Project Title : Proposed Tow-Storey with Roof Deck Mixed Used Buiding

Owner :
Location :

SUMMARY
Note: Labor Cost is 40% of the material cost.
ITEM NO. WORK DESCRIPTION UNIT QUANTITY QUANTITY

I Excavation and Backfilling Works m3 180.92 ₱27,193.09

II Concrete Works m3 169.22 ₱867,066.63
III Steel Reinforcement Works kg 18072.79 ₱1,127,478.66
IV Masonry Works m2 512.00 ₱356,707.23
Ceiling Works (Fiber Cement Board on Metal
V m2 487.35 ₱275,883.22
Frame)
VI Roofing and Structural Steel Works m2 2068.97 ₱174,372.80
VII Painting Woks m2 1511.35 ₱134,183.00
VIII Doors and Windows lot 1.00 ₱235,060.00
IX Tile Works m2 163.54 ₱208,334.00
X Eletrical Works lot 1.00 ₱131,376.00
XI Plumbing Works lot 1.00 ₱211,162.00
XII Forms and Scaffolding Works lot 1.00 ₱56,000.00
TOTAL COST (Material + Labor) = ₱3,804,816.64
CONTINGENCY (5%) = ₱190,240.83
GRAND TOTAL = ₱3,995,057.47

Prepared by:

Civil Engineer
Project Title : Proposed Tow-Storey with Roof Deck Mixed Used Buiding
Owner :
Location :

DETAILED ESTIMATES

Note: Labor Cost is 40% of the material cost.

ITEM UNIT COST
WORK DESCRIPTION UNIT QUANTITY AMOUNT
NO. MATERIAL LABOR
3
I Excavation and Backfilling Works m 180.92 ₱150.31 ₱27,193.09
3
a Exavation m 180.92 ₱120.00 ₱21,710.16
3
b Select fill m 180.41 ₱20.00 ₱3,608.19
3
c Gravel Bed m 13.39 ₱100.00 ₱40.00 ₱1,874.74
Sub-Total ₱27,193.09
3
II Concrete Works m 169.22 ₱5,124.00 ₱867,066.63
3
a Footing m 26.98
Portland Cement bags 242.811 ₱240.00 ₱96.00 ₱81,584.50
3
Sand m 13.4895 ₱1,000.00 ₱400.00 ₱18,885.30
3
Gravel m 26.979 ₱1,000.00 ₱400.00 ₱37,770.60
3
b Wall Footing m 4.80
Portland Cement bags 43.2 ₱240.00 ₱96.00 ₱14,515.20
3
Sand m 2.4 ₱1,000.00 ₱400.00 ₱3,360.00
3
Gravel m 4.8 ₱1,000.00 ₱400.00 ₱6,720.00
3
c Tie Beam m 10.53
Portland Cement bags 94.77 ₱240.00 ₱96.00 ₱31,842.72
3
Sand m 5.265 ₱1,000.00 ₱400.00 ₱7,371.00
3
Gravel m 10.53 ₱1,000.00 ₱400.00 ₱14,742.00
3
d Column m 32.19
Portland Cement bags 289.7325 ₱240.00 ₱96.00 ₱97,350.12
3
Sand m 16.09625 ₱1,000.00 ₱400.00 ₱22,534.75
3
Gravel m 32.1925 ₱1,000.00 ₱400.00 ₱45,069.50
3
e Beams m 30.59
Portland Cement bags 275.31225 ₱240.00 ₱96.00 ₱92,504.92
3
Sand m 15.295125 ₱1,000.00 ₱400.00 ₱21,413.18
3
Gravel m 30.59025 ₱1,000.00 ₱400.00 ₱42,826.35
3
f Slab m 64.13
Portland Cement bags 577.125 ₱240.00 ₱96.00 ₱193,914.00
3
Sand m 32.0625 ₱1,000.00 ₱400.00 ₱44,887.50
3
Gravel m 64.125 ₱1,000.00 ₱400.00 ₱89,775.00
Sub-Total ₱867,066.63
III Steel Reinforcement Works kg 18072.79 ₱62.39 ₱1,127,478.66
a Footing kg 1975.57
20mm dia. steel bar @ 6m long pcs 25 ₱510.00 ₱204.00 ₱17,850.00
16mm dia. steel bar @ 6m long pcs 116 ₱330.00 ₱132.00 ₱53,592.00
12mm dia. steel bar @ 6m long pcs 90 ₱220.00 ₱88.00 ₱27,720.00
b Wall Footing kg 168.00
12mm dia. steel bar @ 6m long pcs 33 ₱220.00 ₱88.00 ₱10,164.00
3
c Tie Beam m 1987.56
16mm dia. steel bar @ 6m long pcs 137 ₱330.00 ₱132.00 ₱63,294.00
10mm dia. steel bar @ 6m long pcs 188 ₱180.00 ₱72.00 ₱47,376.00
d Column kg 7799.31
20mm dia. steel bar @ 6m long pcs 372 ₱510.00 ₱204.00 ₱265,608.00
16mm dia. steel bar @ 6m long pcs 88 ₱330.00 ₱132.00 ₱40,656.00
 10mm dia. steel bar @ 6m long pcs 293 ₱180.00 ₱72.00 ₱73,836.00
e Beams kg 6142.36
16mm dia. steel bar @ 6m long pcs 497 ₱220.00 ₱88.00 ₱153,076.00
10mm dia. steel bar @ 6m long pcs 557 ₱180.00 ₱72.00 ₱140,364.00
f Slab kg 3291.36
12mm dia. steel bar @ 6m long pcs 467 ₱220.00 ₱88.00 ₱143,836.00
10mm dia. steel bar @ 6m long pcs 217 ₱180.00 ₱72.00 ₱54,684.00
g. Tie Wire kg 361.46
Gauge 26 G.I. Tie Wire kg 361.46 ₱70.00 ₱28.00 ₱35,422.66
Sub-Total ₱1,127,478.66
2
IV Masonry Works m 512.00 ₱696.69 ₱356,707.23
4" CHB pcs 6528 ₱10.50 ₱4.20 ₱95,961.60
10mm dia. steel bar @ 6m long pcs 345 ₱180.00 ₱72.00 ₱86,940.00
Gauge 26 G.I. Tie Wire kg 16.38 ₱70.00 ₱28.00 ₱1,605.63
Portland Cement bags 350 ₱240.00 ₱96.00 ₱117,600.00
3
Sand m 39 ₱1,000.00 ₱400.00 ₱54,600.00
Sub-Total ₱356,707.23
Ceiling Works (Fiber Cement Board on 2
V m 487.35 ₱566.09 ₱275,883.22
Metal Frame)
4.5mm thk Fiber Cement Board sheets 163.54 ₱545.00 ₱218.00 ₱124,781.22
12mm x 38mm x 5m x 0.8mm thk. Metal
length 545 ₱150.00 ₱60.00 ₱114,450.00
Double Furring Channel
12mm x 38mm x 5m x 0.8mm thk. Metal
length 100 ₱145.00 ₱58.00 ₱20,300.00
Carrying Channel
25 x 25mm x 300mm Wood Vent with insect
pcs 6 ₱280.00 ₱112.00 ₱2,352.00
screen
Consumables lot 1 ₱10,000.00 ₱4,000.00 ₱14,000.00
Sub-Total ₱275,883.22
2
VI Roofing and Structural Steel Works m 84.28 ₱2,068.97 ₱174,372.80
Guage 26 Colored Roof ln.m 120 ₱230.00 ₱92.00 ₱38,640.00
2"x3" C-Purlins @ 6m long length 27 ₱956.00 ₱382.40 ₱36,136.80
2"x6" C-Purlins @ 6m long length 6 ₱1,180.00 ₱472.00 ₱9,912.00

10mm dia. sagrods withstandard turn buckle length 4 ₱135.00 ₱54.00 ₱756.00

Prefabrigated Gauge 26 Metal Gutter ln.m. 8 ₱430.00 ₱172.00 ₱4,816.00

G.I. Flushing ln.m. 8 ₱430.00 ₱172.00 ₱4,816.00
Fiber Cement Fascia Board with Metal
ln.m. 8 ₱450.00 ₱180.00 ₱5,040.00
Frame
4" G.I. Pipe length 7 ₱2,800.00 ₱1,120.00 ₱27,440.00

1 1/2"x1 1/2"x1/4" Angle Bar length 32 ₱420.00 ₱168.00 ₱18,816.00

Miscellaneuous lot 1 ₱20,000.00 ₱8,000.00 ₱28,000.00

Sub-Total ₱174,372.80
2
VII Painting Woks m 1511.35 ₱88.78 ₱134,183.00
Acrylic Latex Paint Primer gal 50 ₱580.00 ₱232.00 ₱40,600.00
Acrylic Gloss Latex Paint gal 50 ₱580.00 ₱232.00 ₱40,600.00
Neutralizer gal 50 ₱400.00 ₱160.00 ₱28,000.00
Concrete Putty gal 4 ₱435.00 ₱174.00 ₱2,436.00
Paint Thinner gal 3 ₱120.00 ₱48.00 ₱504.00
Patching Compound sacks 15 ₱530.00 ₱212.00 ₱11,130.00
Masking Tape rolls 20 ₱48.00 ₱19.20 ₱1,344.00
No.36 Sand Paper sheets 50 ₱85.00 ₱34.00 ₱5,950.00
No.120 Sand Paper sheets 50 ₱32.00 ₱12.80 ₱2,240.00
 Paint Roller pcs 5 ₱115.00 ₱46.00 ₱805.00
Paint Brush (No.3) pcs 5 ₱82.00 ₱32.80 ₱574.00
Sub-Total ₱134,183.00
VIII Doors and Windows lot 1.00 ₱235,060.00 ₱235,060.00
1.5mx2.1m Double Swing Panel Complete
set 1 ₱5,500.00 ₱2,200.00 ₱7,700.00
with Accessories
1.0mx2.1m Double Swing Panel Complete
sets 17 ₱3,800.00 ₱1,520.00 ₱90,440.00
with Accessories
0.7mx2.1m Standard PVC Door With
sets 11 ₱2,100.00 ₱840.00 ₱32,340.00
Accessories
1.2mx1.2m Sliding Glass Window on
sets 13 ₱4,200.00 ₱1,680.00 ₱76,440.00
Analok Frame
0.60mx1.2m Fixed Glass Window on Analok
sets 3 ₱1,900.00 ₱760.00 ₱7,980.00
Frame
2.1mx2.2m Pre-fabricated Glass Window on
set 1 ₱400.00 ₱160.00 ₱560.00
Analok Frame
0.60mx0.60m Awning Glass Window on
sets 6 ₱1,100.00 ₱440.00 ₱9,240.00
Analok Frame
1.1mx2.2m Pre-fabricated Glass Window on
sets 1 ₱3,200.00 ₱1,280.00 ₱4,480.00
Analok Frame
Grilled Window (10mmθ Round Bar on
lot 1 ₱4,200.00 ₱1,680.00 ₱5,880.00
Metal Frame)
Sub-Total ₱235,060.00
2
IX Tile Works m 163.54 ₱1,273.90 ₱208,334.00
600mmx600mm Glazed Tiles pcs 400 ₱180.00 ₱72.00 ₱100,800.00
400mmx400mm Glazed Tiles pcs 200 ₱95.00 ₱38.00 ₱26,600.00
400mmx400mm Unlazed Tiles pcs 450 ₱95.00 ₱38.00 ₱59,850.00
Tile Trim pcs 17 ₱180.00 ₱72.00 ₱4,284.00
Portland Cement bags 11 ₱240.00 ₱96.00 ₱3,696.00
Tile Adhesive bags 13 ₱320.00 ₱128.00 ₱5,824.00
Tile Grout kg 5 ₱40.00 ₱16.00 ₱280.00
Consumables lot 1 ₱5,000.00 ₱2,000.00 ₱7,000.00
Sub-Total ₱208,334.00
X Eletrical Works lot 1.00 ₱131,376.00 ₱131,376.00
2
3.5mm TW Copper wire box 2 ₱4,800.00 ₱1,920.00 ₱13,440.00
2
5.5mm TW Copper wire box 2 ₱6,200.00 ₱2,480.00 ₱17,360.00
20mm dia. PVC conduit corrugated pipe ln. m. 280 ₱100.00 ₱40.00 ₱39,200.00
Convenience Outlet pcs 35 ₱130.00 ₱52.00 ₱6,370.00
Lighting Fixtures set 71 ₱200.00 ₱80.00 ₱19,880.00
Switch pcs 53 ₱180.00 ₱72.00 ₱13,356.00
Circuit Breaker pcs 1 ₱4,000.00 ₱1,600.00 ₱5,600.00
Panel Board pcs 1 ₱4,900.00 ₱1,960.00 ₱6,860.00
4" Junction Box pcs 10 ₱65.00 ₱26.00 ₱910.00
Consumables lot 1 ₱6,000.00 ₱2,400.00 ₱8,400.00
Sub-Total ₱131,376.00
XI Plumbing Works lot 1.00 ₱211,162.00 ₱211,162.00
Water Closet Complete with Accessories set 9 ₱3,800.00 ₱1,520.00 ₱47,880.00
Lavatory Complete with Accessories set 8 ₱2,100.00 ₱840.00 ₱23,520.00
Kitchen Sink Complete with Accessories set 1 ₱3,500.00 ₱1,400.00 ₱4,900.00
4" Stainless Floor Drain pcs 11 ₱300.00 ₱120.00 ₱4,620.00
4" Clean Out pcs 4 ₱120.00 ₱48.00 ₱672.00
Stainless Faucet set 12 ₱350.00 ₱140.00 ₱5,880.00
 Shower Complete with Accessories pcs 5 ₱1,200.00 ₱480.00 ₱8,400.00
Bidet Complete with Accessories pcs 9 ₱900.00 ₱360.00 ₱11,340.00
3" P-trap pcs 1 ₱200.00 ₱80.00 ₱280.00
4'' dia. PVC Pipe Length 30 ₱450.00 ₱180.00 ₱18,900.00
3" dia. PVC Pipe Length 10 ₱380.00 ₱152.00 ₱5,320.00
PVC Assorted Fittings for Waste Water Line lot 1 ₱8,000.00 ₱3,200.00 ₱11,200.00
Catch Basin lot 1 ₱10,000.00 ₱4,000.00 ₱14,000.00
Septic Vault complte with Accessories and
lot 1 ₱15,000.00 ₱6,000.00 ₱21,000.00
Manhole Cover
1/2" dia. PVC Pipe Length 35 ₱450.00 ₱180.00 ₱22,050.00
PVC Assorted Fittings for Water Line lot 1 ₱5,000.00 ₱2,000.00 ₱7,000.00
Consumable lot 1 ₱3,000.00 ₱1,200.00 ₱4,200.00
Sub-Total ₱211,162.00
XII Forms and Scaffolding Works lot 1.00 ₱56,000.00 ₱56,000.00
Forms Aand Scaffolds lo1 1 ₱40,000.00 ₱16,000.00 ₱56,000.00
Sub-Total ₱56,000.00
TOTAL COST (MATERIALS + LABOR) = ₱3,804,816.64
ITEM II:Concrete Works
A. Footing
Footing List
Footing Dimension Volume of
Footing
Length Width Thickness Type Quantity Concrete
Marked
(m) (m) (m) (m3)
Building
F1 1.50 2.50 0.30 Isolated 5.00 5.625
F2 1.80 1.80 0.30 Isolated 4.00 3.888
F3 2.00 2.00 0.30 Isolated 5.00 6
F4 2.00 2.00 0.35 Isolated 3.00 4.2
F5 2.70 1.80 0.35 Combined 2.00 3.402
F6 1.80 1.60 0.30 Combined 1.00 0.864
Fence
F7 1.00 1.00 0.20 Isolated 15.00 3
Total Volume = 26.979
B. Wall Footing'
Dimension
Volume of
Estimated Concrete
Marked
Total Width Thickness
(m3)
Length (m) (m) (m)
WF 48.00 0.40 0.25 4.8
Total Volume = 4.8
C. Tie Beam
Dimension
Volume of
Estimated
Marked Width Thickness Concrete
Total
(m) (m) (m3)
Length (m)
FTB 78.00 0.30 0.45 10.53
Total Volume = 10.53
D. Column
Dimension
Volume of
Total
Marked Long Side Short Side Quantity Concrete
Height
(m) (m) (m3)
(m)
Building
C1/C2 11.00 0.35 0.35 23.00 30.9925
Fence
C1 2.00 0.20 0.20 15.00 1.2
Total Volume = 32.1925
E. Beams
Beam List
Dimension Volume of
Marked Estimated Width Thickness Concrete
Total (m) (m) (m3)
Second Floor Beams
B2-1 5.5 0.2 0.35 0.385
B2-2 1.2 0.2 0.4 0.096
B2-3 1.3 0.2 0.4 0.104
B2-4 2.8 0.25 0.45 0.315
B2-5 19.7 0.25 0.45 2.21625
B2-6 1 0.25 0.45 0.1125
B2-7 11.1 0.25 0.45 1.24875
B2-8 5.1 0.3 0.5 0.765
B2-9 12 0.3 0.5 1.8
B2-10 7 0.3 0.5 1.05
B2-11 4.6 0.3 0.5 0.69
B2-12 16.5 0.3 0.5 2.475
B2-13 20.4 0.3 0.5 3.06
B2-14 5.6 0.3 0.5 0.84
B2-15 14 0.3 0.5 2.1
Roof Deck Beam
RDB-1 2.3 0.2 0.35 0.161
RDB-2 27.4 0.2 0.4 2.192
RDB-3 9.6 0.2 0.4 0.768
RDB-4 15.4 0.2 0.4 1.232
RDB-5 21.2 0.2 0.4 1.696
RDB-6 1 0.2 0.4 0.08
RDB-7 3 0.25 0.45 0.3375
RDB-8 26.2 0.25 0.45 2.9475
RDB-9 14 0.25 0.45 1.575
RDB-10 10.5 0.25 0.45 1.18125
RDB-11 1 0.25 0.45 0.1125
Roof Deck Beam
RB 15 0.2 0.35 1.05
Total Volume = 30.59025
E. Slab
Volume of
Thickness
Marked Total Estimated Area Concrete
(m)
(m3)
Slab on
169 0.125 21.125
Grade
Suspended
344 0.125 43
Slab
Total Volume = 64.125
ITEM I:Excavation and Backfilling Works
A. Excavation
Footing
Depth of Excavation 1.80 m
Footing List
Footing Dimension Volume of
Footing
Length, L Width, W Thickness, t Type Quantity Excavation
Marked
(m) (m) (m) (m3)
Building
F1 1.50 2.50 0.30 Isolated 5 33.75
F2 1.80 1.80 0.30 Isolated 4 23.328
F3 2.00 2.00 0.30 Isolated 5 36
F4 2.00 2.00 0.35 Isolated 3 21.6
F5 2.70 1.80 0.35 Combined 2 17.496
F6 1.80 1.60 0.30 Combined 1 5.184
Fence
F7 1.00 1.00 0.20 Isolated 15 18
Total Volume = 155.358
Wall Footing and Tie Beams
Depth of Excavation 0.60 m
Footing Dimension
Volume of
Estimated Excavation
Marked
Total Width Thickness
(m3)
Length (m) (m) (m)
WF 48.00 0.40 0.25 11.52
FTB 78.00 0.30 0.45 14.04
Total Volume = 25.56

Total Volume of Excavation ------------------------------------------------------------------------ 180.918 m3

B. Backfill
Footing List
Dimension Volume of
Footing
Length Width Thickness Type Quantity Concrete
Marked
(m) (m) (m) for Footing
F1 1.50 2.50 0.30 Isolated 5.00 5.625
F2 1.80 1.80 0.30 Isolated 4.00 3.888
F3 2.00 2.00 0.30 Isolated 5.00 6
F4 2.00 2.00 0.35 Isolated 3.00 4.2
F5 2.70 1.80 0.35 Combined 2.00 3.402
F6 1.80 1.60 0.30 Combined 1.00 0.864
Total Volume = 23.979
 Columns
Number of Columns for Buildings 23.00 pcs
Column Dimensions
Short Side 0.35 m
Long Side 0.35 m
Height Included 1.50 m
Number of Columns for Fence 15.00 pcs
Column Dimensions
Short Side 0.20 m
Long Side 0.20 m
Height Included 1.00 m
Total Volume 4.83 m3
Tie Beam
Height Included 0.15 m
Total Volume 5.27 m3
Masonry
Height Included 0.35 m
Thickness 0.15 m
Total Volume 2.52 m3
3
Total Volume not Inluded 36.59 m

3
Total Volume of Excavation (+ 25% Shrinkage) 180.409688 m
------------------------------------------------------------------------
C. Gravel Bed
2
Footing, Wall Footing and Tie Beams 13.391 m
ITEM IV:Masonry Works
A. Fence
Total Length 42.00 m
Height of Masonry Wall 2.60 m
Sub-Total Area 109.20 m2
B. Building
Ground t Roof Deck
Total Length 92.00 m
Height of Masonry Wall 4.10 m
Total Area 377.20 m2
Second to Roof Deck
Total Length 123.00 m
Height of Masonry Wall 2.90 m
Total Area 356.70 m2
Second to Roof Deck
Type 1
Total Length 29.00 m
Height of Masonry Wall 2.60 m
Total Area 75.40 m2
Type 2
Total Length 32.00 m
Height of Masonry Wall 1.20 m
Total Area 38.40 m2
Sub-Total Area 491.00 m2
C. Doors and Windows
Dimensions Quantity Total Area
Marked Length Width
(pcs) (m2)
(m) (m)
D1 2.1 1.5 1 3.15
D2 2.1 1 17 35.7
D3 2.1 0.7 11 16.17
W1 1.2 1.2 13 18.72
W2 1.2 0.6 2 1.44
W3 2.11 2 1 4.22
W4 0.6 0.6 6 2.16
W5 1.9 1.1 1 2.09
W6 8 0.6 1 4.8
Total Area = 88.45
Area Needed for Masonry 512.00 m2

Materials Needed
4" CHB 6528 pcs
Mortar
Portland Cement 201.728 bags
Sand 22.272 m3
Plaster
Portland Cement 147.456 bags
Sand 16.384 m3
Total
Portland Cement 350 bags
Sand 39 m3
ITEM III:Steel Reinforcement Works
A. Footing
Commercial
Length Qty. of Total Length
Qty. of Rebar Dia. Weight @6m/Length
Marked Configuration (m) bars Length
Footing Marked (mm) (kg)
(pcs) (m)
say
A B C D E F

A C
F1 5.00 B 0.10 1.30 0.10 16 14 105.00 165.93 17.5 18

A C
F2 4.00 B 0.10 1.60 0.10 16 18 129.60 204.80 21.6 17

A C
F3 5.00 B 0.10 1.80 0.10 16 24 240.00 379.26 40 40

s1 0.10 1.80 0.10 16 30 180.00 284.44 30 30

F4 3.00 A C
B
s2 0.10 1.80 0.10 12 30 180.00 160.00 30 30

s1 0.10 2.50 0.10 20 14 75.60 186.67

24.6 25
A C
F5 2.00 s2 0.10 1.60 0.10 20 20 72.00 177.78
B

s3 0.10 1.60 0.10 12 15 54.00 48.00 9 9

s1 0.10 1.60 0.10 16 16 28.80 45.51

10.667 11

F6 1.00 s2 A C 0.10 1.40 0.10 16 22 35.20 55.62

B

s3 0.10 1.40 0.10 12 10 16.00 14.22 2.6667 3

A C
F7 15.00 B 0.10 1.70 0.10 12 10 285.00 253.33 47.5 48

Total Weight = 1975.57

B. Wall Footing
Commercial
Qty. of Length Qty. of Total Length
Rebar Dia. Weight
Marked Wall Configuration (m) bars Length @6m/Length
Marked (mm) (kg)
Footing (pcs) (m)
say
A B C D E F

s1 A 48.00 12 3 144.00 128.00 24 24

WF 1.00

s2 A 0.30 12 150 45.00 40.00 7.5 9

Total Weight = 168.00

C. Tie Beam
Commercial
Length Qty. of Total Length
Rebar Dia. Weight
Marked Configuration (m) bars Length @6m/Length
Marked (mm) (kg)
(pcs) (m)
say
A B C D E F

s1 A 19.50 16 10 195.00 308.15 32.5 33

s2 B 39.00 16 16 624.00 986.07 104 104

FTB
A
E
F
s3 D B 0.22 0.40 0.22 0.40 0.10 0.10 10 780 1123.20 693.33 187.2 188

Total Weight = 1987.56

D. Column
Commercial
Length Qty. of Total Length
Qty. of Rebar Dia. Weight @6m/Length
Marked Configuration (m) bars Length
Column Marked (mm) (kg)
(pcs) (m)
say
A B C D E F

A
s1 B 0.40 5.60 20 12 1584.00 3911.11 264 264

s2 A 6.00 20 4 528.00 1303.70 88 88

C1 22.00 s3 6.00 16 4 528.00 834.37 88 88

A
A
E
F
s4 D B 0.27 0.27 0.27 0.27 0.10 0.10 10 80 2252.80 1390.62 375.47 276

A
s1 B 0.40 5.60 20 12 72.00 177.78 12 12

s2 A 6.00 20 8 48.00 118.52 8 8

C2 1.00
A
E
F
s3 D B 0.27 0.27 0.27 0.27 0.10 0.10 10 80 102.40 63.21 17.067 17

C
Total Weight = 7799.31
E. Beams
2nd Floor Beams
Commercial
Length Qty. of Total Length
Rebar Dia. Weight @6m/Length
Marked Configuration (m) bars Length
Marked (mm) (kg)
(pcs) (m)
say
A B C D E F

s1 A 5.50 16 4 22.00 34.77 3.6667 33

A
B2-1 E
F
s2 D B 0.12 0.27 0.12 0.27 0.10 0.10 10 55 53.90 33.27 8.9833 10

s1 A 1.20 16 4 4.80 7.59 0.8 33

A
B2-1 E
F
s2 D B 0.12 0.32 0.12 0.32 0.10 0.10 10 12 12.96 8.00 2.16 2

s1 A 0.65 16 6 3.90 6.16 0.65 1

s2 B 0.65 16 8 5.20 8.22 0.8667 1

B2-3
A
E
F
s3 D B 0.12 0.32 0.12 0.32 0.10 0.10 10 13 14.04 8.67 2.34 2

s1 A 2.80 16 6 16.80 26.55 2.8 3

A
B2-4 E
F
s2 D B 0.17 0.37 0.17 0.37 0.10 0.10 10 28 35.84 22.12 5.9733 6

C
 s1 A 9.85 16 21 206.85 326.87 34.475 35

A
B2-5 E
F
s2 D B 0.17 0.37 0.17 0.37 0.10 0.10 10 98 125.44 77.43 20.907 21

s1 A 1.00 16 8 8.00 12.64 1.3333 1

A
B2-6 E
F
s2 D B 0.17 0.37 0.17 0.37 0.10 0.10 10 10 12.80 7.90 2.1333 2

s1 A 5.55 16 15 83.25 131.56 13.875 14

A
B2-7 E
F
s2 D B 0.17 0.37 0.17 0.37 0.10 0.10 10 111 142.08 87.70 23.68 24

s1 A 5.10 16 8 40.80 64.47 6.8 7

A
B2-8 E
F
s2 D B 0.22 0.42 0.22 0.42 0.10 0.10 10 51 75.48 46.59 12.58 13

s1 A 6.00 16 24 144.00 227.56 24 24

A
B2-9 E
F
s2 D B 0.22 0.42 0.22 0.42 0.10 0.10 10 120 177.60 109.63 29.6 30

s1 A 3.50 16 25 87.50 138.27 14.583 15

A
B2-10 E
F
s2 D B 0.22 0.42 0.22 0.42 0.10 0.10 10 70 103.60 63.95 17.267 11

s1 A 2.30 16 36 82.80 130.84 13.8 14

A
B2-11 E
F
s2 D B 0.22 0.42 0.22 0.42 0.10 0.10 10 46 68.08 42.02 11.347 12

s1 A 8.25 16 25 206.25 325.93 34.375 35

A
B2-12 E
F
s2 D B 0.22 0.42 0.22 0.42 0.10 0.10 10 165 244.20 150.74 40.7 41

s1 A 10.20 16 26 265.20 419.08 44.2 44

A
B2-13 E
F
s2 D B 0.22 0.42 0.22 0.42 0.10 0.10 10 204 301.92 186.37 50.32 51

C
 s1 A 2.80 16 27 75.60 119.47 12.6 13

A
B2-14 E
F
s2 D B 0.22 0.42 0.22 0.42 0.10 0.10 10 56 82.88 51.16 13.813 14

s1 A 7.00 16 36 252.00 398.22 42 42

A
B2-15 E
F
s2 D B 0.22 0.42 0.22 0.42 0.10 0.10 10 140 207.20 127.90 34.533 35

Total Weight = 3401.66

Roof Deck Beam
Commercial
Length Qty. of Total Length
Rebar Dia. Weight @6m/Length
Marked Configuration (m) bars Length
Marked (mm) (kg)
(pcs) (m)
say
A B C D E F

s1 A 2.30 16 4 9.20 14.54 1.5333 2

A
RDB-1 E
F
s2 D B 0.12 0.27 0.12 0.27 0.10 0.10 10 23 22.54 13.91 3.7567 4

s1 A 27.40 16 4 109.60 173.20 18.267 19

A
RDB-2 E
F
s2 D B 0.12 0.32 0.12 0.32 0.10 0.10 10 274 295.92 182.67 49.32 50

s1 A 4.80 16 14 67.20 106.19 11.2 11

A
RDB-3 E
F
s2 D B 0.12 0.32 0.12 0.32 0.10 0.10 10 96 103.68 64.00 17.28 17

s1 A 7.70 16 16 123.20 194.69 20.533 21

A
RDB-4 E
F
s2 D B 0.12 0.32 0.12 0.32 0.10 0.10 10 154 166.32 102.67 27.72 28

s1 A 10.60 16 18 190.80 301.51 31.8 32

A
RDB-5 E
F
s2 D B 0.12 0.32 0.12 0.32 0.10 0.10 10 212 228.96 141.33 38.16 39

s1 A 1.00 16 6 6.00 9.48 1 1

A
RDB-6 E
F
s2 D B 0.12 0.32 0.12 0.32 0.10 0.10 10 10 10.80 6.67 1.8 2

C
 s1 A 3.00 16 6 18.00 28.44 3 3

A
RDB-7 E
F
s2 D B 0.17 0.37 0.17 0.37 0.10 0.10 10 30 38.40 23.70 6.4 7

s1 A 13.10 16 14 183.40 289.82 30.567 31

A
RDB-8 E
F
s2 D B 0.17 0.37 0.17 0.37 0.10 0.10 10 262 335.36 207.01 55.893 56

s1 A 7.00 16 24 168.00 265.48 28 28

A
RDB-9 E
F
s2 D B 0.17 0.37 0.17 0.37 0.10 0.10 10 140 179.20 110.62 29.867 30

s1 A 5.25 16 26 136.50 215.70 22.75 23

A
RDB-10 E
F
s2 D B 0.17 0.37 0.17 0.37 0.10 0.10 10 105 134.40 82.96 22.4 23

s1 A 1.00 16 8 8.00 12.64 1.3333 1

A
RDB-11 E
F
s2 D B 0.17 0.37 0.17 0.37 0.10 0.10 10 10 12.80 7.90 2.1333 2

Total Weight = 2555.14

Roof Beam
Commercial
Length Qty. of Total Length
Rebar Dia. Weight @6m/Length
Marked Configuration (m) bars Length
Marked (mm) (kg)
(pcs) (m)
say
A B C D E F

s1 A 15.00 16 4 60.00 94.81 10 10

A
RB E
F
s2 D B 0.12 0.27 0.12 0.27 0.10 0.10 10 150 147.00 90.74 24.5 25

Total Weight = 185.56

Total Rebar Weight 6142.36 kg
F. Slab
Slab on Grade
Diameter of bar use 10 mm
Estimated Total Length 1300 m 216.67 217
Weight Required 802.47 kg
Second and Roof Deck Slab
Diameter of bar use 12 mm
Estimated Total Length 2800 m 466.67 467
Weight Required 2488.89 kg
Total Rebar Weight 3291.36 kg