vawc formula estimate computation

REINFORCING STEEL BARS ### Kgs.

A. Materials 10mm dia. x 6.0m RSB 357.00 pcs. 1,321.61 125.00 44,625.00 12mm dia. x 6.0m RSB 402.43 pcs. 2,144.17 195.00 78,474.54 16mm dia. x 6.0m RSB 157.53 pcs. 1,492.43 335.00 52,772.07 #16 G.I. Tie Wire 101.00 kgs. 65.00 6,565.00 Hacksaw Blade 5.00 pcs. 65.00 325.00

Sub-Total 182,761.61

CONCRETE WORKS 45.54 cu.m.

A. Materials Portland Cement 490.87 bags 260.00 127,627.11 Washed Sand 28.17 cu.m. 680.00 19,156.11 Washed Gravel 56.34 cu.m. 900.00 50,707.35

Sub-Total 197,490.57

MASONRY WORKS, CHB Wal 141.33 sq.m.V - 1. CHB LayingA. Materials Portland Cement 128.03 bags 260.00 33,288.95 Washed Sand 10.67 cu.m. 680.00 7,255.09 4" x 8" x 16" CHB 387.63 pcs. 18.00 6,977.25 6" x 8" x 16" CHB 1,379.00 pcs. 10mm dia. x 6.0m RSB 105.00 pcs. 155.00 16,275.00 #16 G.I. Tie Wire 6.00 kgs. 65.00 390.00

Sub-Total 64,186.28

V - 2.Masonry Plaster 126.08 sq.m.A. MaterialsPortland Cement 48.41 bags 260.00 12,587.83Washed Sand 4.03 cu.m. 680.00 2,743.50

Sub-Total 15,331.33

Wall Footing, Columns & Footings, Floor Slab, Lintel Beams, Roof Beam Tie Beam, Septic Tank

Wall Footing, Columns & Footings, Floor Slab, Lintel Beam and Septic Tank

REINFORCING STEEL BARS COLUMN

10mm dia. x 6.0m RSB 357.00 10mm dia. x 6.0m RS 132.60 G.I 12mm dia. x 6.0m RSB 402.43 12mm dia. x 6.0m RSB 16mm dia. x 6.0m RSB 157.53 16mm dia. x 6.0m RS 65.60 #16 G.I. Tie Wire 101.00 COLUMN FOOTING Hacksaw Blade 5.00 10mm dia. x 6.0m RSB G.I #16 G.I. Tie Wire 101.00 12mm dia. x 6.0m RS 60

16mm dia. x 6.0m RSBBEAM 10mm dia. x 6.0m RS 224.40 G.I

Concrete 12mm dia. x 6.0m RS 33.10

Portland Cement 490.87 16mm dia. x 6.0m RS

91.93 Washed Sand 28.17 Wall Footing Washed Gravel 56.34 10mm dia. x 6.0m RSB G.I

12mm dia. x 6.0m RS 32.73 16mm dia. x 6.0m RSB

Masonry CHB Wall Masonry Portland Cement 128.03 10mm dia. x 6.0m RS 105.00 G.I Washed Sand 10.67 12mm dia. x 6.0m RSB 4" x 8" x 16" CHB 387.63 16mm dia. x 6.0m RSB 6" x 8" x 16" CHB 1,379.00 10mm dia. x 6.0m RSB 105.00

GI 6.00 1 Way Slab 10mm dia. x 6.0m RSB G.I 12mm dia. x 6.0m RS 43.00 16mm dia. x 6.0m RSB

Masonry Plaster 2 Way SlabPortland Cement 48.41 10mm dia. x 6.0m RSB G.I

Washed Sand 4.03 12mm dia. x 6.0m RS 233.60 16mm dia. x 6.0m RSB

19

9.00

33

4

6.00

9.00

27.00

VI STEELWORKS 1.00 lotRoof FrameA. Materials LC 50x50x1.20mm 56.00 pcs. LC 38x38x1.20mm 34.00 pcs. L 25x25x 6.0mm 2.00 pcs. 50x100xGA. 14 C-PURLINS 28.00 pcs. Plain round Bar 10mm dia. x 6.0mm Sag ro 8.00 pcs. Steel Plate 1.20m x 2.40m x10mm 0.50 pcs.Anchor Bolt with Nuts and Washer, 10mm dia. 48.00 pcs. Welding Rod 20.00 kgs. Primer,Zinc Chromate 2.00 gals. 3/4" Thick Marine Plywood( Facia Board) 5.00 pcs.

Sub-Total

957.00 53,592.00532.00 18,088.00375.00 750.00690.00 19,320.00170.00 1,360.00

### 6,649.00133.00 6,384.00

74.00 1,480.00660.00 1,320.00

1,300.00 6,500.00115,443.00

PROJECT QUANTITY TAKE-OFF

FOR PERSONAL USE OF KERWIN JAY C. CONDOR

IVd - STEEL REINFORCEMENTS FOR WALL FOOTING

ITEM MAIN REINF. BARS PER FOOTING TOTAL NO. OF FOOTING

1. MAIN BARS BY DIRECT COUNTING

WALL FOOTING 1 3.00 1.00

WALL FOOTING 2 4.00 -

WALL FOOTING 3 - -

WALL FOOTING 4 - -

WALL FOOTING 5 - -

TOTAL

CROSS REINFORCEMENTS

ITEM TOTAL NO. OF CUTS PER FOOTING TOTAL NO. OF CUTS REQUIRED

WALL FOOTING 1 223.50 223.50







LENGTH OF FOOTING JOINT/SPLICE NO. OF 6M RSB PER FOOTING LENGTH

ACTUAL ROUND-OFF

44.50 0.30 7.81 7.00

- 0.30 - -

- 0.30 - -

- 0.30 - -

- 0.30 - -

LENGTH OF 1 CUT NO. OF CUTS PER 6M RSB TOTAL NO. OF 12MM x 6M RSBACTUAL ROUND-OFF

0.25 24.00 24.00 9.31

(0.15) (40.00) (40.00) -

(0.15) (40.00) (40.00) -

(0.15) (40.00) (40.00) -

(0.15) (40.00) (40.00) -

TOTAL 9.31

GRAND TOTAL 32.73



TOTAL NO. OF MAIN REIF. BARS

23.42

-

-

-

-

23.42

G.I. TIE WIRE

3.79528301886792

0

0

0

0

3.79528301886792 4

4


FOR PERSONAL USE OF ENGR. KERWIN JAY C. CONDOR

II - CONCRETE WORKS

ITEM LENGTH WIDTH DEPTH VOLUME TOTAL NO. OF ITEM

1. COLUMN FOOTINGS

FOOTING 1 1.50 1.50 0.30 0.67 12.00

FOOTING 2

FOOTING 3

FOOTING 4

FOOTING 5

SUB-TOTAL (CU.M.)

2. WALL FOOTINGS

FOOTING 1 44.50 0.40 0.20 3.56 1.00

FOOTING 2

FOOTING 3 - - - - -

FOOTING 4 - - - - -

FOOTING 5 - - - - -

SUB-TOTAL (CU.M.)

3. COLUMNS

COLUMN 1 3.50 0.35 0.35 0.43 12.00

COLUMN 2

COLUMN 3

COLUMN 4

COLUMN 5

SUB-TOTAL (CU.M.)

4. BEAMS

BEAM 1 3.00 0.25 0.35 0.26 9.00

TIE BEAM 1 32.00 0.20 0.20 1.28 1.00

BEAM3 3.50 0.25 0.35 0.31 8.00

BEAM 4 - - - - -

BEAM 5 - - - - -

BEAM 6 - - - - -

BEAM 7 - - - - -

BEAM 8 - - - - -

BEAM 9 - - - - -

BEAM 10 - - - - -

SUB-TOTAL (CU.M.)

5. CONCRETE SLAB

SLAB 1 9.40 8.40 0.15 11.84 1.00

SLAB 2 1.00

SLAB 3 (STAIRS) 1.00

SLAB 4 (STAIR TREADS) 14.00

SLAB 5 (SEPTIC TANK) - 1.30 2.24 - 1.00

SLAB 6 - - - - -

SLAB 7 - - - - -

SLAB 8 - - - - -

SLAB 9 - - - - -

SLAB 10 - - - - -

SUB-TOTAL (CU.M.)

TOTAL VOLUME(CU.M.)

USING CLASS "A" MIXTURE:

9 CEMENT (BAGS)

0.5 SAND (CU.M.)

1 GRAVEL (CU.M.)

6. SLAB ON FILL

SOF 1 9.00 8.00 0.15 10.80 1.00

SOF 2 (SEPTIC TANK) - 1.30 0.15 - 1.00

SOF 3 - - - - -

SOF 4 - - - - -

SOF 5 - - - - -

TOTAL VOLUME(CU.M.)

USING CLASS "B" MIXTURE:

7.5 CEMENT (BAGS)

0.5 SAND (CU.M.)

1 GRAVEL (CU.M.)

TOTAL QUANTITY OF MATERIALS

CEMENT (BAGS)

SAND (CU.M.)

GRAVEL (CU.M.)

Total Volume



TOTAL VOLUME PER ITEM

8.10

0.00

0.00

8.10

3.56

0.00

0.00

0.00

0.00

3.56 11.66

5.14

0.00

0.00

0.00

0.00

5.14

2.36

1.28

2.45

0.00

0.00

0.00

0.00

0.00

0.00

0.00

6.09

11.84

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

11.84

45.54

409.87

22.77

45.54

10.80

0.00

0.00

0.00

0.00

10.80 1.62

81.00

5.40

10.80

490.87

28.17

56.34

56.34



III - MASONRY WORKS

ITEM LENGTH HEIGHT WIDTH AREA OF OPENINGS WALL AREA (sq.m.)

1. EXTERIOR WALL 6" THK.

WALL 1 32.00 3.50 0.15 1.68 110.32

WALL 2 - - 0.15 - -

WALL 3 - - 0.15 - -

WALL 4 - - 0.15 - -

WALL 5 - - 0.15 - -

WALL 6 - - 0.15 - -

WALL 7 - - 0.15 - -

WALL 8 - - 0.15 - -

WALL 9 - - 0.15 - -

WALL 10 - - 0.15 - -

SUB-TOTAL 32.00 1.68 110.32


7.5 CEMENT (BAGS)

0.5 SAND (CU.M.)

12.5 6" THK. CHB

2. INTERIOR WALL 4" THK.

WALL 1 10.00 3.50 0.10 3.99 31.01

WALL 2 (S.T.) - 2.00 0.10 - -

WALL 3 (ROOF DECK) - -

WALL 4 - - 0.10 3.99

WALL 5 - - 0.10 - -

WALL 6 - - 0.10 - -

WALL 7 - - 0.10 - -

WALL 8 - - 0.10 - -

WALL 9 - - 0.10 - -

WALL 10 - - 0.10 - -

SUB-TOTAL 10.00 7.98 31.01


7.5 CEMENT (BAGS)

0.5 SAND (CU.M.)

12.5 4" THK. CHB

3. CHB FENCE 4" THK.

WALL 1 - -

WALL 2 - 0.10 - -

WALL 3 - - 0.10 - -

WALL 4 - - 0.10 - -

WALL 5 - - 0.10 - -

WALL 6 - - 0.10 - -

WALL 7 - - 0.10 - -

WALL 8 - - 0.10 - -

WALL 9 - - 0.10 - -

WALL 10 - - 0.10 - -

SUB-TOTAL - - -


7.5 CEMENT (BAGS)

0.5 SAND (CU.M.)

C5

Don’t forget to add the additional height of wall from finish floor line to depth of wall footing

12.5 4" THK. CHB

TOTAL 42.00 9.66 141.33


CEMENT (BAGS)

SAND (CU.M.)

6" CHB

4" CHB



1. EXTERIOR WALL 6" THK. Length - 32.00 Height - 3.50 Width - 0.15 Area of Opening - 1.68 Wall Area - 110.32

CEMENT (BAGS) 155.77 x 1.013SAND (CU.M.) 155.77 x 0.08446" THK. CHB 155.77 x 12.5

2. INTERIOR WALL 4" THK. Length - 10.00 - Height - 3.50 2.00 Width - 0.10 0.10 Area of Opening - 3.99

111.75 Wall Area - 31.01 - 9.31 CEMENT (BAGS) 85.24 x 0.525 1,379.00 SAND (CU.M.) 85.24 x 0.0438

4" THK. CHB 85.24 x 12.5

16.28 128.03 1.36 10.67 387.63

-

-

-

-

128.03 202.55 10.67 16.88 1,379.00 1947.13 387.63 1065.5

= 111.75 = 9.31 = 1,379.00

= 16.28 = 1.36 = 387.63



IIIa - MASONRY PLASTER

ITEM LENGTH HEIGHT AREA OF OPENINGS WALL AREA (SQ.M.) VOL. OF PLASTER (16MM THK.)

ONE FACE

1. EXTERIOR WALL 6" THK.

WALL 1 32.00 3.10 1.68 97.52

WALL 2 - - - -

WALL 3 - (0.40) - -

WALL 4 - (0.40) - -

WALL 5 - (0.40) - -

WALL 6 - (0.40) - -

WALL 7 - (0.40) - -

WALL 8 - (0.40) - -

WALL 9 - (0.40) - -

WALL 10 - (0.40) - -

SUB-TOTAL 32.00 1.68 97.52


12 CEMENT (BAGS) -

1 SAND (CU.M.) -


WALL 1 10.50 3.10 3.99 28.56

WALL 2 - - - -

WALL 3 - - - -

WALL 4 - - - -

WALL 5 - (0.40) - -

WALL 6 - (0.40) - -

WALL 7 - (0.40) - -

WALL 8 - (0.40) - -

WALL 9 - (0.40) - -

WALL 10 - (0.40) - -

SUB-TOTAL 10.50 3.99 28.56 -


12 CEMENT (BAGS) -

1 SAND (CU.M.) -


WALL 1 - (0.40) - - -

WALL 2 - (0.40) - - -

WALL 3 - (0.40) - - -

WALL 4 - (0.40) - - -

WALL 5 - (0.40) - - -

WALL 6 - (0.40) - - -

WALL 7 - (0.40) - - -

WALL 8 - (0.40) - - -

WALL 9 - (0.40) - - -

WALL 10 - (0.40) - - -

SUB-TOTAL - - - -


12 CEMENT (BAGS) -

1 SAND (CU.M.) -

TOTAL 42.50 5.67 126.08 -


CEMENT (BAGS) -

SAND (CU.M.) -



VOL. OF PLASTER (16MM THK.)

TWO FACES

3.12

-

-

-

-

-

-

-

-

-

3.12

37.45

3.12

0.91

-

-

-

-

-

-

-

-

-

0.91

10.97

0.91

-

-

-

4.03

TOTAL 48.41 48.41

4.03 4.03



IVc - STEEL REINFORCEMENTS FOR BEAM

ITEM MAIN REINF. BARS PER BEAM TOTAL NO. OF BEAM LENGTH OF BEAM


BEAM 1 8.00 8.00 3.50

BEAM 2 8.00 9.00 3.00

TIE BEAM 3.00 2.00 18.00

TIE BEAM 2 3.00 2.00 14.00

BEAM 5 8.00

BEAM 6 8.00

BEAM 7 8.00

BEAM 8 - - -

BEAM 9 - - -

BEAM 10 - - -

TOTAL

LATERAL TIES FOR BEAM

ITEM NO. OF TIES AS INDICATED IN THE PLAN

AT 0.05 AT 0.075 AT 0.10

2. STIRRUPS

BEAM 1 1.00 - 10.00

BEAM 2 5.00 3.00 3.00

TIE BEAM 5.00 3.00 3.00

TIE BEAM 2 5.00 3.00 3.00

BEAM 5 5.00 3.00 3.00

BEAM 6 5.00 3.00 3.00

BEAM 7 5.00 3.00 3.00

BEAM 8 - - -

BEAM 9 - - -

BEAM 10 - - -

B5

Include cut bars (2 at L/4 and 1 at L/5)



JOINT/SPLICE BENDING/HOOK TOTAL LENGTH OF RSB NO. OF 6M RSB PER BEAM LENGTH

0.30 0.25 4.05 0.72

0.30 0.25 3.55 0.63

0.30 0.25 18.55 3.09

0.30 0.25 14.55 2.43

- 0.25 0.25 0.04

- 0.25 0.25 0.04

- 0.25 0.25 0.04

- - - -

- - - -

- - - -

Main Reinforcement

NO. OF TIES AS INDICATED IN THE PLAN TOTAL NO. OF TIES PER BEAM

AT 0.15 AT 0.20

ACTUAL ROUND-OFF

- 4.67 5.00 32.00

- 4.83 5.00 32.00

- 54.83 55.00 132.00

- 41.50 42.00 106.00

- (5.17) (6.00) 10.00

- (5.17) (6.00) 10.00

- (5.17) (6.00) 10.00

- - - -

- - - -

- - - -

Tie Beam (12mmᶲ RSB)

F25

Measurement is from end support to midlength of beam




46.29

45.64

18.55

14.55

-

-

-

-

-

-

91.93

33.10

TOTAL NO. OF TIES REQUIRED LENGTH OF TIE NO. OF TIES PER 6M RSBACTUAL

256.00 1.10 5.45 288.00 1.10 5.45 264.00 1.10 5.45 212.00 1.10 5.45 - 1.10 5.45 - 0.70 8.57 - 0.70 8.57 - 0.70 8.57 - 0.70 8.57 - 0.70 8.57

TOTAL

NO. OF TIES PER 6M RSB TOTAL NO. OF 10MM x 6M TIES G.I. TIE WIREROUND-OFF

5.00 56.32 11.5924528301887 5.00 63.36 13.0415094339623 5.00 58.08 4.48301886792453 5.00 46.64 3.6 5.00 - 0 8.00 - 0 8.00 - 0 8.00 - 0 8.00 - 0 8.00 - 0

224.40 32.7169811320755 33

IF DOUBLE STIRRUP 448.80 39.6

10mmᶲ RSB



IVf - STEEL REINFORCEMENTS FOR SLAB (TWO WAY SLAB)

ITEM LENGTH WIDTH

1. MAIN BARS ACTUAL ROUND-OFF

SLAB 1 7.20 7.20 0.10 0.25 1.00 74.00 74.00 1.87

SLAB 2 3.00 3.00 0.10 0.25 1.00 32.00 32.00 0.82

SLAB 3 - - 0.10 0.25 1.00 2.00 2.00 0.07

SLAB 4 - - 0.10 0.25 1.00 2.00 2.00 0.07

SLAB 5 - - 0.10 0.25 1.00 2.00 2.00 0.07

SLAB 6 - - 0.10 0.25 1.00 2.00 2.00 0.07

SLAB 7 - - 0.10 0.25 1.00 2.00 2.00 0.07

SLAB 8 - - 0.10 0.25 1.00 2.00 2.00 0.07

SLAB 9 - - 0.10 0.25 1.00 2.00 2.00 0.07

SLAB 10 - - 0.10 0.25 1.00 2.00 2.00 0.07

SPACING OF MAIN REINF. SPACING

OF TEMP. BARS

LENGTH OF MAIN BAR CUT FROM

6M RSB LENGTH

TOTAL NO. OF RSB FOR MAIN BARS

LENGTH OF CUT BARS

F5

Default is 1

G5

This quantity include the alternate straight and bend bars



ACTUAL ROUND-OFF ACTUAL ROUND-OFF

3.21 3.00 24.67 25.00 8.20 1.00 65.60 164.60 22.65

7.32 7.00 4.57 5.00 4.00 1.00 32.00 69.00 3.93

85.71 85.00 0.02 1.00 1.00 1.00 8.00 11.00 -

85.71 85.00 0.02 1.00 1.00 1.00 8.00 11.00 -

85.71 85.00 0.02 1.00 1.00 1.00 8.00 11.00 -

85.71 85.00 0.02 1.00 1.00 1.00 8.00 11.00 -

85.71 85.00 0.02 1.00 1.00 1.00 8.00 11.00 -

85.71 85.00 0.02 1.00 1.00 1.00 8.00 11.00 -

85.71 85.00 0.02 1.00 1.00 1.00 8.00 11.00 -

85.71 85.00 0.02 1.00 1.00 1.00 8.00 11.00 -

TOTAL 233.60 26.59

NO. OF CUT BARS IN 6M RSB

TOTAL NO. OF RSB FOR CUT BARS

NO. OF TEMP. BARS

ACROSS END SPANS

LENGTH OF TEMP. BAR CUT FROM

6M RSB LENGTH

TOTAL NO. OF TEMP. BARS

TOTAL NO. OF 12MM X

6M RSB REQUIRED

G.I. TIE WIRE (KGS)

O5

Default is 1



IVf - STEEL REINFORCEMENTS FOR SLAB (ONE WAY SLAB)

ITEM LENGTH WIDTH

1. MAIN BARS ACTUAL ROUND-OFF

SLAB 1 2.50 3.00 0.15 0.25 1.00 17.67 17.00 0.88

SLAB 2 4.70 4.30 0.15 0.25 1.00 32.33 33.00 1.30

SLAB 3 - - 0.15 0.25 1.00 1.00 1.00 0.13

SLAB 4 - - 0.15 0.25 1.00 1.00 1.00 0.13

SLAB 5 - - 0.10 0.25 1.00 1.00 1.00 0.13

SLAB 6 - - 0.10 0.25 1.00 1.00 1.00 0.13

SLAB 7 - - 0.10 0.25 1.00 1.00 1.00 0.13

SLAB 8 - - 0.10 0.25 1.00 1.00 1.00 0.13

SLAB 9 - - 0.10 0.25 1.00 1.00 1.00 0.13

SLAB 10 - - 0.10 0.25 1.00 1.00 1.00 0.13

SPACING OF MAIN REINF.

SPACING OF TEMP. BARS

LENGTH OF MAIN BAR CUT FROM 6M RSB

LENGTH

TOTAL NO. OF RSB FOR MAIN BARS

LENGTH OF CUT BARS

F5

Default is 1

G5




ACTUAL ROUND-OFF ACTUAL ROUND-OFF ACTUAL ROUND-OFF ACTUAL ROUND-OFF

6.86 6.00 2.78 3.00 20.00 7.00 7.00 4.00 4.00

4.62 4.00 7.83 8.00 9.60 10.00 5.30 6.00

48.00 48.00 - - 1.00 1.00 1.00 1.00

48.00 48.00 - - 1.00 1.00 1.00 1.00

48.00 48.00 - - 1.00 1.00 1.00 1.00

48.00 48.00 - - 1.00 1.00 1.00 1.00

48.00 48.00 - - 1.00 1.00 1.00 1.00

48.00 48.00 - - 1.00 1.00 1.00 1.00

48.00 48.00 - - 1.00 1.00 1.00 1.00

48.00 48.00 - - 1.00 1.00 1.00 1.00

NO. OF CUT BARS IN 6M RSB

TOTAL NO. OF RSB FOR CUT BARS

Main Reinforce

ment

NO. OF TEMP. BARS ACROSS CENTER SPAN

NO. OF TEMP. BARS ACROSS END SPANS



16.00 23.00 1.00 23.00 43.00 2.18

22.00 32.00 1.00 16.00 57.00 5.88

4.00 5.00 1.00 2.00 3.00 -

4.00 5.00 1.00 2.00 3.00 -

4.00 5.00 1.00 2.00 3.00 -

4.00 5.00 1.00 2.00 3.00 -

4.00 5.00 1.00 2.00 3.00 -

4.00 5.00 1.00 2.00 3.00 -

4.00 5.00 1.00 2.00 3.00 -

4.00 5.00 1.00 2.00 3.00 -

TOTAL 43.00 8.06 9.00

Multiply by 2 layers at 2

sides

TEMPERATURE BARS

LENGTH OF TEMP. BAR CUT FROM

6M RSB LENGTH

TOTAL NO. OF TEMP.

BARS

TOTAL NO. OF 12MM X 6M

RSB REQUIRED

G.I. TIE WIRE (KGS)

U5

Default is 1



IVe - STEEL REINFORCEMENTS FOR CHB WALL

ITEM AREA OF WALL LENGTH OF VERTICAL REINF. AT .6O M SPACING

1. MAIN BARS

WALL 1 112.00 238.56

WALL 2 - -

WALL 3 - -

WALL 4 - -

WALL 5 - -

WALL 6 - -

WALL 7 - -

WALL 8 - -

WALL 9 - -

WALL 10 - -

SUB-TOTAL


WALL 1 35.00 74.55

WALL 2 (S.T.) - -

WALL 3 - -

WALL 4 - -

WALL 5 - -

WALL 6 - -

WALL 7 - -

WALL 8 - -

WALL 9 - -

WALL 10 - -

SUB-TOTAL


WALL 1 - -

WALL 2 -

WALL 3 - -

WALL 4 - -

WALL 5 - -

WALL 6 - -

WALL 7 - -

WALL 8 - -

WALL 9 - -

WALL 10 - -

SUB-TOTAL



LENGTH OF HORIZ. REINF. BARS AT EVERY 3 LAYERS TOTAL LENGTH OF BARS TOTAL NO. OF 12MMx6M RSB

ACTUAL

240.80 479.36 79.89

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

TOTAL

75.25 149.80 24.97

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

TOTAL

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

- - -

TOTAL

GRAND TOTAL



TOTAL NO. OF 12MMx6M RSB G.I. TIE WIRE (KGS)

ROUND-OFF

80.00 3.58

- -

- -

- -

- -

- -

- -

- -

- -

- -

80.00 3.58 4.00

105.00 25.00 1.12 6.00 - -

- -

- -

- -

- -

- -

- -

- -

- -

25.00 1.12 2.00

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- - -

105.00 6.00

10mmᶲ Steel Bar



IVb - STEEL REINFORCEMENTS FOR COLUMN

ITEM MAIN REINF. BARS PER COLUMN TOTAL NO. OF COLUMN HEIGHT OF COLUMN


COLUMN 1 8.00 12.00 3.50

COLUMN 2 4.00 - -

COLUMN 3 4.00 - -

COLUMN 4 4.00 - -

COLUMN 5 - - -

TOTAL

LATERAL TIES FOR MULTIPLE STOREY COLUMNS OR WITH CONCRETE SLAB ROOFING


AT 0.05 AT 0.075 AT 0.10

2. LATERAL TIES

COLUMN 1 5.00 3.00 3.00

COLUMN 2 5.00 3.00 3.00

COLUMN 3 5.00 3.00 3.00

COLUMN 4 (FENCE) 5.00 3.00 3.00

COLUMN 5 - - -

LATERAL TIES FOR MULTIPLE STOREY COLUMNS OR WITH CONCRETE SLAB ROOFING


AT 0.05 AT 0.075 AT 0.10

2. LATERAL TIES

COLUMN 1 - - -

COLUMN 2 - - -

COLUMN 3 - - -

COLUMN 4 - - -

COLUMN 5 - - -

D5

Height is measured from footing



JOINT/SPLICE BENDING/HOOK TOTAL LENGTH OF RSB NO. OF 6M RSB PER COLUMN LENGTH

0.30 0.30 4.10 0.68

- 0.30 0.30 0.05

- 0.30 0.30 0.05

- 0.30 0.30 0.05

- - - -

NO. OF TIES AS INDICATED IN THE PLAN TOTAL NO. OF TIES PER COLUMN

AT 0.15 AT 0.20

ACTUAL ROUND-OFF

3.00 3.00 3.00 34.00

3.00 (6.13) (7.00) 14.00

3.00 (6.13) (7.00) 14.00

3.00 (6.13) (7.00) 7.00

- - - -

NO. OF TIES AS INDICATED IN THE PLAN TOTAL NO. OF TIES PER COLUMN

AT 0.15 AT 0.20

ACTUAL ROUND-OFF

- 8.75 9.00 18.00

- - - -

- - - -

- - - -

- - - -

F32

Measurement is from base to midheight of column




65.60

-

-

-

-

65.60


408.00 1.30 4.62 - (0.10) (60.00) - (0.10) (60.00) - (0.10) (60.00) - (0.10) (60.00)

SUB-TOTAL


216.00 1.30 4.62 - (0.10) (60.00) - (0.10) (60.00) - (0.10) (60.00) - (0.10) (60.00)

SUB-TOTAL

TOTAL


4.00 132.60 18.4754716981132 (60.00) - 0 (60.00) - 0 (60.00) - 0 (60.00) - 0

132.60 18.4754716981132 19


4.00 (60.00) (60.00) (60.00) (60.00) - 0

- 0 0

132.60 18.4754716981132 19



IVa - STEEL REINFORCEMENTS FOR COLUMN FOOTING

ITEM LENGTH COVER HOOKLENGTH OF 1 PC.NO. OF PCS. PER 6M RSB G.I. TIE WIRE

ACTUAL ROUND OFF

FOOTING 1 x-axis 1.00 0.15 0.20 1.05 5.71 5 5.00 30.00 30 4.25 FOOTING 1 y-axis 1.00 0.15 0.20 1.05 5.71 5 5.00 30.00 30 4.25 FOOTING 2 x-axis - 0.15 0.20 0.05 120.00 120 5.00 - 0

- FOOTING 2 y-axis - 0.15 0.20 0.05 120.00 120 5.00 - 0FOOTING 3 x-axis - 0.15 0.20 0.05 120.00 120 4.00 - 0

- FOOTING 3 y-axis - 0.15 0.20 0.05 120.00 120 5.00 - 0FOOTING 4 x-axis - 0.15 0.20 0.05 120.00 120 - - 0

- FOOTING 4 y-axis - 0.15 0.20 0.05 120.00 120 - - 0FOOTING 5 x-axis - 0.15 0.20 0.05 120.00 120 - - 0

- FOOTING 5 y-axis - 0.15 0.20 0.05 120.00 120 - - 0

TOTAL 60 8.49 9.00 G.I

GIVEN:

Dimension of Footing

x-width = 1.00 m

y-length = 1.00 m

Hook = 0.2 m

Cover = 0.15 m

Clear Length = 0.7 m

PCS. PER ITEM

TOTAL NO. OF ITEM

TOTAL NO. OF RSB

12mmᶲ Steel Bar

C5

Minimum protective covering of concrete to the steel reinforcement



I - EXCAVATION WORKS

ITEM LENGTH WIDTH DEPTH VOLUME TOTAL NO. OF ITEM

1. COLUMN FOOTING

FOOTING 1 1.20 1.20 1.50 2.16 12.00

FOOTING 2

FOOTING 3

FOOTING 4 - - - - -

FOOTING 5 - - - - -

SUB-TOTAL (CU.M.)

2. WALL FOOTING

FOOTING 1 42.00 0.40 0.60 10.08 1.00

FOOTING 2 - 0.40 0.60 - 1.00

FOOTING 3 - - - - -

FOOTING 4 - - - - -

FOOTING 5 - - - - -

SUB-TOTAL (CU.M.)

3. SEPTIC TANK - 1.20 3.30 - 1.00

TOTAL VOLUME(CU.M.)



TOTAL VOLUME PER ITEM

25.92

0

0

25.92

10.08

0

0

0

0

10.08

0

36



IVf - STEEL REINFORCEMENTS FOR SLAB (TWO WAY SLAB)

ITEM LENGTH WIDTH SPACING OF MAIN REINF. SPACING OF TEMP. BARS

1. MAIN BARS

SLAB 1 - - 0.10 0.25

SLAB 2 - - 0.10 0.25

SLAB 3 - - 0.10 0.25

SLAB 4 - - 0.10 0.25

SLAB 5 - - 0.10 0.25

SLAB 6 - - 0.10 0.25

SLAB 7 - - 0.10 0.25

SLAB 8 - - 0.10 0.25

SLAB 9 - - 0.10 0.25

SLAB 10 - - 0.10 0.25



LENGTH OF MAIN BAR CUT FROM 6M RSB LENGTH TOTAL NO. OF RSB FOR MAIN BARS

ACTUAL ROUND-OFF

1.00 2.00 2.00

1.00 2.00 2.00

1.00 2.00 2.00

1.00 2.00 2.00

1.00 2.00 2.00

1.00 2.00 2.00

1.00 2.00 2.00

1.00 2.00 2.00

1.00 2.00 2.00

1.00 2.00 2.00

F5

Default is 1

G5




LENGTH OF CUT BARS NO. OF CUT BARS IN 6M RSB TOTAL NO. OF RSB FOR CUT BARS

ACTUAL ROUND-OFF ACTUAL ROUND-OFF

0.07 85.71 85.00 0.02 1.00

0.07 85.71 85.00 0.02 1.00

0.07 85.71 85.00 0.02 1.00

0.07 85.71 85.00 0.02 1.00

0.07 85.71 85.00 0.02 1.00

0.07 85.71 85.00 0.02 1.00

0.07 85.71 85.00 0.02 1.00

0.07 85.71 85.00 0.02 1.00

0.07 85.71 85.00 0.02 1.00

0.07 85.71 85.00 0.02 1.00



NO. OF TEMP. BARS ACROSS END SPANS LENGTH OF TEMP. BAR CUT FROM 6M RSB LENGTH

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

O5

Default is 1



TOTAL NO. OF TEMP. BARS TOTAL NO. OF 12MM X 6M RSB REQUIRED G.I. TIE WIRE (KGS)

8.00 11.00 -

8.00 11.00 -

8.00 11.00 -

8.00 11.00 -

8.00 11.00 -

8.00 11.00 -

8.00 11.00 -

8.00 11.00 -

8.00 11.00 -

8.00 11.00 -

TOTAL 110.00 -

PROJECT QUANTITY TAKE-OFFFOR PERSONAL USE OF ENGR. KERWIN JAY C. CONDOR

SCAFOLDING FOR COLUMNS 2 x 2Height No. of Column Length of wood Total Height Pieces Vertical(bd.ft)

4 9 16 36 5.3333333333 169.22 x 3

Height No. of Column Length of wood Total Height Pieces Vertical(bd.ft)4 9 14 36 7 252

2 x 4Height No. of Column Length of wood Total Height Pieces Vertical(bd.ft)

4 9 14 36 9.3333333333 252


Horizontal(bd.ft) Braces(bd.ft) No. of Pieces666.225 371.1825 31.725

Horizontal(bd.ft) Braces(bd.ft) No. of Pieces1140.12 630 36

Horizontal(bd.ft) Braces(bd.ft) No. of Pieces855.09 315.9 27

PROJECT TITLE : TWO-STOREY RESIDENTIAL BUILDINGLOCATION : POBLACION, USON, MASBATEOWNER : DRA. ERLINDA V. SANCHEZPROJECT COST : Php 1,175,000.00

DETAILED ESTIMATES

ITEM NO./MATERIALS QTTY UNIT UNIT COST AMOUNTI. EARTHWORKS

Excavation (Labor only) 35.00 cu.m 100.00 3,500.00 Earthfill 120 cu.m 120.00 14,400.00

Sub total 17,900.00 II. CONCRETE WORKS

A. Building & Septic TankPortland Cement 491 bags 145.00 71,176.66 Screened Sand 28 cu.m 400.00 11,268.30 Gravel 56 cu.m 450.00 25,353.68 Boulder 22 cu.m 400.00 8,800.00

218 pcs. 270.00 58,732.71 36 pcs. 155.00 5,580.00

433 pcs. 95.00 41,109.69 Ga. no. 16 G.I. Tie wire 74 kls. 40.00 2,960.00

B. Formworks1/4" Thk. Marine Plywood 25 pcs. 320.00 8,000.00 100-2"x2"x12' Coco lumber 400 bd.ft 10.00 4,000.00 50-2"x3"x12' Coco lumber 300 bd.ft 10.00 3,000.00 C.W. Nails 25 kls. 40.00 1,000.00

Sub total 240,981.03 III. MASONRY WORKS

A. Building & Septic Tank6" Thk. CHB 1,379 pcs. 10.00 13,790.00 4" Thk. CHB 388 pcs. 8.00 3,101.00 Portland Cement 176 bags 145.00 25,585.12 Screened & Pure Sand (Assorted) 15 cu.m 400.00 5,881.52

105 pcs. 95.00 9,975.00 Ga. no. 16 G.I. Tie wire 6 kls. 40.00 240.00

Sub total 58,572.65 IV. ROOFING WORKS

Ga. No. 26 x 12' G.I. Roofing Sheets 10 pcs. 320.00 3,200.00 Ga. No. 26 x 10' G.I. Roofing Sheets 26 pcs. 300.00 7,800.00 Ga. No. 26 x 8' G.I. Roofing Sheets 88 pcs. 280.00 24,640.00 Prefabricated G.I. Gutter 45 pcs. 95.00 4,275.00 Prefabricated G.I. End Flashing 10 pcs. 95.00 950.00 Prefabricated G.I. Ridge roll 7 pcs. 95.00 665.00 109-2"x3"x12' Wood Purlins 654 bd.ft 30.00 19,620.00 24-2"x2"x12'Wood Cleats 40 bd.ft 30.00 1,200.00 8-2"x8"x14' Wooden Beam 150 bd.ft 30.00 4,500.00 20-2"x6"x12' Bottom Chord (Full Truss1) 240 bd.ft 30.00 7,200.00 10-2"x6"x14' Top Chord (Full Truss1) 140 bd.ft 30.00 4,200.00 6-2"x6"x12' Web Members (Full Truss1) 72 bd.ft 30.00 2,160.00 30-2"x6"x12' Rafters 360 bd.ft 30.00 10,800.00 9-2"x6"x14' Rafters 126 bd.ft 30.00 3,780.00

80 pcs. 12.00 960.00 Umbrella nails 30 kls. 50.00 1,500.00 Concrete nails 5 kls. 60.00 300.00

RSB 16mm Æ x 6.0mRSB 12mm Æ x 6.0mRSB 10mm Æ x 6.0m

RSB 10mm Æ x 6.0m

5/8"Æ Bolts with Nuts

CW Nails (Assorted) 30 kls. 40.00 1,200.00 Sub total 98,950.00

ITEM NO./MATERIALS QTTY UNIT UNIT COST AMOUNTV. ARCHITECTURAL WORKS

A. Doors & Windows1.0 x 2.10 Panel Door 1 pc. 3,000.00 3,000.00 .80 x 2.10 Panel Door 5 pcs. 2,500.00 12,500.00 .80 x 2.10 Hollow Core Flush Type Door 3 pcs. 1,500.00 4,500.00 .60 x 2.0 Flush Type Door 2 pcs. 1,000.00 2,000.00 27-0.60 x 1.20 Steel Casement Window 216 sq.ft. 120.00 25,920.00 2-0.60 x 0.60 Steel Casement Window 8 sq.ft. 120.00 960.00 7-0.40 x 0.60 Steel Casement Window 21 sq.ft. 120.00 2,520.00 20-0.60 x 1.20 Glass Jalousie Window 160 sq.ft. 120.00 19,200.00 Pre-fabricated Wooden Door Jambs 12 pcs. 400.00 4,800.00 4x4 Door Hinges 48 pcs. 30.00 1,440.00 Lockset 12 pcs. 300.00 3,600.00

B1. Wood Works (Ceiling)1/4" Thk. Marine Plywood (Ceiling) 97 pcs. 320.00 31,040.00 218-2"x2"x12' Ceiling Joists 872 bd.ft 30.00 26,160.00 22-2"x3"x12' Ceiling Hangers 132 bd.ft 30.00 3,960.00 Finishing nails 30 kls. 45.00 1,350.00 Concrete nails 6 kls. 60.00 360.00 CW Nails (Assorted) 30 kls. 40.00 1,200.00

B2. Wood Works (Flooring, Sidings & Stairs)42-2"x6"x14' Floor Joists 872 bd.ft 30.00 26,160.00 24-2"x6"x12' Bridging 288 bd.ft 30.00 8,640.00 60-1"x8"x14' Wood Planks (Flooring) 560 bd.ft 30.00 16,800.00 200-1"x6"x10' Wood Planks (Siding) 1000 bd.ft 30.00 30,000.00 1/4" Thk. Marine Plywood (Interior Wall) 32 pcs. 320.00 10,240.00 250-2"x2"x10' Wall Studs 834 bd.ft 30.00 25,020.00 20-2"x10"x3' Wood Planks (Stair Steps) 100 bd.ft 30.00 3,000.00 3-2"x8"x18' Wood Stringer 72 bd.ft 30.00 2,160.00 CW Nails (Assorted) 40 kls. 40.00 1,600.00

268,130.00 VI. TILEWORKS

8" x 8" Ceramic Floor Tiles 146 pcs. 12.00 1,752.00 8" x 8" Ceramic Wall Tiles 560 pcs. 12.00 6,720.00 12" x 12" Ceramic Floor Tiles 1542 pcs. 20.00 30,840.00 Portland Cement 20 bags 145.00 2,900.00 Pure Sand 2.0 cu.m 450.00 900.00 ABC Grout 20 kilos 50.00 1,000.00

Sub total 44,112.00 VII. PLUMBING WORKS

Water Closet (Flush Type) 2 pcs. 2,500.00 5,000.00 Lavatory (Wall-Hung Type) 2 pcs. 600.00 1,200.00 Shower Head 2 pcs. 120.00 240.00 Soap Holder 2 pcs. 90.00 180.00 4"x4" Aluminum Floor Drain 3 pcs. 120.00 360.00 Kitchen Sink (Double) 1 pc. 1,500.00 1,500.00 Faucet (Chrome Finish) 3 pcs. 200.00 600.00 Faucet (Ordinary) 2 pcs. 50.00 100.00

12 pcs. 280.00 3,360.00 15 pcs. 220.00 3,300.00 5 pcs. 35.00 175.00

6" Æ PVC pipe4" Æ PVC pipe4" Æ PVC 45 bend

5 pcs. 35.00 175.00 4 pcs. 35.00 140.00 8 pcs. 190.00 1,520.00

16 pcs. 35.00 560.00

ITEM NO./MATERIALS QTTY UNIT UNIT COST AMOUNT5 pcs. 35.00 175.00 5 pcs. 35.00 175.00 5 pcs. 35.00 175.00 2 pcs. 35.00 70.00 4 pcs. 35.00 140.00 5 pcs. 40.00 200.00 3 pcs. 15.00 45.00 8 pcs. 15.00 120.00

Solvent Cement 30 can 15.00 450.00 Teflon Tape 30 pcs. 8.00 240.00

Sub total 20,200.00 VIII. ELECTRICAL WORKS

Panel Board (8 holes) 1 pc. 1,000.00 1,000.00 Flourescent Lamp 20 watts 13 sets 120.00 1,560.00 Incandescent bulb 25 watts 8 sets 15.00 120.00 One-gang Single Pole Switch 21 pcs. 45.00 945.00 Duplex Convenience Outlet 14 pcs. 55.00 770.00 Duplex Convenience Outlet (Waterproof) 2 pcs. 100.00 200.00 Circuit Breaker 60 Amperes 1 pc. 120.00 120.00 Circuit Breaker 20 Amperes 3 pcs. 95.00 285.00 Circuit Breaker 15 Amperes 4 pcs. 95.00 380.00 TW Wire No. 12 4 box 1,000.00 4,000.00 TW Wire No. 8 0.5 box 1,500.00 750.00

12 box 160.00 1,920.00 1 box 180.00 180.00

Staple Wire 4 box 20.00 80.00 Electrical Tape (Big) 20 pcs. 15.00 300.00 Junction Box 15 pcs. 12.00 180.00 Utility Box 27 pcs. 12.00 324.00 PVC Clip 3/4" 200 pcs 1.00 200.00

13,314.00 IX. PAINTING WORKS

Latex Flat 30 gal. 280.00 8,400.00 Latex Semi-Gloss 45 gal. 320.00 14,400.00 Enamel Flat 15 gal. 280.00 4,200.00 Enamel Semi-Gloss 22 gal. 320.00 7,040.00 Metal Primer 9 gal. 280.00 2,520.00 Roof Paint 14 gal. 380.00 5,320.00 Paint thinner 5 gal. 110.00 550.00 Concrete Putty 3 gal. 380.00 1,140.00 Glazing Putty 3 gal. 380.00 1,140.00 Polytuff 2 gal. 550.00 1,100.00 Sand Paper (Assorted) 36 pcs. 10.00 360.00 Masking Tape 1" 20 pcs. 18.00 360.00 Roller Brush (Big) 2 pcs. 40.00 80.00 Roller Brush (Small) 2 pcs. 32.00 64.00 4" Brush 10 pcs. 40.00 400.00 2" Brush 10 pcs. 12.00 120.00 Cement Nutralizer 5 gal. 110.00 550.00

4" Æ PVC wye4" Æ PVC clean out3" Æ PVC pipe3" Æ PVC 45 bend

4"x3" Æ PVC wye reducer3" Æ PVC wye3" Æ PVC 90 bend3" Æ PVC clean out3" Æ PVC P-trap1/2" Æ Blue PVC pipe1/2" Æ Blue PVC tee1/2" Æ Blue PVC 90 bend

20mm Æ Orange Flexible Pipe25mm Æ Orange Flexible Pipe

Vulcaseal 1 gal. 1,100.00 1,100.00 48,844.00

SUMMARY OF ITEMS

I. EARTHWORKS 14,400.00 II. CONCRETE WORKS 240,981.03 III. MASONRY WORKS 58,572.65 IV. ROOFING WORKS 98,950.00 V. ARCHITECTURAL WORKS 268,130.00 VI. TILE WORKS 44,112.00 VII. PLUMBING WORKS 20,200.00 VIII.ELECTRICAL WORKS 13,314.00 IX. PAINTING WORKS 48,844.00

TOTAL COST OF MATERIALS 807,503.68 LABOR COST 271,046.85

TOTAL BUILDING COST 1,078,550.53

Prepared by: Noted by:

ROBERTO S. LEYCO ERLINDA V. SANCHEZ Architect Owner

PROJECT TITLE : PROPOSED THREE-BEDROOM RESIDENTIAL BUILDINGLOCATION : COLTLAND SUBD., MASBATE CITYOWNER : MR. PIO G. DIOLOLA, JR.

DETAILED ESTIMATES

ITEM NO./MATERIALS QTTY UNIT UNIT COST

I. EARTHWORKSExcavation (Labor only) 36.00 cu.m 150.00

Sub totalII. CONCRETE WORKS

A. Column Footing (6 cu.m.)Portland Cement 54 bags 198.00 Screened Sand 3.5 cu.m 400.00 Pea-sized Gravel 7 cu.m 500.00

38 pcs. 279.00 Ga. no. 16 G.I. Tie wire 4 kls. 40.00

B. Wall Footing (5.20 cu.m.)Portland Cement 47 bags 198.00 Screened Sand 2.5 cu.m 400.00 Pea-sized Gravel 5 cu.m 500.00


C. Columns (5.50 cu.m.)Portland Cement 50 bags 198.00 Screened Sand 3 cu.m 400.00 Pea-sized Gravel 6 cu.m 500.00

100 pcs. 279.00 132 pcs. 110.00

Ga. no. 16 G.I. Tie wire 23 kls. 40.00

D. Beams (5.50 cu.m.)Portland Cement 50 bags 198.00 Screened Sand 3 cu.m 400.00 Pea-sized Gravel 6 cu.m 500.00

146 pcs. 279.00 143 pcs. 110.00

Ga. no. 16 G.I. Tie wire 40 kls. 40.00

B. Formworks1/4" Thk. Marine Plywood 50 pcs. 310.00 200-2"x2"x12' Coco lumber 800 bd.ft 10.00 200-2"x3"x12' Coco lumber 1,200 bd.ft 10.00 C.W. Nails 60 kls. 45.00

Sub totalIII. MASONRY WORKS

A. Building & Concrete Fence6" Thk. CHB 1,379 pcs. 11.00 4" Thk. CHB 1,680 pcs. 9.00 Portland Cement 197 bags 198.00 Screened Sand 16.5 cu.m 450.00


RSB 16mm Æ x 6.0m

RSB 12mm Æ x 6.0m

RSB 16mm Æ x 6.0mRSB 10mm Æ x 6.0m

RSB 16mm Æ x 6.0mRSB 10mm Æ x 6.0m

RSB 10mm Æ x 6.0m

Sub total

DETAILED ESTIMATES

AMOUNT

5,400.00 5,400.00

10,692.00 5.5 1,400.00 9 3,500.00 49.5 2.75 10,602.00 160.00

9,306.00 1,000.00 2,500.00 7,426.00 240.00

9,900.00 1,200.00 3,000.00 27,900.00 14,520.00 920.00

9,900.00 1,200.00 3,000.00 40,734.00 15,730.00 1,600.00

15,500.00 8,000.00 12,000.00 2,700.00 214,630.00

15,169.00 15,120.00 39,006.00 7,425.00 20,460.00 360.00

97,540.00

vawc formula estimate computation

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