Estimat Fajardo
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Transcript of Estimat Fajardo
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7/25/2019 Estimat Fajardo
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MIXTURE CLASS PROPORTTION SAND
AA 1 : 1 1/2 : 3 12.00 0.50
AA 1:02:04 9.00 0.50
B 1 : 2 1/2 : 5 7.50 0.50
C 1:03:06 6.00 0.50
SOLUTION :
MIXTURE CLASS PROPORTTION SAND
AA 1 : 1 1/2 : 3 0.00 Bags 0.00 Cu.m
AA 1:02:04 0.00 Bags 0.00 Cu.m
B 1 : 2 1/2 : 5 0.00 Bags 0.00 Cu.m
C 1:03:06 0.00 Bags 0.00 Cu.m
VOLUME =
CEMENT IN BAG,40 kg
CEMENT IN BAG,40 kg
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GRAVEL
1.00
1.00
1.00
1.00
GRAVEL
0.00 Cu.m
0.00 Cu.m
0.00 Cu.m
0.00 Cu.m
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SIZE OF CBBAGS CEMENT M
A B C
100 13 0.792 0.522 0.394
150 13 1.526 1.018 0.763200 13 2.260 1.500 1.125
SOLUTION :
SIZE OF CBBAGS CEMENT M
A B C
100 0.00 Pcs 0.00 B!s 0.00 B!s 0.00 B!s
150 0.00 Pcs 0.00 B!s 0.00 B!s 0.00 B!s
200 0.00 Pcs 0.00 B!s 0.00 B!s 0.00 B!s
A"EA =
NUMBER PERS!.M
NUMBER PERS!.M
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IXTURE
D SAND
0.328 0.0435
0.633 0.08440.938 0.1250
IXTURE
D SAND
0.00 B!s 0.00 C#.$
0.00 B!s 0.00 C#.$
0.00 B!s 0.00 C#.$
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CEMENT IN BAGS, TIC"NE
# mm $% mm $& mm
A 0.144 0.216 0.288
B 0.096 0.144 0.192
C 0.072 0.108 0.144% 0.060 0.090 0.120
SAND 0.008 0.012 0.016
SOLUTION :
CEMENT IN BAGS, TIC"NE
# mm $% mm $& mm
A 0.00 B!s 0.00 B!s 0.00 B!s
B 0.00 B!s 0.00 B!s 0.00 B!s
C 0.00 B!s 0.00 B!s 0.00 B!s% 0.00 B!s 0.00 B!s 0.00 B!s
SAND 0.00 C#.$ 0.00 C#.$ 0.00 C#.$
A"EA =
MIXTURECLASS
MIXTURECLASS
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S OF PLASTER
%0 mm %' mm
0.360 0.450
0.240 0.300
0.180 0.2250.150 0.188
0.02 0.025
S OF PLASTER
%0 mm %' mm
0.00 B!s 0.00 B!s
0.00 B!s 0.00 B!s
0.00 B!s 0.00 B!s0.00 B!s 0.00 B!s
0.00 C#.$ 0.00 C#.$
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SIDE SAND
B C D
1 0.240 0.180 0.150 0.020
2 0.480 0.360 0.300 0.040
SOLUTION :
SIDE SANDB C D
1 0.00 B!s 0.00 B!s 0.00 B!s 0.00 C#.$
2 0.00 B!s 0.00 B!s 0.00 B!s 0.00 C#.$
A"EA =
CEMENT IN BAGSCLASS OF MIXTURE
CEMENT IN BAGSCLASS OF MIXTURE
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SPACING VERTICAL RE(BAR ORIZONTAL RE(BAR
400 $$ 2.93 3.3
600 $$ 2.13 2.15
800 $$ 1.6 1.72
SOLTUION :
SPACING VERTICAL RE(BAR ORIZONTAL RE(BAR
400 $$ 0.00 $&'&(s 0.00 $&'&(s
600 $$ 0.00 $&'&(s 0.00 $&'&(s
800 $$ 0.00 $&'&(s 0.00 $&'&(s
A"EA =
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)ILO*"AMS PE" S+UA"E
25 c$ T,& 30 c$ T,&
400
400 0.054 0.065
600 0.039 0.047
800 0.024 0.029
600
400 0.036 0.044
600 0.026 0.032
800 0.020 0.024
800
400 0.027 0.033
600 0.020 0.024
800 0.015 0.018
SOLUTION :
)ILO*"AMS PE" S+UA"E
25 c$ T,& 30 c$ T,&
400
400 0.00 )!s 0.00 )!s
600 0.00 )!s 0.00 )!s
800 0.00 )!s 0.00 )!s
600
400 0.00 )!s 0.00 )!s
600 0.00 )!s 0.00 )!s
800 0.00 )!s 0.00 )!s
800
400 0.00 )!s 0.00 )!s
600 0.00 )!s 0.00 )!s
800 0.00 )!s 0.00 )!s
A"EA =
VE"TICALSPACIN*
-O"IONTALSPACIN*
VE"TICAL
SPACIN*
-O"IONTAL
SPACIN*
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ETE"
40 c$ T,&
0.086
0.063
0.0390.057
0.042
0.032
0.044
0.032
0.024
ETE"
40 c$ T,&
0.00 )!s
0.00 )!s
0.00 )!s
0.00 )!s
0.00 )!s
0.00 )!s
0.00 )!s
0.00 )!s
0.00 )!s
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DIAMETER PITC ) OF FLB
300
5 21 2.604
6.25 17.00 2.108
7.50 14.30 1.778
3255 21 2.894
6.25 17.00 2.342
7.50 14.30 1.975
350
5 21 3.183
6.25 17.00 2.577
7.50 14.30 2.172
375
5 21 3.472
6.25 17.00 2.811
7.50 14.30 2.370
400
5 21 3.762
6.25 17.00 3.045
7.50 14.30 2.567
425
5 21 4.051
6.25 17.00 3.281
7.50 14.30 2.765
450
5 21 4.340
6.25 17.00 3.513
7.50 14.30 2.962
475
5 21 4.630
6.25 17.00 3.748
7.50 14.30 3.159
500
5 21 4.919
6.25 17.00 3.982
7.50 14.30 3.357
550
5 21 5.498
6.25 17.00 4.525
7.50 14.30 3.752
600
5 21 6.077
6.25 17.00 4.919
7.50 14.30 4.146
700
5 21 7.234
6.25 17.00 5.856
7.50 14.30 4.936
800
5 21 8.391
6.25 17.00 6.793
7.50 14.30 5.726
900
5 21 9.549
6.25 17.00 7.730
7.50 14.30 6.366
1000
5 21 10.706
6.25 17.00 8.667
7.50 14.30 7.137
) OF TURNPER METER
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DIAMETER PITC
LEN*T- =
300
5 21
6.25 17.00
7.50 14.30
3255 21
6.25 17.00
7.50 14.30
350
5 21
6.25 17.00
7.50 14.30
375
5 21
6.25 17.00
7.50 14.30
400
5 21
6.25 17.00
7.50 14.30
425
5 21
6.25 17.00
7.50 14.30
450
5 21
6.25 17.00
7.50 14.30
475
5 21
6.25 17.00
7.50 14.30
500
5 21
6.25 17.00
7.50 14.30
550
5 21
6.25 17.00
7.50 14.30
600
5 21
6.25 17.00
7.50 14.30
700
5 21
6.25 17.00
7.50 14.30
800
5 21
6.25 17.00
7.50 14.30
900
5 21
6.25 17.00
7.50 14.30
1000
5 21
6.25 17.00
7.50 14.30
) OF TURNPER METER
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) OF FLB
0.00 LB
0.00 LB
0.00 LB
0.00 LB0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
5.50 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
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SPACINGFLB PER
ONE(*A+
100.00 $$ 3.764
125.00 $$ 3.062
150.00 $$ 2.584
175.00 $$ 2.232200.00 $$ 1.980
225.00 $$ 1.786
250.00 $$ 1.627
SOLUTION :
SPACINGFLB PER
ONE(*A+
100.00 $$ 0.00 LB
125.00 $$ 0.00 LB
150.00 $$ 0.00 LB
175.00 $$ 0.00 LB
200.00 $$ 0.00 LB
225.00 $$ 0.00 LB
250.00 $$ 0.00 LB
A"EA =
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S!.M
T*O(*A+
4.369
3.603
3.221
2.6472.360
2.168
1.977
S!.M
T*O(*A+
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
0.00 LB
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SPACING
FLB PE
ONE(*A+
0 40
100.00 $$ 0.474 0.632
125.00 $$ 0.316 0.422
150.00 $$ 0.228 0.303175.00 $$ 0.168 0.224
200.00 $$ 0.132 0.175
225.00 $$ 0.110 0.147
250.00 $$ 0.089 0.118
SOLUTION :
SPACING
FLB PE
ONE(*A+
0 40
100.00 $$ 0.00 LB 0.00 LB
125.00 $$ 0.00 LB 0.00 LB
150.00 $$ 0.00 LB 0.00 LB
175.00 $$ 0.00 LB 0.00 LB
200.00 $$ 0.00 LB 0.00 LB
225.00 $$ 0.00 LB 0.00 LB
250.00 $$ 0.00 LB 0.00 LB
A"EA =
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R S!.M
T*O(*A+
0 40
0.592 0.896
0.416 0.554
0.350 0.4660.247 0.330
0.174 0.232
0.168 0.224
0.142 0.189
R S!.M
T*O(*A+
0 40
0.00 LB 0.00 LB
0.00 LB 0.00 LB
0.00 LB 0.00 LB
0.00 LB 0.00 LB
0.00 LB 0.00 LB
0.00 LB 0.00 LB
0.00 LB 0.00 LB
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CSPACING IN mm
00-00 00-&00 400-400
12 4.103 3.147 3.189
22 8.198 6.293 6.379
23 12.284 9.440 9.569
24 16.414 12.592 12.758
SOLUTION :
CSPACING IN mm
00-00 00-&00 400-400
12 0.00 B(.' 0.00 B(.' 0.00 B(.'
22 0.00 B(.' 0.00 B(.' 0.00 B(.'
23 0.00 B(.' 0.00 B(.' 0.00 B(.'
24 0.00 B(.' 0.00 B(.' 0.00 B(.'
A"EA =
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400-&00 &00-&00
2.686 2.268
5.373 4.594
8.060 6.898
10.746 9.195
400-&00 &00-&00
0.00 B(.' 0.00 B(.'
0.00 B(.' 0.00 B(.'
0.00 B(.' 0.00 B(.'
0.00 B(.' 0.00 B(.'
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0.300.30 0.09 11.111
0.400.40 0.16 6.250
0.400.60 0.24 4.167
0.600.60 0.36 2.7780.601.20 0.72 1.389
0.901.80 1.62 0.617
1.202.40 2.88 0.347
SOLUTION :
0.300.30 0.00 Pcs
0.400.40 0.00 Pcs
0.400.60 0.00 Pcs
0.600.60 0.00 Pcs
0.601.20 0.00 Pcs
0.901.80 0.00 Pcs
1.202.40 0.00 Pcs
A"EA =
BOARD SIZEm//12
EFFECTIVE COVERINGPER BOARD
NUMBER OF PIECES PERS!UARE METER
BOARD SIZEm//12
EFFECTIVE COVERINGPER BOARD
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COLUMN
BOARD FT. PER M
VERTICAL ORIZONTAL
22 4.70 21.00
23 7.00 31.67
24 9.35 42.25
SOLUTION
COLUMN
BOARD FT. PER M
VERTICAL ORIZONTAL
22 0.00 B(.' 0.00 B(.'
23 0.00 B(.' 0.00 B(.'
24 0.00 B(.' 0.00 B(.'
LEN*T- =
LUMBERSIZE
LUMBERSIZE
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BEAM FLOORING
T. BOARD FT. PER M T. BOARD FT
BRACE VERTICAL ORIZONTAL PE S!.M.
11.70 4.00 4.70 6.10
17.50 6.00 7.00 9.10
23.35 8.00 9.35 12.10
BEAM FLOORING
T. BOARD FT. PER M T. BOARD FT
BRACE VERTICAL ORIZONTAL PE S!.M.
0.00 B(.' 0.00 B(.' 0.00 B(.' 0.00 B(.'
0.00 B(.' 0.00 B(.' 0.00 B(.' 0.00 B(.'
0.00 B(.' 0.00 B(.' 0.00 B(.' 0.00 B(.'