I. SITEWORKS A. EXCAVATION for walls Perimeter = 50.00 m Depth = 1.50 m widt = 0.30 m VOLUME= 22.50 for footing footing 1 footing 2 length = 1.5 m length = 1.2 m width = 1m width 0.8 m depth = 2.4 m depth = 2.4 m number= 3 number= 20 VOLUME= 10.80 VOLUME= 46.08 footing 3 length = 1m width = 1m depth = 2.4 m number= 10 VOLUME= 24.00 total Volume 46.08 B. BACKFILLING volume = 36.86 C. EARTHFILL MATERIALS area = 229.00 thickness = 0.25 m volume = 57.25 II. CONCRETE WORKS A. FOR FOOTING for footing 1 for footin 1. concrete 1. concret length = 1.50 m length = width = 1.00 m width = depth = 0.40 m depth = number = 4.00 number = class A class A cement = 21.60 bags cement = sand = 1.20 sand = gravel = 2.40 gravel m 3 m 3 m 3 m 3 m 3 m 3 m 2 m 3 m 3 m 3
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C. EARTHFILL MATERIALSarea = 229.00thickness = 0.25 mvolume = 57.25
II. CONCRETE WORKS
A. FOR FOOTINGfor footing 1 for footing 21. concrete 1. concretelength = 1.50 m length = 1.20width = 1.00 m width = 0.80depth = 0.40 m depth = 0.40number = 4.00 number = 2.00
class A class Acement = 21.60 bags cement = 6.91sand = 1.20 sand = 0.38gravel = 2.40 gravel = 0.77
m3
m3 m3
m3
m3
m3
m2
m3
m3
m3
2. rebars 2. rebarsspacing = 0.18 m spacing = 0.1816mmθ = 22.32 pcs SAY 22 16 mmθ = 7.21
using 30 cm tie wire= 0.63 kg. using 30 cm tie wire= 0.25
for footing 3 for footing 41. concrete 1. concretelength = 1.00 m length =width = 1.00 m width =depth = 0.40 m depth =number = 24.00 number =
class A class Acement = 86.40 bags cement = 0.00sand = 4.80 sand = 0.00gravel = 9.60 gravel = 0.00
2. rebars 2. rebarsspacing = 0.18 m spacing = 0.1816 mmθ = 88.99 pcs SAY 89 16 mmθ = 0.10
using 30 cm tie wire= 3.02 kg. using 30 cm tie wire= 0.00
2. rebarsspacing = 0.15 m16mmθ = 0.00 pcs SAY 012mmθ = 0.00 pcs SAY 010mmθ = 0.00 pcs SAY 0
using 30 cm tie wire= 0.00 kg.
for column 1(2nd level) for column 2 (2nd level)1. concrete 1. concretelength = m length =width = m width =depth = m depth =# of RSB = # of RSB =number = number =
class A class Acement = 0.00 bags cement = 0.00sand = 0.00 sand = 0.00gravel = 0.00 gravel = 0.00
2. rebars 2. rebarsspacing = 0.15 m spacing = 0.1516mmθ = 0.00 pcs SAY 0 16mmθ = 0.0012mmθ = 0.00 pcs SAY 0 12mmθ = 0.0010mmθ = 0.00 pcs SAY 0 10mmθ = 0.00
using 30 cm tie wire= 0.00 kg. using 30 cm tie wire= 0.00
for column 3 (2nd level)1. concretelength = mwidth = depth = m# of RSB =number =
class Acement = 0.00 bagssand = 0.00gravel = 0.00
m3
m3
m3
m3
m3
m3
2. rebarsspacing = 0.15 m16mmθ = 0.00 pcs SAY 012mmθ = 0.00 pcs SAY 010mmθ = 0.00 pcs SAY 0
using 30 cm tie wire= 0.00 kg.
for column 1(1st level) for column 2 (1st level)1. concrete 1. concretelength = m length =width = m width =depth = m depth =# of RSB = # of RSB =number = number =
class A class Acement = 0.00 bags cement = 0.00sand = 0.00 sand = 0.00gravel = 0.00 gravel = 0.00
2. rebars 2. rebarsspacing = 0.15 m spacing = 0.1516mmθ = 0.00 pcs SAY 0 16mmθ = 0.0012mmθ = 0.00 pcs SAY 0 12mmθ = 0.0010mmθ = 0.00 pcs SAY 0 10mmθ = 0.00
using 30 cm tie wire= 0.00 kg. using 30 cm tie wire= 0.00
for column 3 (1st level)1. concretelength = mwidth = depth = m# of RSB =number =
class Acement = 0.00 bagssand = 0.00gravel = 0.00
2. rebarsspacing = 0.15 m16mmθ = 0.00 pcs SAY 012mmθ = 0.00 pcs SAY 010mmθ = 0.00 pcs SAY 0
COLUMN 1(2nd-3rd level)using flywood formstotal lateral width = 1.10 mlength or height of the form= 5.00 mnumber of form = 33.00 pcs.total area of forms = 181.50order :
63 pcs. (1/4" X 4' X 8' plywood)1870 bd. Ft. (2" X 2") wood frame
m2
m3
m3
m2
TOTAL32 pcs. (1/4" X 4' X 8' plywood)
935 bd. Ft. (2" X 2") wood frame
B. FOR BEAM
BEAM 2using flywood formstotal lateral width = 1.10 mlength or height of the form= 150.50 mnumber of form = 1.00 pcs.total area of forms = 165.55order :
57 pcs. (1/4" X 4' X 8' plywood)1441 bd. Ft. (2" X 2" wood frame)
TOTAL57 pcs. (1/4" X 4' X 8' plywood)
1441 bd. Ft. (2" X 2") wood frame
FOR SLABlength = 16.7 mwidth = 10 marea = 167
58 pcs. (1/4" X 4' X 8' marine plywood)1520 bd.ft.(2" X 3") support
C. FOR STAGING AND SCAFFOLDING
SCAFFOLDING FOR COLUMN 1total length of column= 0.00 mvertical support = 0.00 bd.ft.(2" X 3")horizontal support = 0.00 bd.ft.(2" X 2")diagonal braces = 0.00 bd.ft.(2" X 2")
ROOF FRAMING1-1/2 X 3/16" angle barcommercial size 6.00 m
DESIGNATION TRUSS 1 LENGTH QTY. NO. OF PCS.top bar 7.00 6.00 14.00
bottom bar 6.80 6.00 13.60web member 1 1.20 6.00 2.40web member 2 1.00 6.00 2.00
web member 3 0.80 6.00 1.60web member 4 0.60 6.00 1.20web member 5 0.50 6.00 1.00web member 6 0.30 6.00 0.60web member 7 0.10 6.00 0.20web member 8 1.40 12.00 5.60web member 9 1.10 12.00 4.40
web member 10 1.00 12.00 4.00
SUMMARY
TOTAL 1-1/2 X 3/16" angle bar 51 pcs.
50 x 100 x C - purlins, Standardcommercial size 6 mlength width spacing quantity
7 8 0.8 11.672 7 0.8 2.92
Def bar, 10mmø sag rodcommercial size 6 mlength no. span quantity
BAGS CEMENTm B Cm 10X20X40 12.5 0.525 0.349m 15X20X40 12.5 1.013 0.759
20X20X40 12.5 1.5 1.125
bags
mpcs( 6m long)pcs( 6m long)kg.
SIZE OF CHB
m2
m3
STAGING
column Bd.Ft. per Meter Ht. Beam Bd. Ft./ M ht.
vert. hor. brace vert. hor.2" X 2" 4.67 21.00 11.67 4.00 4.672" X 3" 7.00 31.67 17.50 6.00 7.002" X 4" 9.33 42.22 23.33 8.00 9.33
lumber size
0.04 320.1175
15mm15mm15mm15mm15mm15mm15mm15mm15mm
- -
15mm15mm
- -- -
=
SIZES OF WIRES AND CONDUIT
2pcs. 2.0mm2
2pcs. 2.0mm2
2pcs. 2.0mm2
2pcs. 2.0mm2
2pcs. 3.5mm2
2pcs. 3.5mm2
2pcs. 3.5mm2
2pcs. 2.0mm2
2pcs. 2.0mm2
2pcs. 2.0mm2
2pcs. 3.5mm1
BAGS CEMENTSANDD
0.328 0.04380.633 0.08440.938 0.125
6.109.10
12.10
flooring bd.ft/m ht
PROJECT: THREE (3)-BEDROOM RESIDENTIAL BUILDING W/ ATTICLOCATION: Bucot, Aliaga, Nueva EcijaSUBJECT: SUMMARY OF COST ESTIMATE
No. DESCRIPTION AMOUNTI SITEWORKS 9,175.00 II CONCRETE WORKS 132,945.22 III FORMWORKS 69,018.45 IV CARPENTRY WORKS 20,620.25 V MASONRY WORKS 92,801.00 VI TILEWORKS 18,490.00 VII DOORS AND WINDOWS 139,560.00 VIII HARDWARES 19,010.00 IX ROOFING WORKS 348,521.50 X PLUMBING WORKS 32,025.00 XI PAINTING WORKS 30,780.00 XII ELECTRICAL WORKS 65,152.00 XIII METAL WORKS 45,500.00 XIV PEST CONTROL 6,450.00
TOTAL MATERIAL COST Php 1,030,048.42 LABOR COST (35% OF MAT'L COST) Php 360,516.95
GRAND TOTAL Php 1,390,565.37
PROJECT: THREE (3)-BEDROOM RESIDENTIAL BUILDING W/ ATTICLOCATION: Bucot, Aliaga, Nueva EcijaSUBJECT: Cost Estimate
Item Description Qty. Unit Amount
I SITEWORKSExcavation 40.00 m3 - Backfilling 24.00 m3 - - Eartfill Material 25.00 m3 367.00 9,175.00
###Sub Total "1" 9,175.00
###II CONCRETE WORKS ###
for footings ###concrete ###
Portland cement 87.00 bags 199.00 17,313.00 sand 4.81 cu m 500.00 2,405.00 gravel 9.62 cu m 776.00 7,465.12
Kwikset Door knob 9.00 unit 900.00 8,100.00 Yale Dead Bolt - unit - - Loosepin type S/S Hinges 27.00 unit 180.00 4,860.00 Yale" Door Closer Heavy Duty type - unit 180.00 -
2" common wire nails 13.00 kgs. 70.00 910.00 3"common nails 13.00 kgs. 70.00 910.00
21/2' Finishing nails
PROJECT: THREE (3)-BEDROOM RESIDENTIAL BUILDING W/ ATTICLOCATION: Bucot, Aliaga, Nueva EcijaSUBJECT: Cost Estimate
Item Description Qty. Unit AmountItem No.
Unit Cost (Material)
3"concrete nails 6.00 kgs. 90.00 540.00 4"common wire nails 25.00 kgs. 90.00 2,250.00
###Sub Total "8" 19,010.00
###IX ROOFING WORKS ###
Roof Framing ###2" x 3/16" Angle Bar 66.00 nos 505.00 33,330.00 50 x 100 x C - purlins, Standard 71.00 nos 398.00 28,258.00 16mm dia. Turn Buckle - pc 85.00 - tekscrew - pcs 1.00 - Def bar, 10mmø sag rod 5.00 kgs 91.00 455.00 Plain G.I. Sheet 18.00 pc 392.00 7,056.00 Welding Rod 30.00 box 82.00 2,460.00 G.I. Rivets 1,575.00 pc 0.50 787.50 G.I. washers 3,150.00 pc 2.00 6,300.00 lead washer 1,575.00 kgs. 165.00 259,875.00 Rib type long span roof 226.00 sm - blind rivets pc 0.50 - miscellaneous 10,000.00