Arch Way Estimate
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![Page 1: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/1.jpg)
Concrete Works Quantity Estimate
FOOTING
Location Description
Dimension
Length Width Depth
m. m. m.
F-1 2.50 1.20 0.30
Total Volume
![Page 2: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/2.jpg)
![Page 3: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/3.jpg)
![Page 4: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/4.jpg)
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
![Page 5: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/5.jpg)
![Page 6: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/6.jpg)
![Page 7: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/7.jpg)
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
![Page 8: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/8.jpg)
![Page 9: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/9.jpg)
![Page 10: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/10.jpg)
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
![Page 11: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/11.jpg)
![Page 12: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/12.jpg)
![Page 13: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/13.jpg)
FLOORING
Location Description
Dimension
Length Width Depth
m. m. m.
Total Volume
![Page 14: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/14.jpg)
![Page 15: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/15.jpg)
![Page 16: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/16.jpg)
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
![Page 17: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/17.jpg)
![Page 18: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/18.jpg)
![Page 19: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/19.jpg)
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
![Page 20: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/20.jpg)
![Page 21: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/21.jpg)
![Page 22: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/22.jpg)
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
![Page 23: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/23.jpg)
![Page 24: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/24.jpg)
![Page 25: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/25.jpg)
IRREGULAR SHAPE
Location Description Shape
Dimension
Length Heigth
m. m.
Beam Arc Triangular 4.10 1.07RectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangular
Total Area
![Page 26: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/26.jpg)
![Page 27: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/27.jpg)
![Page 28: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/28.jpg)
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
![Page 29: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/29.jpg)
![Page 30: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/30.jpg)
![Page 31: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/31.jpg)
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
![Page 32: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/32.jpg)
![Page 33: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/33.jpg)
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
![Page 34: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/34.jpg)
![Page 35: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/35.jpg)
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
![Page 36: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/36.jpg)
![Page 37: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/37.jpg)
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
![Page 38: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/38.jpg)
![Page 39: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/39.jpg)
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
![Page 40: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/40.jpg)
![Page 41: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/41.jpg)
![Page 42: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/42.jpg)
![Page 43: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/43.jpg)
![Page 44: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/44.jpg)
![Page 45: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/45.jpg)
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
![Page 46: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/46.jpg)
![Page 47: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/47.jpg)
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
![Page 48: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/48.jpg)
![Page 49: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/49.jpg)
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
![Page 50: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/50.jpg)
![Page 51: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/51.jpg)
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
![Page 52: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/52.jpg)
![Page 53: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/53.jpg)
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
![Page 54: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/54.jpg)
![Page 55: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/55.jpg)
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
![Page 56: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/56.jpg)
![Page 57: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/57.jpg)
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
![Page 58: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/58.jpg)
![Page 59: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/59.jpg)
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
![Page 60: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/60.jpg)
![Page 61: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/61.jpg)
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?
![Page 62: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/62.jpg)
![Page 63: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/63.jpg)
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
![Page 64: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/64.jpg)
![Page 65: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/65.jpg)
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
![Page 66: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/66.jpg)
![Page 67: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/67.jpg)
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
![Page 68: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/68.jpg)
![Page 69: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/69.jpg)
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)
![Page 70: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/70.jpg)
![Page 71: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/71.jpg)
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
![Page 72: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/72.jpg)
![Page 73: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/73.jpg)
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
![Page 74: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/74.jpg)
![Page 75: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/75.jpg)
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
![Page 76: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/76.jpg)
![Page 77: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/77.jpg)
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
![Page 78: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/78.jpg)
![Page 79: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/79.jpg)
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
![Page 80: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/80.jpg)
![Page 81: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/81.jpg)
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
![Page 82: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/82.jpg)
![Page 83: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/83.jpg)
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
![Page 84: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/84.jpg)
![Page 85: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/85.jpg)
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
![Page 86: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/86.jpg)
![Page 87: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/87.jpg)
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
![Page 88: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/88.jpg)
![Page 89: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/89.jpg)
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
![Page 90: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/90.jpg)
![Page 91: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/91.jpg)
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
![Page 92: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/92.jpg)
![Page 93: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/93.jpg)
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
![Page 94: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/94.jpg)
![Page 95: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/95.jpg)
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
![Page 96: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/96.jpg)
![Page 97: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/97.jpg)
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
![Page 98: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/98.jpg)
![Page 99: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/99.jpg)
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
![Page 100: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/100.jpg)
![Page 101: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/101.jpg)
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
![Page 102: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/102.jpg)
![Page 103: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/103.jpg)
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
![Page 104: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/104.jpg)
![Page 105: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/105.jpg)
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
![Page 106: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/106.jpg)
![Page 107: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/107.jpg)
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
![Page 108: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/108.jpg)
![Page 109: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/109.jpg)
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
![Page 110: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/110.jpg)
![Page 111: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/111.jpg)
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
![Page 112: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/112.jpg)
![Page 113: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/113.jpg)
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
![Page 114: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/114.jpg)
![Page 115: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/115.jpg)
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
![Page 116: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/116.jpg)
![Page 117: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/117.jpg)
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
![Page 118: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/118.jpg)
![Page 119: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/119.jpg)
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
![Page 120: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/120.jpg)
![Page 121: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/121.jpg)
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
![Page 122: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/122.jpg)
![Page 123: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/123.jpg)
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
![Page 124: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/124.jpg)
![Page 125: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/125.jpg)
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
![Page 126: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/126.jpg)
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
![Page 127: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/127.jpg)
![Page 128: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/128.jpg)
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.
![Page 129: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/129.jpg)
![Page 130: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/130.jpg)
![Page 131: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/131.jpg)
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
![Page 132: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/132.jpg)
![Page 133: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/133.jpg)
![Page 134: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/134.jpg)
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
![Page 135: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/135.jpg)
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
![Page 136: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/136.jpg)
![Page 137: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/137.jpg)
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
![Page 138: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/138.jpg)
![Page 139: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/139.jpg)
![Page 140: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/140.jpg)
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
![Page 141: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/141.jpg)
![Page 142: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/142.jpg)
![Page 143: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/143.jpg)
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
![Page 144: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/144.jpg)
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
![Page 145: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/145.jpg)
![Page 146: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/146.jpg)
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
![Page 147: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/147.jpg)
![Page 148: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/148.jpg)
![Page 149: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/149.jpg)
![Page 150: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/150.jpg)
![Page 151: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/151.jpg)
![Page 152: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/152.jpg)
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
![Page 153: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/153.jpg)
Boysen Masonry Putty #7311 10 gal
![Page 154: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/154.jpg)
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
![Page 155: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/155.jpg)
![Page 156: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/156.jpg)
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
![Page 157: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/157.jpg)
![Page 158: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/158.jpg)
Paint (Steel)
Type of Paint Shape
Dimension
Length Heigth Heigth 1
m. m. m.
RectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangularRectangular
![Page 159: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/159.jpg)
![Page 160: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/160.jpg)
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
![Page 161: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/161.jpg)
![Page 162: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/162.jpg)
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
![Page 163: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/163.jpg)
![Page 164: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/164.jpg)
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
![Page 165: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/165.jpg)
![Page 166: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/166.jpg)
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
![Page 167: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/167.jpg)
![Page 168: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/168.jpg)
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
![Page 169: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/169.jpg)
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
![Page 170: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/170.jpg)
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
![Page 171: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/171.jpg)
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)
![Page 172: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/172.jpg)
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
![Page 173: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/173.jpg)
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
![Page 174: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/174.jpg)
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
![Page 175: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/175.jpg)
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
![Page 176: Arch Way Estimate](https://reader035.fdocuments.us/reader035/viewer/2022062502/577c83891a28abe054b5550c/html5/thumbnails/176.jpg)
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
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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°
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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
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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)
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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
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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
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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
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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
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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
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QUANTITY OF LUMBER FOR SCAFFOLDINGFlooringBoard Ft.Per Sq. M
6.109.1012.10
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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
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TOTAL44
21
11 PCS 10MM DIA2 SIDES
22 GRAND TOTAL
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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
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8 16MM DIA4
16 GRAND TOTAL
14 12MM DIA