arch way estimate
DESCRIPTION
Estimate of archway design. material quantity estimate including rebars and accessories.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
BEAM
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
Location Description
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
m. m.
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
m. m.
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
Shape
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
20.05
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
Location Description
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
Bend
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
TOTAL
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
bar)
Bend to Footing
COLUMNMIAN BAR TIES 1
SplicingNo. of Ties
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
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
Ties
Commercial Length (Ties)
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
Ties
Rebar for Ties
BEAM
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
Bar Size Diameter (main bar)
Commercial Length (main
bar)
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
TOTAL
Bar Size Diameter
(Ties)
Commercial Length (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
TOTAL
Net Length of
Ties
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
Bar Size Diameter (main bar)
Commercial Length (main
bar)
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
TOTAL
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
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
00
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
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
Net Length of Short Bar
00
LocationDimensions
No. of Beam13.00 mm. m. pcs.
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
TOTAL
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
0 00 0
Short BarTie Wire Location
Dimensions30 cm No. of Beam
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
Net Length of Short Bar
00
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
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
Net Length of Short Bar
00
LocationDimensions
No. of Beam15.00 mm. m. pcs.
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
TOTAL
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
0 00 0
Short BarTie Wire Location
Dimensions30 cm No. of Beam
m. Pcs. Kgs. 16.00
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
Net Length of Short Bar
00
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
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
Net Length of Short Bar
00
LocationDimensions
No. of Beam17.00 mm. m. pcs.
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
TOTAL
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
0 00 0
Short BarTie Wire Location
Dimensions30 cm No. of Beam
m. Pcs. Kgs. 18.00
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
Net Length of Short Bar
00
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
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
Net Length of Short Bar
00
LocationDimensions
No. of Beam19.00 mm. m. pcs.
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
TOTAL
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
0 00 0
Short BarTie Wire Location
Dimensions30 cm No. of Beam
m. Pcs. Kgs. 20.00
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
Net Length of Short Bar
00
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
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
Net Length of Short Bar
00
LocationDimensions
No. of Beam21.00 mm. m. pcs.
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
TOTAL
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
0 00 0
Short BarTie Wire Location
Dimensions30 cm No. of Beam
m. Pcs. Kgs. 22.00
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
Net Length of Short Bar
00
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
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
Net Length of Short Bar
00
LocationDimensions
No. of Beam23.00 mm. m. pcs.
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
TOTAL
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
0 00 0
Short BarTie Wire Location
Dimensions30 cm No. of Beam
m. Pcs. Kgs. 24.00
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
Net Length of Short Bar
00
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
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
Net Length of Short Bar
00
LocationDimensions
No. of Beam25.00 mm. m. pcs.
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
TOTAL
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
00
Short BarTie Wire Location
Dimensions30 cm No. of Beam
m. Pcs. Kgs. 1
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
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
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
No. Of Short Bars
Net Length of Short Bar
LocationDimensions
No. of Beam1 mm. m. pcs.
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
TOTAL
Bar Size Diameter (main
bar)
Commercial Length (main
bar)
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
Net Length of Short Bar
Form Works Quantity Estimate
COLUMN
Location Description
Dimension
Heigth Length Width
m. m. m.
7.50 0.60 0.60
Summary For Wood SizesCOLUMN
Dimension Quantity
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
Location Description
Dimension
Length
bd. Ft. m.
176.00 9.64
Summary For Wood SizesBEAM
Dimension No. Of Bd. Ft.
No. Of Brace Support
Dimension No. Of Bd. Ft.
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
Location Description
Dimension
Length Width
bd. Ft. m. m.
67.00 4.50 4.000.00
Summary For Wood SizesSLAB
Dimension No. Of Bd. Ft.
No. of Hor. Support
Dimension No. Of Bd. Ft.
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
m.
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
96.33
Number of Items
Coverage Per 4 liters
Paint (Masonry) Paint (Steel)
Type of ThinnerNo of Thinner
Location Description
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
6.42
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
Coverage Per 4 liters
No. Of Gallons
Paint (Steel) Paint (Wood)
No of ThinnerLocation Description Type of Paint Shape
gal.
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
Coverage Per 4 liters
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
Faces
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
none
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
Layer
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
180°
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
2 x 4
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
X
5.85.22
TOTAL44
21
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