BEAM

STANDARD HOOK (mm) TENSION LAP SPLICE (mm)

Anchorage COMPRES UNIT WT.
Bar Dia (mm) Ldh (mm)
Length (mm) 135-90 SION BEAM COLUMN (kg/m)
90 degrees 180 degrees LAP CLASS
degrees SPLICE TOP BAR BOTTOM BAR TIED SPIRAL
A 380 300
10 600 150 160 110 120 300 300 300 0.616
B 490 390
A 680 520
12 710 260 200 120 130 350 520 520 0.888
B 880 680
A 910 700
16 950 350 260 130 160 460 700 700 1.579
B 1180 910
A 1140 870
20 1180 440 320 160 320 580 870 870 2.466
B 1480 1130
A 1780 1370
25 1900 550 400 200 400 720 1370 1370 3.854
B 2310 1780
A 1990 1530
28 2190 620 480 260 810 1530 1530 4.833
B 2590 1990
A 2270 1750
32 2590 700 550 290 930 1750 1750 6.313
B 2950 2280
A 2560 1970
36 2990 790 650 360 1040 1970 1970 7.991
B 3330 2560

SPACER BLOCKS ROUGHING INS

Electrical Electrical
Plumbing Electrical Plumbing Plumbing Electrical
Concrete Volume per Roughing Roughing
Spacer Blocks Label Area No. of units Volume Roughing Ins roughing Ins Roughing Ins roughing Ins roughing Ins Roughing
Cover spacer blocks Ins (3rd Ins (roof
(2nd floor) (2nd floor) (3rd floor) (roof deck) Ins (apex)
floor) deck)
Footing CF1 3 0 0.075 0.0001875 0 Area 4.85 61.115625 4.85 64.12 4.85 67.975 10.215
No. of
F1 3.0625 3 0.075 0.0001875 0.0005625 2 2 2 2 2 2 2
Workers
F2 4 1 0.075 0.0001875 0.0001875 Rate/day 2 4 2 4 2 4 4
F3 6.25 1 0.075 0.0001875 0.0001875 Duration 2 8 2 9 2 9 2
COMB_F1 6.125 1 0.075 0.0001875 0.0001875
COMB_F2 6.125 1 0.075 0.0001875 0.0001875 COLUMNS AND STAIRS FORMWORKS
NGL to GND GND FFL Effective Formwork
Total No. of Tie beam to
MAT_F1 15.75 1 0.075 0.0001875 0.0001875 Fomworks FFL to 2nd Column Perimeter s Total
units NGL dist
thickness FFL dist Height area
Stair Footing 0.684 1 0.075 0.0001875 0.0001875 Roof Deck 6 0 0.3 3 1.2 1.4 10.08
Concrete Volume per
Length Spacing No. of spacer blocks Volume Apex 4 1.2 1.4 6.72
Cover spacer blocks
Total
Tie Beam 63.2 1.5 43 0.075 0.0001875 0.0080625 16.8
Area
No. of
Pair (1
Total Volume 0.00975 carpenter 3
+1
helper)
Rate
Beam 88.9 1.5 60 0.04 0.0001 0.006 8
(sqm/day)
 Spacer blocks
Area No. of spacer blocks Duration 1
tributary area
Suspended Slab 61.115625 2.25 30 0.04 0.0001 0.003
Total Volume 0.009
2nd floor stairs 17 0.04 0.0001 0.0017

COLUMNS AND STAIRS FORMWORKS

NGL to GND GND FFL Effective
Total No. of Tie beam to Formworks
Fomworks FFL to 2nd FFL Column Perimeter
units NGL dist Total area
thickness dist Height
2nd floor columns 14 0.6 0.3 3 3.9 1.4 21.84
Diagonal
Diagonal Bottom Midlanding Diagonal side
rise run Span B9 area Bottom Vertical Area
length Area area
Area
Stairs 0.2 0.3 5.4 1.14 2.0196 2.04 6.156 3.888 3 17.1036
Total Area 38.9436 17.1036 21.84
No. of Pair (1
carpenter+1 3 3 3
helper)
Rate (sqm/day) 8 4 4
Duration 1 1 1

RSB for wall

footing, septic
Top Bars Bottom Bars Top bars No. Bottom bars Total Length
tank, catch Label Weight (kg)
Length/cut Length/cut of cuts No. of cuts (m)
basin, and
rainwater tank
Wall footing
CF1 0.84 22.82 77 3 133.14 82.01424
(10mm)
CWF1 0.84 3.05 11 4 21.44 13.20704
Length per cut (Short Length per cut No. of cuts No. of cuts Total
Short span Long Span Weight (kg)
Span) (Long Span) (Short Span) (Long Span) Length
Septic Tank
1.2 3 1.434 3.234 22 10 63.888 56.732544
(12mm)
Length per cut Length per cut No. of cuts (Short No. of cuts
No. of units Total Length Weight (kg)
(Short Span) (Long Span) Span) (Long Span)
Catch basin and
grease 2.4 2.6 4 4 5 30.4 18.7264
trap(10mm)
Length per cut (Short Length per cut No. of cuts No. of cuts Total
Short span Long Span Weight (kg)
Span) (Long Span) (Short Span) (Long Span) Length
Rainwater Tank 1.2 1.2 1.434 1.434 8 8 22.944 14.133504
Total
184.813728 95.22128 89.592448
Weight
Rate in
200 200 200
kg/day
No. of pair
(Steelman+ 3 3 3
Helper)
Duration 1 1 1
 No. of
RSB for slab on
Short Span Long Span Area cuts/area(1m/ Total Length Total Weight
grade
cut)
8.65 9 77.85 6 467.1 287.7336
Rate in kg/day 200
No. of pair
(Steelman+ 3
Helper)
Duration 1

Footing Formwork
Formworks NGL to tie Tie beam Base Area Side Area No. of
Above Footing: thickness NGL to footing base Length Width Perimeter (m) Height No. of units s Area
(sq.m) beam base thickness (sq.m.) (sq.m.) sides
(INPUT HERE) (sq.m.)
Short Column CF1 0.35 1.75 1 0.4 0.35 0.35 1.4 0.8 0.28 4 2 2.24
F1 0.325 1.75 1 0.4 0.35 0.35 1.4 0.825 0.28875 4 3 3.465
F2 0.35 1.75 1 0.4 0.35 0.35 1.4 0.8 0.28 4 1 1.12
F3 0.375 1.75 1 0.4 0.35 0.35 1.4 0.775 0.27125 5 1 1.35625
COMB_F1 0.4 1.75 1 0.4 0.35 0.35 1.4 0.75 0.2625 6 2 3.15
COMB_F2 0.5 1.75 1 0.4 0.35 0.35 1.4 0.65 0.2275 7 2 3.185
MAT_F1 0.5 1.75 1 0.4 0.35 0.35 1.4 0.65 0.2275 8 3 5.46
Stair Column 0.225 0.9 0 0.4 0.175 1.14 2.63 1.075 0.188125 9 1 1.693125
Total Length
Tie Beam 63.2 0.4 0.3 18.96 1.4 2 50.56
Total
Formworks 72.22938
(sq.m.)
No. of Pair (1
carpenter+1 3
helper)
Rate
8
(sqm/day)
Duration 3
Weight x
Weight x Total Area Base Course
Weight in kg. Weight (6m) Weight (7.5m) Pieces (6m) Pieces (7.5m) Pieces Sum Base Course Area No. of units
Pieces (6m) (sq.m.) Volume (cu.m)
(7.5m)
16mm Dia 9.474 11.8425 1 1 9.474 11.8425 21.3165 CF1 3 0 0 0
20mm Dia 14.796 18.495 63 32 932.148 591.84 1523.988 F1 3.0625 3 9.1875 0.91875
Total 1545.3045 F2 4 1 4 0.4
Rate in
200 F3 6.25 1 6.25 0.625
kg/day
No. of pair
(Steelman+ 3 COMB_F1 6.125 1 6.125 0.6125
Helper)
Duration 3 COMB_F2 6.125 1 6.125 0.6125
MAT_F1 15.75 1 15.75 1.575
Stair Footing 0.684 1 0.684 0.0684
Tie Beam 18.975 1 18.975 1.8975
Total
7.380615
Volume
Rate
1
(cu.m/day)
 No. of Men 9
Duration 1

Column
20mm Dia.
Remaining Concrete Length per Subtotal Main bars 10mm Dia. Tie Length per Length per Subtotal Ties Total
RSB (kg) Label Development Length No. of Units Main Bars
Height cover cut Length weight (kg) (cuts/unit) cut (Tie 1) cut (Tie 2) Length weight Weight
(cut/unit)
(kg)
Short Column CF1 1.15 0.6 0.075 2 1.675 8 26.8 66.0888 11 1.32 0.68 44 27.104 93.1928
F1 1.15 0.6 0.075 3 1.675 8 40.2 99.1332 11 1.32 0.68 66 40.656 139.7892
F2 1.15 0.6 0.075 1 1.675 8 13.4 33.0444 11 1.32 0.68 22 13.552 46.5964
F3 1.15 0.6 0.075 1 1.675 8 13.4 33.0444 11 1.32 0.68 22 13.552 46.5964
COMB_F1 1.15 0.6 0.075 1 1.675 8 13.4 33.0444 11 1.32 0.68 22 13.552 46.5964
COMB_F2 1.15 0.6 0.075 1 1.675 8 13.4 33.0444 11 1.32 0.68 22 13.552 46.5964
MAT_F1 1.15 0.6 0.075 1 1.675 8 13.4 33.0444 11 1.32 0.68 22 13.552 46.5964

Column
16mm Dia. 10mm Dia.
Remaining Concrete Length per Subtotal Main bars Length per Length per Subtotal Ties
Label Development Length No. of Units Main Bars Main Bars Tie
Height cover cut Length weight (kg) cut (Tie 1) cut (Tie 2) Length weight
(cut/unit) (cuts/unit)
(kg)
Stair Column 1.3 0.32 0.075 1 1.545 6 9.27 14.63733 4 3.18 12.72 7.83552 22.47285

Scaffolding(1
Layouting Total
perimeter No. of units Total perimeter (m) 2 lengths per
Estimate perimeter (ft)
footing)
CF1 7 2 14 24
F1 7 3 21 36
F2 8 1 8 12
F3 10 1 10 12
COMB_F1 10.5 1 10.5 12
COMB_F2 10.5 1 10.5 12
MAT_F1 16 1 16 12
Stair Footing 3.48 1 3.48 12
Tie Beam 115.64 1 115.64 12
Total total
209.12 685.9136 144
perimeter
2x2x8 coco
85.7392 pcs 144 pcs
lumber
229 bd.ft 384 bd.ft
Duration 2 4

NGL to GND GND FFL Effective

Total No. of Tie beam to Formworks
Fomworks FFL to 2nd FFL Column Perimeter
units NGL dist Total area
thickness dist Height
1st floor columns 14 0.6 0.3 3.2 4.1 1.4 22.96
Diagonal
Diagonal Bottom Midlanding Diagonal side
rise run Span B9 area Bottom Vertical Area
length Area area
Area
Stairs 0.2 0.3 5.4 1.14 2.0196 2.04 6.156 3.888 3 17.1036
Total Area 40.0636 17.1036 22.96
 Total lengths No. of Pair (1
Total No. of
Scaffolding Lengths per column of 2x2x8 carpenter+1 3 3 3
units
lumber helper)
For columns 14 8 112 Rate (sqm/day) 8 4 4
For Stairs 18 Duration 1 1 1
Total 130 pcs
347 bd.ft.
No. of pair (1
3
carpenter, 1 helper)
rate (bd.ft./day) 40
Duration 3

Concreting Volume Base Area Remaining Voulme

Label No. of units Area Thickness Length Width No. of units
Works (cu.m.) (sq.m.) Height (cu.m)
Column Footing CF1 0 3 0.35 1.05 Short Column 0.35 0.35 0.1225 1.8 2 0.441
F1 3 3.0625 0.325 0.9953125 0.35 0.35 0.1225 1.825 3 0.6706875
F2 1 4 0.35 1.4 0.35 0.35 0.1225 1.8 1 0.2205
F3 1 6.25 0.375 2.34375 0.35 0.35 0.1225 1.775 1 0.2174375
COMB_F1 1 6.125 0.4 2.45 0.35 0.35 0.1225 1.75 2 0.42875
COMB_F2 1 6.125 0.5 3.0625 0.35 0.35 0.1225 1.65 2 0.40425
MAT_F1 1 15.75 0.5 7.875 0.35 0.35 0.1225 1.65 3 0.606375
Stair Footing 1 0.684 0.225 0.1539 Stair column 0.175 1.14 0.1995 1.075 1 0.2144625
Tie beam 63.2 0.4 25.28
Total Volume 19.3304625 Total Volume 28.483463
No. of Crew (1 No. of Crew
mixing (1 mixing
operator, 2 operator, 2
1 1
masons, 1 masons, 1
carpenter, 10 carpenter, 10
laborers) laborers)
Rate Rate
3.5 3.5
(cu.m/day) (cu.m/day)
Duration 6 Duration 9