAYERS 24 22 27 16 18 18 29 12 18 15 20 12 33 37 39 40 6 6 6 5 396
1.3248 1.2112 1.48 0.8448 1.0016 1.0016 1.5664 0.6688 1.0016 0.8032 1.0624 0.6688 1.8272 2.0464 2.1728 2.2064 0.3008 0.3008 0.3008 0.272 26.1991
CHB WALL ESTIMATE ( REINFORCEMENT ) FOR INTERNAL WALLS USING 10 x 20 x 40 CHB WALL DESCRIPTION LOCATION
BASEMENT GROUND FLOOR(LEFTRIGHT-REAR AND FACADE) SECOND FLOOR(LEFTRIGHT-REAR AND FACADE) THIRD FLOOR(LEFTRIGHT-REAR AND FACADE) FOURTH FLOOR(LEFTRIGHT-REAR AND FACADE)
ROOF DECK
L
H
9.2 14.4 4.6 9 18.8 18.8 14 18.8 18.8 14 26.6 26.6 34.4 9.2 5
3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3.85 3
NO. OF CHB
AREA AREA (SQ. OPENING TOTAL AREA METER) (SQ. METER) (SQ. METER) 35.42 55.44 17.71 34.65 72.38 72.38 53.9 72.38 72.38 53.9 102.41 102.41 132.44 35.42 15 TOTAL
0 0 0 9.03 0 41.64 1.58 0 41.64 1.58 6.21 6.21 15.96 4.14 0
35.42 55.44 17.71 25.62 72.38 30.74 52.32 72.38 30.74 52.32 96.2 96.2 116.48 31.28 15
TOTAL NO. APPROX. NO. OF CHB OF CHB 442.75 693 221.375 320.25 904.75 384.25 654 904.75 384.25 654 1202.5 1202.5 1456 391 187.5
NO. OF VERTICAL BARS SP. @ 80 CM (PCS @ 6M)
NO. OF HORIZONTAL NO. OF TIE WIRE BARS USED (0.30 M/PC) KG EVERY 3 LAYERS
443 693 222 321 905 385 654 905 385 654 1203 1203 1456 391 188
10 15 5 7 20 9 14 20 9 14 26 26 32 9 5
13 20 7 10 26 12 19 26 12 19 35 35 42 12 6
0.8417 1.3167 0.4218 0.6099 1.7195 0.7315 1.2426 1.7195 0.7315 1.2426 2.2857 2.2857 2.7664 0.7429 0.3572
10008
214
287
19.0152
MASONRY ESTIMATE SUMMARY TOTAL NO. NO. OF TIE TOTAL TOTAL TOTAL SAND OF BAR WIRE IN KG LOCATION NO. OF CEMENT (CU. (6M IN (0.30 M/PC) CHB BAGS METER) LENGTH) BASEMEN T
443
3.60372
0.3
10
0.8417
G/F 2/F 3/F 4/F
4272 4593 4593 5038
589.73 601.49 535.37 572.68
48.89 49.87 44.39 47.25
220 235 214 245
8.9287 7.932 7.2296 16.6907
ROOF DECK
922
131.22
10.88
53
1.5316
977
43.1543
TOTAL 19861
2492 206.63
MASONRY ESTIMATE SUMMARY LOCATION NO. 4X8 BOARD BASEMEN 153 T 153 G/F 153 2/F 153 3/F 153 4/F ROOF DECK TOTAL
0 765
TAPE ROLL
OF JOINT COMPOUND POUNDS SCREW
8
259
16.3
8 8 8 8
259 259 259 259
16.3 16.3 16.3 16.3
0
0
0
1295
81.5
40
CHB WALL ESTIMATE
FOR INTERNAL WALLS USING 10 x 20 x 40 C WALL DESCRIPTION LOCATION
BASEMENT GROUND FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR ROOF DECK
NO. OF CHB
AREA AREA (SQ. OPENING TOTAL AREA TOTAL NO. APPROX. (SQ. NO. OF METER) (SQ. METER) OF CHB METER) CHB
L
H
22.4
4.1
91.84
0
91.84
1148
1148
22.4 48.6 23.7 22.4 50.2 21 22.4 50.6 50.5 22.4 45.6 39.8 34.7 22.4
3.6 3.6 3.85 3.6 3.6 3.85 3.6 3.6 3.85 3.6 3.6 3.85 3.85 1.5
80.64 174.96 91.245 80.64 180.72 80.85 80.64 182.16 194.425 80.64 164.16 153.23 133.595 33.6 TOTAL
0 35.49 9.03 0 53.55 6.3 0 41.64 13.5 0 7.56 15.96 9.03 0
80.64 139.47 82.215 80.64 127.17 74.55 80.64 140.52 180.925 80.64 156.6 137.27 124.565 33.6
1008 1743.375 1027.6875 1008 1589.625 931.875 1008 1756.5 2261.5625 1008 1957.5 1715.875 1557.0625 420
1008 1744 1028 1008 1590 932 1008 1757 2262 1008 1958 1716 1558 420 20145
CHB WALL ESTIMATE
FOR EXTERNAL WALLS USING 15 x 20 x 40 C WALL DESCRIPTION LOCATION
GROUND FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
ROOF DECK
L
H
26 26 16.5 16.5 26 26 16.5 16.5 26 26 16.5 16.5 26 26 16.5 16.5 26 26 16.5 16.5
3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 1.5 1.5 1.5 1.5
NO. OF CHB
AREA AREA (SQ. OPENING TOTAL AREA TOTAL NO. APPROX. (SQ. NO. OF METER) (SQ. METER) OF CHB METER) CHB 93.6 93.6 59.4 59.4 93.6 93.6 59.4 59.4 93.6 93.6 59.4 59.4 93.6 93.6 59.4 59.4 39 39 24.75 24.75 TOTAL
49.312 0 7.56 20.652 51 0 9.24 16.56 38.52 24 27.24 25.56 14.94 3.96 9.24 7.56 0 0 0 0
44.288 93.6 51.84 38.748 42.6 93.6 50.16 42.84 55.08 69.6 32.16 33.84 78.66 89.64 50.16 51.84 39 39 24.75 24.75
553.6 1170 648 484.35 532.5 1170 627 535.5 688.5 870 402 423 983.25 1120.5 627 648 487.5 487.5 309.375 309.375
554 1170 648 485 533 1170 627 536 689 870 402 423 984 1121 627 648 488 488 310 310 13083
STIMATE
NG 10 x 20 x 40 CHB MORTAR ("B" MIXTURE CLASS) 12 MM THICK CHB LAYING AND FILLER
PLASTER ( 25 MM THICK)
TOTAL CEMENT BAGS
TOTAL SAND (CU. METER)
CEMENT
SAND
CEMENT
SAND
49
5
36
3
85
8
43 74 44 43 67 40 43 74 95 43 83 73 66 18 855
4 7 4 4 6 4 4 7 8 4 7 7 6 2 79
31 54 32 31 49 29 31 54 70 31 61 53 48 13 623
3 5 3 3 5 3 3 5 6 3 6 5 4 2 59
74 128 76 74 116 69 74 128 165 74 144 126 114 31 1478
7 12 7 7 11 7 7 12 14 7 13 12 10 4 138
STIMATE
NG 15 x 20 x 40 CHB MORTAR ("B" MIXTURE CLASS) 12 MM THICK CHB LAYING AND FILLER
PLASTER ( 25 MM THICK)
TOTAL CEMENT BAGS
TOTAL SAND (CU. METER)
CEMENT
SAND
CEMENT
SAND
45 95 53 40 44 95 51 44 56 71 33 35 80 91 51 53 40 40 26 26
4 8 5 4 4 8 5 4 5 6 3 3 7 8 5 5 4 4 3 3
18 36 20 15 17 36 20 17 22 27 13 13 31 35 20 20 15 15 10 10
2 3 2 2 2 3 2 2 2 3 2 2 3 3 2 2 2 2 1 1
63 131 73 55 61 131 71 61 78 98 46 48 111 126 71 73 55 55 36 36
6 11 7 6 6 11 7 6 7 9 5 5 10 11 7 7 6 6 4 4
1069
98
410
43
1479
141
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