estimat fajardo

7/25/2019 Estimat Fajardo

1/22

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


2/22

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


3/22

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


4/22

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#.$


5/22

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


6/22

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#.$


7/22

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


8/22

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 =


9/22

)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*


10/22

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


11/22

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


12/22

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


13/22

) 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


14/22

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 =


15/22

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


16/22

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 =


17/22

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


18/22

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 =


19/22

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(.'


20/22

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


21/22

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


22/22

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(.'

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