Arch Way Estimate

transcript

Concrete Works Quantity Estimate

FOOTING

Location Description

Dimension

Length Width Depth

m. m. m.

F-1 2.50 1.20 0.30

Total Volume

FOOTING COLUMN

VolumeLocation Description

Dimension

Length

cu. m m.

2.00 1.80 ABOVE NG 0.600.00 BELOW NG 0.600.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Total Volume 1.80

Number of Items

COLUMN BEAMDimension

VolumeLocationWidth Height

m. m. cu. m

0.60 4.50 2.00 3.240.60 1.70 2.00 1.22

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Total Volume 4.46

Number of Items

Description

DimensionVolume

Length Width Depth

m. m. m. cu. m

beam 9.64 0.20 0.60 1.00 1.160.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Total Volume 1.16

Number of Items

FLOORING

Dimension

Length Width Depth

m. m. m.

Total Volume

FLOORING SLAB

VolumeLocation Description

Dimension

Length

cu. m m.

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Total Volume 0.00

Number of Items

SLAB ADDITIONAL CONCRETEDimension

VolumeLocationWidth Depth

m. m. cu. m

0.000.000.00 MOULDING0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Total Volume 0.00

Number of Items

ADDITIONAL CONCRETE

Description

DimensionVolume

Length Width Depth

m. m. m. cu. m

LEAN CONC 1.20 1.20 0.20 2.00 0.580.80 0.80 0.20 -2.00 -0.26

BOT 4.40 0.12 0.07 8.00 0.30

TOP 4.20 0.03 0.10 2.00 0.034.20 0.20 0.10 2.00 0.17

UPPER 10.04 0.60 0.27 1.00 1.6310.04 0.28 0.30 1.00 0.849.64 0.10 0.20 -1.00 -0.19

ARC 8.56 0.45 0.08 2.00 0.620.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Total Volume 3.72

Number of Items

IRREGULAR SHAPE

Location Description Shape

Dimension

Length Heigth

Beam Arc Triangular 4.10 1.07RectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangular

Total Area

IRREGULAR SHAPEDimension

VolumeHeigth 1 Width

m. m. cu.m

0.20 2.00 0.880.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Total Area 0.88

Number of Items

Masonry Works Quantity Estimate

Exterior Wall

Location Description Shape

Dimension

Length Heigth

COL BOT Rectangular 0.80 0.80Rectangular 0.60 0.80RectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangular

Total Area

Exterior Wall Interior WallDimension

AreaLocation DescriptionHeigth 1

m. sq. m

4.00 2.56 COL CENTER4.00 1.921.00 0.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Total Area 4.48

Number of Items

Interior Wall

Dimension

Length Heigth Heigth 1

m. m. m.

Rectangular 0.80 3.58 4.00Rectangular 0.60 3.58 4.00RectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangular

Total Area

Number of Items

Interior Wall Fence

AreaLocation Description Shape

Dimension

Length

sq. m m.

11.46 PARAPET Rectangular 9.648.59 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular

FenceDimension

AreaHeigth Heigth 1

m. m. sq. m

1.43 1.00 13.790.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Total Area 13.79

Number of Items

Rebars Quantity Estimate

FOOTINGINPUT DATA

Dimensions

Length Width

pcs. m. m. mm.

F-1 2 2.50 1.20 20 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø12 Ø

No. of Items

Bar Size Diameter

FOOTINGINPUT DATA RESULTS

m. pcs. pcs. m. m.

6 13 6 180° 2 2.856 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.156 none 1 -0.15

Commercial Length

No. of Bars Perpendicular to

Length

No.of Bars Perpendicular

to Width

No. of Bends

Net Length

FOOTING COLUMNRESULTS

Location DescriptionNet WidthTie Wire

40 cmm. pcs. kgs.

1.55 15.00 1.20 B-1 2-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00-0.15 0.00 0.00

TOTAL 15.00 1.20

No. of Columns

Required Rebars

COLUMN

DimensionsMIAN BAR

Height DowelLength Width

m. m. mm. m. m. m. m.

0.6 0.6 16 Ø 6 6.50 0.20 0.8016 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 616 Ø 6

Bar Size Diameter (main bar)

Commercial Length (main

Bend to Footing

COLUMNMIAN BAR TIES 1

SplicingNo. of Ties

m. m. m. mm. m. m. pcs.

No 8 7.5 10 6 0.2 39No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0No 0 10 6 0

No. of Main Bar

Net Length of Main

Bar Size Diameter

(Ties)

Commercial Length (Ties)

Spacing of Ties

COLUMNTIES 1 TIES 2

No. of TiesHook

Dimension

Add Length Width

pcs. Angle m. m. m. m. m.

16 135° 2.29 6 0.40 0.40 0.2090° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -90° -0.11 none - - -

Net Length of

Spacing of Ties

COLUMNTIES 2 RESULTS

No. of TiesHook Main Bar

Tie WireTies Add

40 cmpcs. pcs. Angle m. Pcs. Pcs. Kgs.

2.00 16.00 135° 1.81 20.00 67.00 8.81- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00- - none - 0.00 0.00 0.00

TOTAL 20.00 67.00 8.81

Net Length of

Rebar for Ties

Location DescriptionDimensions

Width Depth

m. m. m. m. m.

24 BEAM-1 1.00 0.20 0.601.00 0.20 0.60

13.0014.0015.0016.0017.0018.0019.0020.0021.0022.0023.0024.0025.0026.0027.0028.0029.0030.0031.0032.0033.0034.0035.0036.0037.0038.00

No. of Beams

BEAMLONGITUDINAL BARS

Beam Length

m. mm. m. m. m.

9.64 16 Ø 6.00 4 9.99 Yes9.64 12 Ø 6.00 2 9.94 Yes

16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No16 Ø 6.00 0.35 No

No. of Main Bar

Net Length of Main Bar Use 10%

Allowance?

BEAMTIES

No. of TiesHook

Ties Add

mm. m. m. pcs. pcs. Angle

10 Ø 6.00 0.20 50 16 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close10 Ø 6.00 0 90° Close

Bar Size Diameter

(Ties)

Spacing of Ties Type of

Stirrup

BEAM SlabTIES RESULTS

LocationMain Bar

Tie Wire

30 cmm. Pcs. Pcs. Kgs. m.

1.49 8 16.5 1.491.49 4 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00 -0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00-0.11 0 0 0.00

Net Length of

Rebar for Ties

Description No. of SlabsDimensions

Long Side Short Side Depth

m. m. m. m. m.

0.00 0.00 0.00 0.00 -

Type of Slab

Bar SpacingLong Short Long Short

mm. m. mm. pcs. pcs. pcs. pcs.

12 Ø 6.00

No of Bars (main bar)

No of Bars (cut bar)

Long Short Long Short Long Short Long Shortpcs. pcs. m. m. m. m. m. m.

No of Bars (temp. bar)

Net Length of Main bars

Net Length of Cut bars

Net Length of temp. Bars

Short Bars

0BEAM-1

LocationDimensions

No. of Beam1.00 mm. m. pcs.

1st Column 0.60 16 Ø 6 2L1 8.29 16 Ø 6 2C2 16 Ø 6 1L2 16 Ø 6 1C3 16 Ø 6 0L3 16 Ø 6 0C4 16 Ø 6 0L4 16 Ø 6 0C5 16 Ø 6 0L5 16 Ø 6 0C6 16 Ø 6 0L6 16 Ø 6 0C7 16 Ø 6 0L7 16 Ø 6 0C8 16 Ø 6 0L8 16 Ø 6 0C9 16 Ø 6 0L9 16 Ø 6 0

C10 16 Ø 6 0L10 8.29 16 Ø 6 0

Last Column 0.60 16 Ø 6 2

Bar Size Diameter (main

No. Of Short Bars

0 0BEAM-1 0

Short BarTie Wire Location

Dimensions30 cm No. of Beam

m. Pcs. Kgs. 1.00

2.87 0.96 0.03 1st Column4.97 2.00 0.05 L12.07 - 0.02 C20.00 - 0.02 L20.00 - 0.00 C30.00 - 0.00 L30.00 - 0.00 C40.00 - 0.00 L40.00 - 0.00 C50.00 - 0.00 L50.00 - 0.00 C60.00 - 0.00 L60.00 - 0.00 C70.00 - 0.00 L70.00 - 0.00 C80.00 - 0.00 L80.00 - 0.00 C90.00 - 0.00 L92.07 - 0.00 C104.97 0.00 0.00 L102.87 0.96 0.03 Last Column

TOTAL 4.00 0.15

Net Length of Short Bar

Short BarTie Wire

30 cmmm. m. pcs. m. Pcs. Kgs.

16 Ø 6 1 0.20 - 0.0216 Ø 6 1 0.00 - 0.0216 Ø 6 1 0.00 - 0.0216 Ø 6 1 0.00 - 0.0216 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 0 0.00 - 0.0016 Ø 6 1 0.20 - 0.02

TOTAL 0.00 0.10

No. Of Short Bars

LocationDimensions

1st Column 16 Ø 6 1L1 16 Ø 6 1C2 16 Ø 6 1L2 16 Ø 6 1C3 16 Ø 6 0L3 16 Ø 6 0C4 16 Ø 6 0L4 16 Ø 6 0C5 16 Ø 6 0L5 16 Ø 6 0C6 16 Ø 6 0L6 16 Ø 6 0C7 16 Ø 6 0L7 16 Ø 6 0C8 16 Ø 6 0L8 16 Ø 6 0C9 16 Ø 6 0L9 16 Ø 6 0

C10 16 Ø 6 0L10 16 Ø 6 0

Last Column 16 Ø 6 1

No. Of Short Bars

0 00 0

m. Pcs. Kgs. 14.00

0.20 - 0.02 1st Column0.00 - 0.02 L10.00 - 0.02 C20.00 - 0.02 L20.00 - 0.00 C30.00 - 0.00 L30.00 - 0.00 C40.00 - 0.00 L40.00 - 0.00 C50.00 - 0.00 L50.00 - 0.00 C60.00 - 0.00 L60.00 - 0.00 C70.00 - 0.00 L70.00 - 0.00 C80.00 - 0.00 L80.00 - 0.00 C90.00 - 0.00 L90.00 - 0.00 C100.00 - 0.00 L100.20 - 0.02 Last Column

TOTAL 0.00 0.10

Short BarTie Wire

TOTAL 0.00 0.10

No. Of Short Bars

LocationDimensions

C10 16 Ø 6 0L10 16 Ø 6 0

No. Of Short Bars

0 00 0

m. Pcs. Kgs. 16.00

TOTAL 0.00 0.10

Short BarTie Wire

TOTAL 0.00 0.10

No. Of Short Bars

LocationDimensions

C10 16 Ø 6 0L10 16 Ø 6 0

No. Of Short Bars

0 00 0

m. Pcs. Kgs. 18.00

TOTAL 0.00 0.10

Short BarTie Wire

TOTAL 0.00 0.10

No. Of Short Bars

LocationDimensions

C10 16 Ø 6 0L10 16 Ø 6 0

No. Of Short Bars

0 00 0

m. Pcs. Kgs. 20.00

TOTAL 0.00 0.10

Short BarTie Wire

TOTAL 0.00 0.10

No. Of Short Bars

LocationDimensions

C10 16 Ø 6 0L10 16 Ø 6 0

No. Of Short Bars

0 00 0

m. Pcs. Kgs. 22.00

TOTAL 0.00 0.10

Short BarTie Wire

TOTAL 0.00 0.10

No. Of Short Bars

LocationDimensions

C10 16 Ø 6 0L10 16 Ø 6 0

No. Of Short Bars

0 00 0

m. Pcs. Kgs. 24.00

TOTAL 0.00 0.10

Short BarTie Wire

TOTAL 0.00 0.10

No. Of Short Bars

LocationDimensions

C10 16 Ø 6 0L10 16 Ø 6 0

No. Of Short Bars

m. Pcs. Kgs. 1

TOTAL 0.00 0.10

Short BarTie Wire

TOTAL 0.00 0.10

No. Of Short Bars

LocationDimensions

No. of Beam1 mm. m. pcs.

C10 16 Ø 6 0L10 16 Ø 6 0

No. Of Short Bars

Short BarTie Wire

30 cmm. Pcs. Kgs.

0.20 - 0.020.00 - 0.020.00 - 0.020.00 - 0.020.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.00 - 0.000.20 - 0.02

TOTAL 0.00 0.10

Form Works Quantity Estimate

COLUMN

Dimension

Heigth Length Width

m. m. m.

7.50 0.60 0.60

Summary For Wood SizesCOLUMN

Dimension Quantity

2 x 2 591 bd. ft.2 x 3 475 bd. ft.2 x 4 bd. ft.

4 x 8 plywood 14 pcs

COLUMNScaffolding

pcs. inch inch. inch. inch.

2.00 2 x 2 6 mm (1/4") 2 x 3 2 x 3

Number of Items

Size of Wood Frame

Thickness of Plywood Size of Wood

for Vert.Size of Wood

for Hor.

COLUMNScaffolding

No. of FormsScaffolding

inch. pcs. bd. Ft. bd. Ft. bd. Ft.

2 x 2 14.00 415.00 105.00 475.00

No. of PlywoodSize of Wood

for BraceNo. Of Vert.

SupportNo. Of Hor.

Support

COLUMN BEAMScaffolding

Dimension

Length

bd. Ft. m.

176.00 9.64

Summary For Wood SizesBEAM

Dimension No. Of Bd. Ft.

No. Of Brace Support

2 x 2 200 bd. ft.2 x 3 67 bd. ft.2 x 4 77 bd. ft.

4 x 8 plywood 8 pcs

BEAMDimension

Base Depth

m. m. pcs. inch inch.

0.20 1.00 1.00 2 x 2 6 mm (1/4")2 x 2 6 mm (1/4")

Number of Items

Size of Wood Frame

Thickness of Plywood

BEAMScaffolding

No. of FormsScaffolding

inch. inch. pcs. bd. Ft. bd. Ft.

2 x 4 2 x 3 8.00 200.00 77.002 x 4 2 x 3 0.00 0.00 0.00

No. of PlywoodSize of Wood

for Vert.Size of Wood

for Hor.No. of Vert.

Support

BEAM SLABScaffolding

Dimension

Length Width

bd. Ft. m. m.

67.00 4.50 4.000.00

Summary For Wood SizesSLAB

No. of Hor. Support

2 x 2 bd. ft.2 x 3 655 bd. ft.2 x 4 bd. ft.

4 x 8 plywood pcs

SLABScaffolding Scaffolding

Size of Wood

pcs. inch. inch. pcs. bd. Ft.

4.00 12 mm (1/2") 2 x 3 25.00 655.00

Number of Items

Thickness of Plywood

No. of Plywood No. of Vert.

Support

Paint Works Quantity Estimate

Paint (Masonry)

Location Description Type of Paint Shape

Dimension

Length

Column Bottom Rectangular 1.10Center Rectangular 3.28

Top Rectangular 1.10Rectangular 0.90

Arc Mouldings Rectangular 9.28Parapet Top Rectangular 0.57

wall Rectangular 9.64sides Rectangular 0.20

side. Arc Triangular 1.07under Rectangular 9.28above Rectangular 10.04

RectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangular

Boysen Permacoat Flat Latex #701Boysen Masonry Neutralizer #44 5 gal

Boysen Masonry Putty #7311 10 gal

Paint (Masonry)Dimension

AreaHeigth Heigth 1

m. m. pcs. sq. m lts.

0.92 8.00 8.10 150.80 8.00 20.99 150.30 3.00 0.99 150.30 1.00 0.27 150.45 2.00 8.35 159.64 2.00 10.99 151.43 2.00 27.57 151.43 2.00 0.57 154.10 4.00 8.77 150.40 1.00 3.71 150.60 1.00 6.02 15

0.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 15

Number of Items

Coverage Per 4 liters

Paint (Masonry) Paint (Steel)

Type of ThinnerNo of Thinner

gal. gal.

Use as is 0.54 0.00Use as is 1.40 0.00Use as is 0.07 0.00Use as is 0.02 0.00Use as is 0.56 0.00Use as is 0.73 0.00Use as is 1.84 0.00Use as is 0.04 0.00Use as is 0.58 0.00Use as is 0.25 0.00Use as is 0.40 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00

No. Of Gallons

Paint (Steel)

Type of Paint Shape

Dimension

Length Heigth Heigth 1

m. m. m.

RectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangular

Paint (Steel)

AreaType of Thinner

pcs. sq. m lts. gal.

0.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.000.00 30 Use as is 0.00

Number of Items

No. Of Gallons

Paint (Steel) Paint (Wood)

No of ThinnerLocation Description Type of Paint Shape

0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular0.00 Rectangular

Paint (Wood)Dimension

AreaLength Heigth Heigth 1

m. m. m. pcs. sq. m lts.

0.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 300.00 30

Number of Items

Paint (Wood)

Type of ThinnerNo of Thinner

gal. gal.

Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00Use as is 0.00 0.00

No. Of Gallons

Summary

Concrete

StructureVolume Cement Sand

cu. m bags cu. m

Footing 1.80 A 16.20 0.90Column 4.46 A 40.14 2.23Beam 1.16 A 10.44 0.58

Flooring 0.00 A 0.00 0.00Slab 0.00 A 0.00 0.00

Structure 1 3.72 A 33.48 1.86Structure 2 0.88 A 7.92 0.44Structure 3 0.00 A 0.00 0.00Structure 4 0.00 A 0.00 0.00

Total 12.02 109.00 6.01

Concrete Mixture

Concrete Masonry

GravelStructure

Area No. of CHB Size of CHB

cu. m sq. m. pcs. inches

1.80 Exterior 4.48 56 64.46 Interior 20.05 251 41.16 Fence 13.79 172 60.00 Wall 1 0.00 0 40.00 Wall 2 0.00 0 43.72 Wall 3 0.00 0 40.88 Wall 4 0.00 0 40.00 Wall 5 0.00 0 40.00 Wall 6 0.00 0 4

12.02 Total 38.32 479

Masonry

Cement SandSpacing

Hor.mm. bags cu. m cm.

B B 8 mm 1 4.99 0.41 40B B 8 mm 1 12.39 1.03 40B B 8 mm 2 16.69 1.38 40B B 8 mm 2 0.00 0.00 40B B 12 mm 1 0.00 0.00 40B B 12 mm 1 0.00 0.00 40B B 12 mm 1 0.00 0.00 40B B 12 mm 1 0.00 0.00 40B B 12 mm 1 0.00 0.00 40

35.00 2.83

Mortar Mixture

Plaster Mixture

Plaster Thickness No. of

MasonrySpacing

Tie WireVert.layer pcs. kgs.

3 3.79 0.213 16.98 0.943 11.68 0.653 0.00 0.003 0.00 0.003 0.00 0.003 0.00 0.003 0.00 0.003 0.00 0.00

33.00 2.00

Reinforcing Bars (10mm)

Tables

CONCRETE PROPORTION

Mixture Class ProportionSand Gravel

cu. m. cu. m. AA 1 : 1.50 : 3 12.0 0.50 1.0A 1 : 2.00 : 4 9.0 0.50 1.0B 1 : 2.50 : 5 7.5 0.50 1.0C 1 : 3.00 : 6 6.0 0.50 1.0

Cement in Bag

QUANTITY OF CEMENT AND SAND FOR CHB MORTAR PER SQ. M.Size of CHB Size Bags Cement Mixture

cm. inches A B C D10 x 20 x 40 4 0.792 0.522 0.394 0.32815 x 20 x 40 6 1.526 1.018 0.763 0.63320 x 20 x 40 8 2.260 1.500 1.125 0.938

QUANTITY OF CEMENT AND SAND FOR CHB MORTAR PER SQ. M. QUANTITY OF CEMENT AND SAND FOR PLASTER PER SQ. M. AREABags Cement Mixture

Proportion Mixture ClassCement in Bags Thickness of Plaster

Sand 8 12 160.0435 1 : 2 A 0.144 0.216 0.2880.0844 1 : 3 B 0.096 0.144 0.1920.1250 1 : 4 C 0.072 0.108 0.1440.0000 1 : 5 D 0.060 0.090 0.120

none 0.000 0.000 0.000Sand 0.008 0.012 0.016

QUANTITY OF CEMENT AND SAND FOR PLASTER PER SQ. M. AREA LENGTH OF REINFORCING BARS FOR CHB IN METERS Cement in Bags Thickness of Plaster

Spacing20 25

0.360 0.450 cm. Per Block Per Sq. M.0.240 0.300 40 0.235 2.93 20.180 0.225 60 0.171 2.13 30.150 0.188 80 0.128 1.60 40.000 0.0000.020 0.025

Vertical Reinforcement Length of Bars in meter Spacing

LENGTH OF REINFORCING BARS FOR CHB IN METERS NO.16 G.I. WIRE FOR CHB REINFORCEMENT PER SQ. M.Kilograms per Square Meter

25 cm. TiePer Block Per Sq. M. 40 2 0.054

0.264 3.30 40 3 0.0390.172 2.15 40 4 0.0240.138 1.72 60 2 0.036

60 3 0.02660 4 0.02080 2 0.02780 3 0.02080 4 0.015

Horizontal Reinforcement Length of Bars in meter

Vertical Spacing

Horizontal Spacing

NO.16 G.I. WIRE FOR CHB REINFORCEMENT PER SQ. M. RECOMMENDED END HOOKSKilograms per Square Meter

30 cm. Tie 40 cm. Tie Bar Size D* A or G J0.065 0.086 mm mm mm mm0.047 0.063 8 50 100 650.029 0.039 10 60 150 800.044 0.057 12 80 175 1050.032 0.042 16 100 200 1300.024 0.032 20 135 250 1800.033 0.044 25 155 275 2050.024 0.032 28 240 375 3000.018 0.024 32 275 425 335

36 305 475 37540 400 675 50050 500 850 6000 0 0 0

RECOMMENDED END HOOKS STIRRUP AND TIE HOOK DIMENSIONS90°

Bar SizeD*

90 degree hookA or G Hook A or Gmm mm mm125 10 40 105150 12 50 115200 16 65 155250 20 120 355375 25 155 4104254755506257259000

STIRRUP AND TIE HOOK DIMENSIONS BEAM BARS135 degree hook

Hook A of G H Approxmm mm mm m105 65 12 0.30115 80 16 0.35140 95 20 0.45230 135 25 0.55270 155

Bar Diameter

Allowance/Bends (Main Bars)

BEAM BARS ONE WAY SLABNumber of Steel Bars per Square Meter6.00 7.50 9.00 12.00

m cm m m m m0.15 10.00 3.674 2.937 2.421 1.7690.20 12.50 3.062 2.381 1.934 1.4270.25 15.00 2.584 2.004 1.636 1.1970.30 17.50 2.232 1.726 1.407 1.033

20.00 1.980 1.528 1.258 0.91422.50 1.786 1.369 1.109 0.81025.00 1.627 1.250 1.014 0.736

Short Bars Bends

Bar Spacing

ONE WAY SLABLength of Steel Bars

6.00 7.50 9.00m 0.30 0.40 0.30 0.40 0.30

10.00 0.474 0.632 0.462 0.616 0.46012.50 0.316 0.422 0.307 0.409 0.29515.00 0.228 0.303 0.217 0.289 0.21417.50 0.168 0.224 0.162 0.216 0.15820.00 0.132 0.175 0.126 0.168 0.12522.50 0.110 0.147 0.102 0.135 0.09925.00 0.089 0.118 0.086 0.114 0.081

Bar Spacing

ONE WAY SLAB BD. FT. OF WOOD FRAME FOR COLUMN AND BEAM PER PYWOOD FORMLength of Steel Bars THICKNESS OF PLYWOOD FORM

9.00 12.00 POST0.40 0.30 0.40 6 mm (1/4")0.614 0.448 0.598 2 x 2 29.670.394 0.293 0.391 2 x 3 44.500.285 0.207 0.2760.210 0.153 0.2040.167 0.120 0.1600.132 0.095 0.1260.108 0.077 0.103

Size of Wood Frame

BD. FT. OF WOOD FRAME FOR COLUMN AND BEAM PER PYWOOD FORM QUANTITY OF LUMBER FOR SCAFFOLDINGTHICKNESS OF PLYWOOD FORM

POST BEAM12 mm (1/2") 6 mm (1/4") 12 mm (1/2")

20.33 25.06 18.66 2 x 230.50 37.60 28.00 2 x 3

Lumber Size

QUANTITY OF LUMBER FOR SCAFFOLDINGColumn Beam

Board Ft. per M. Ht. Board Ft. per M. Ht.Vertical Hor. Brace Vertical Hor.

4.70 21.00 11.70 4.00 4.707.00 31.67 17.50 6.00 7.009.35 42.25 23.35 8.00 9.35

QUANTITY OF LUMBER FOR SCAFFOLDINGFlooringBoard Ft.Per Sq. M

6.109.1012.10

LENGTH WIDTH NO OF STIRRUP HOOK LENGTH ASSUMED PCS1.6 0.15 4 0.21 3.71 1.617251 1

1.46 4 0.21 3.13 1.916933 11.23 4 0.21 2.67 2.247191 0.50.94 4 0.21 2.09 2.870813 0.50.72 4 0.21 1.65 3.636364 10.58 5 0.21 1.37 4.379562 0.5

5.85.22

TOTAL44

11 PCS 10MM DIA2 SIDES

22 GRAND TOTAL

LENGTH FACTOR ALLLOWANCE PCS SUB TOTAL TOTAL

9.28 0.35 2.2 3.531 4 49.64 0.35 2.2 3.663 4 42.65 0.15 2.2 1.026667 2 41.85 0.15 2.2 0.733333 1 21.26 0.15 2.2 0.517 1 20.76 0.15 2.2 0.333667 1 29.64 0.15 2.2 3.589667 4 4

9.6 0.35 2.2 3.648333 4 4

8 16MM DIA4

16 GRAND TOTAL

14 12MM DIA

Arch Way Estimate

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