Cost Estimates

Derivations

1.00 Site Lay-Out qty: 160.00 sq.m.Materials:100pcs - 2"x 2"x 10' form lumber 333.33 bdft 100pcs - 2"x 3"x 10 Form lumber 500.00 bdft #4 CWNail 5.00 kgs #3 CWNail 5.00 kgs #2 1/2 CWNail 5.00 kgs

capability output: 30.00 sq.m/M-day Labor:man-power: 2.00 No.of days: 2.67 days

sayLaborers 4.00 for 2.67 days 3.00 dayCarpenter 2.00

2.00 Earth Works qty: 225.58 cu.m.L W depth #

column footing 2 2 1.50 22.00 132.00 cu.m.wall footing 0.5 0.2 139.00 1.00 13.90 cu.m.tie beam 0.3 0.4 139.00 1.00 16.68 cu.m.

162.58 cu.m.Materials:Filling Materials 63.00 cu.m.

capability output: 0.75 sq.m/M-day Labor:man-power: 8.00 No.of days: 27.10 dayssay 28.00 daysLabor:Laborer 8.00 28.00 days

capability output: 3.00 cu.m./M-day Labor:man-power: 8.00 No.of days: 2.63 dayssay 3.00 daysLabor:Laborer 8.00 3.00 days

3.00 Concrete Works qty: 133.16 cu.m. L W Ht

footing 1 2.00 2.00 0.35 8.00 11.20 cu.m.footing 2 1.20 1.20 0.35 7.00 3.53 cu.m.footing 3 1.70 1.70 0.35 7.00 7.08 cu.m.Column 0.30 0.30 7.15 20.00 12.87 cu.m. 171.60 tie beam1 0.30 0.40 5.00 15.00 9.00 cu.m.tie beam 2 0.30 0.40 4.00 16.00 7.68 cu.m.

excavation

filling & tampering

beam1 0.25 0.35 5.00 15.00 6.56 cu.m.beam 2 0.25 0.35 4.00 16.00 5.60 cu.m.roof beams 2 0.20 0.30 5.00 15.00 4.50 cu.m.roof beams 2 0.20 0.30 4.00 16.00 3.84 cu.m.2nd floor slab 5.00 4.00 0.125 12.00 30.00 cu.m.Grd floor Slab 5.00 4.00 0.125 12.00 30.00 cu.m. 20.00 stair/slab 1.30 cu.m. 10.38

133.16 cu.m. 100Cement 9.00 1.00 1,198.42 1.08 1,294.30 bags saysand 0.45 1.00 59.92 1.08 64.71 cu.m. saygravel 0.90 1.00 119.84 1.08 129.43 cu.m. sayBldrs/grvl bed 2.00 2.00 0.10 22.00 8.80 cu.m. sayMaterials:Portland Cement 1,295.00 bags Sand 65.00 cu.m. Gravel 130.00 cu.m. Bldrs/grvl bed 9.00 cu.m.

capability output: 3.00 cu.m/gang-day Labor:gang 3.00 No.of days: 14.80 dayssay 15.00 Laborers 10.00 for 15.00 daysMason 3.00 for 15.00 days

4.00 Form Works & Scaffolding # of qty 3,100.00 bdft column 2-2x2x10 14 4 faces 90 pcs 300.00

1-2x2x6 50 pcs 100.00 1/4" Ord. Plywood 11 shts#3 CWNail 1 14.00 14 kgs#2-1/2 CWN 0.5 7.00 7 kgs#1-1/2 CWN 0.5 7.00 7 kgs

Beam 2-2x2x10 11 4 faces 90 pcs 300.00 1-2x2x10 120 pcs 400.00 1/4" Ord. Plywood 19 shts#3 CWNail 1 14.00 14 kgs#2-1/2 CWN 0.5 7.00 7 kgs#1-1/2 CWN 0.5 7.00 7 kgs

scaffolds 2x3x10 300 pcs 1,500.00 2x2x10 150 pcs 500.00 #4 CWNail 15 kgs#3 CWNail 8 kgs#2-1/2 CWNail 8 kgs

summary300 2"x 3"x 14' form lumber 1,500.00 bdft 3,100.00 bdft450 2"x 2"x 14' form lumber 1,500.00 bdft

5.6m

3m

50 2"x 2"x 6' form lumber 100.00 bdft30 1/4" Ord. Plywood 113.33 pcs

#4 CWNail 15.00 kgs#3 CWNail 36.00 kgs#2-1/2 CWNail 22.00 kgs#1-1/2 CWNail 14.00 kgs

concrete volume: 133.16 cu.m.

capability output: 3.00 cu.m/gang-day Labor:gang 1.00 No.of days: 44.39 dayssay 45.00 daysLabor:Carpenter 2.00 45.00 days Laborer 4.00 45.00 days

5.00 Masonry Works Ht L # of units wall Area1 6.40 16.50 3.00 316.80 sq.m.wall Area2 0.90 2.40 13.00 28.08 sq.m.wall Area3 1.60 1.60 4.00 10.24 sq.m.wall Area4 3.11 0.71 4.00 8.77 sq.m.column Area 171.60 sq.m.

363.89 window1 1.60 2.40 13.00 49.92 sq.m.window2 0.60 1.80 17.00 18.36 sq.m.door1 3.00 2.4 1.00 7.20 sq.m.door2 2.10 0.90 1.00 1.89 sq.m.

77.37 net area 286.52 sq.m. 488.50

mortarfactor waste say

mortar cement 0.55 1.03 162.31 163.00 bagssand 0.05 1.03 14.76 15.00 cu.m.plastering

plastering cement 0.5 1.03 251.58 252.00 bagsScreened sand 0.04 1.03 20.13 21.00 cu.m.4" CHB 12.5 1.03 3,688.95 3,689.00 pcs

Materials:4"CHB 3,689.00 pcs Portland Cement 415.00 bags Sand 15.00 cu.m. Screened Sand 21.00 cu.m.

chb laying

capability output: 8.00 sq.m./day Labor:gang 2.00 No.of days: 17.91 dayssay 18.00 daysLabor:

chb laying

Mason 2.00 18.00 days Laborer 4.00 18.00 days capability output: 8.00 sq.m./day Labor:gang 4.00 # faces 2.00 No.of days: 30.53 dayssay 31.00 daysLabor:Mason 8.00 31.00 days Laborer 8.00 31.00 days

6.00 Steel Works#16 #10 tie bar #16 Tie Wire

column: 186.00 bars 168.00 bars 84.00 kgs total ht 7.75 length 1.12 length 0.25

8.00 rebars 50.00 rings/ties no. joints/c 400.00 joints length 62.00 56.00 100.00 n/column 10.33 9.33 11.00 #of column 18.00 18.00 total 4,400.00 total: 186.00 168.00 number of 83.02 say 186.00 bars say 168.00 bars say 84.00 kgs

tie beam 35.00 bars 70.00 bars 40.00 kgs span 52.00 length 0.96 length 0.25

4.00 rebars 24.00 stirrups no. joints/c 96.00 joints length 208.00 23.04 24.00 n/column 34.67 3.84 22.00 #s 1 18.00 spans total 2,112.00 total: 34.67 69.12 number of 39.85 say 35.00 say 70.00 bars say 40.00 kgs

beam 70.00 bars 139.00 bars 48.00 kgs span 104.00 length 0.96 length 0.30

4.00 rebars 24.00 stirrups no. joints/c 192.00 joints length 416.00 23.04 57.60 n/column 69.33 3.84 13.00 #s 1 36.00 total 2,496.00 total: 69.33 138.24 number of 47.09 say 70.00 say 139.00 bars say 48.00 kgs

floor slab 10mmdia Longitudinal transverse 48.00 bars 47.00 bars 10.00 kgs

length 16.00 length 10.00 length 0.25 18.00 bars 28.00 bars no. joints/c 504.00 joints

length 288.00 280.00 126.00 n/column 48.00 46.67 1.00 #s 1 1.00 total 504.00 total: 48.00 46.67 number of 9.51 say 48.00 say 47.00 bars say 10.00 kgs

concrete gutter 10mmdia #10 #16Tie Wire 43.00 bars 13.00 bars 9.00 kgs

plastering /

smooth finishing


Total length 128.00 36.40 67.20 n/column 21.33 6.07 2.00 #s 2 2.00 total 448.00 total: 42.67 12.13 number of 8.45 say 43.00 say 13.00 bars say 9.00 kgs

wall1 H & V bars#10 hor #10 vert #16Tie Wire 20.00 bars 12.00 bars 1.90 kgs


Total length 9.60 5.70 25.20 n 1.60 0.95 8.00 #s 12.00 12.00 total 96.00 total: 19.20 11.40 number of 1.81 say 20.00 say 12.00 bars say 1.90 kgs







summary: 16mmdia 707.00 9 6,363.00 12mmdia 959.00 10mmdia 216.00 3.7 799.20 #16 Tie Wire 215.00 215.00 215.00

7,377.20 kgs

Equipment: 1.00 Bar Cutter 31.00 days

capability output: 80.00 kgs/M-day Labor:gang 3.00 No.of days: 30.74 days

say 31.00 daysLabor:Steelman 3.00 31.00 days Helper 3.00 31.00 days

7.00 Roof & Framing Works/Trusses qty 7 units qty 160.00 sq.m.

Top 6mm x 75mm x 100mm Angle Bar 4.00 pcs 5 20 pcs Bottom 6mm x 75mm x 100mm Angle Bar 4.00 pcs 5 20 pcs vert mem 6mm x 75mm x 100mm Angle Bar 1.00 pcs 5 5 pcs diag mem 6mm x 75mm x 100mm Angle Bar 4.00 pcs 5 20 pcs

brace betwe6mm x 100mm Flat Bar 4.00 pcs 4 pcs10.6 2 3.00 69 pcs

10mmx1.2mx2.4m steel plate 4.00 pcs 4 pcs

cleat 6mm x 75mm x 100mm Angle Bar purlins 1.2mm x 100mm L # of purlins total L n corr.gi

16.1 16 257.60 6 42.93333 Corr.GI 0.7say 46 bars Flashing 11

sagrod 10mmdia plain b L11 16 176.00 text screw

say 176 pcs 6Insolation Foam, 1m x 50m hypotenus L 3

11.00 16# of shts 1.00 16 say 18total length 198.00 2 396

Single Insolation Foam, 13mm x 1m x 50m 396.00 m truss 6mm x 75mm x 100mm Angle Bar 93.00 pcs

1.2mm x 100mm C-Purlins 46.00 pcs 3.6m Corr.Plastic. Sht 12.00 pcs 0.4mm x 3.6m Corr.GI. Sht 26.00 2 40.00 shts 0.4mm x 1.8m Corr.GI. Sht 26.00 2 52.00 shts 0.4mm x 2.4m Plain GI Sht 6.00 shts

truss brace 6mm x 100mm Flat Bar 69.00 pcs sagrod 10mmdia plain bar 176.00 pcs splices,stiff 10mmx1.2mx2.4m steel plate 4.00 pcs

2" Tekscrew 1,711.00 pcswelding rod 3.00 boxes

truss install capability output: 0.20 truss/day Labor: plywoodgang 2.00 wood panelingNo.of days: 17.50 dayssay 18.00 daysLabor:Welder 2.00 18.00 days Helper 4.00 18.00 days

purlins instacapability output: 60.00 ln.m./day qty 276.00 ln.m.Labor:gang 2.00 No.of days: 2.30 dayssay 3.00 daysLabor:Welder 2.00 3.00 days Helper 4.00 3.00 days

roofing capability output: 25.00 pcs/day qty 98.00 pcsLabor:gang 2.00 No.of days: 1.96 dayssay 2.00 daysLabor:Welder 2.00 2.00 days Helper 4.00 2.00 days

Acytelene 1 tankOxygene 1 tankWelding Machin 1 unit 23.00 daysElectric grinder/ 1 unit 23.00 days

summary: Labor:Welder 2.00 23.00 days Laborer 4.00 23.00 days

10.00 Doors qty 2.00 setsMaterials:sliding- door roller- hanger assembly 1.00 set 3mmx38mmx38mm angle bar 5.00 pcs 3mmx38mmx38mm Tee bar 1.00 pcs 3mmx38mm Flat bar 3.00 pcs #16 Plain GI Sht 4.00 pcs 20mm barrel bolt w/ bolt 1.00 set 3" Safety Hasp 1.00 pairs Welding Rod 0.25 box 20mm barrel bolt w/ bolt 3.00 pcs Welding Rod 1.00 box

angle bar L # total 23.6 1 23.60

n 5.00 pcs

flat bar L # total tee bar L #16.96 1 16.96 2.4 1

n 3.00 pcs n 1.00 pcs

fabrication/i capability output: 0.15 doors/day Labor:gang 1.00 No.of days: 13.33 dayssay 14.00 daysLabor:Welder 1.00 14.00 days Helper 2.00 14.00 days

equipmentEquipment Rental:Acytelene 1 tankOxygene 1 tankWelding Machin 1 unit 14.00 daysElectric grinder/ 1 unit 14.00 days

11.00 Windows qty 31.00 unitsMaterials:

a. 0.4m x 0.4m Concrete Louver 328.00 pcs Portland Cement 31.00 bags Sand 3.00 cu.m. 3mmx25mmx25mm angle bar 16.00 pcs 3mmx25mmx25mm tee bar 4.00 pcs 10mm square bar 19.00 pcs Welding Rod 0.25 box 3mmx600mmx600mm clear glass 57.00 pcs Welding Rod 1.00 box

louver #perwindo #of windows total portland factor #of window24 13 312.00 0.55 52.48

n 328.00 pcs n 31.00 bags

angle bar L # total tee bar L #4.8 18.00 86.40 1.2 18.00

n 16.00 pcs n 4.00 pcs

clear glass L # total 3 18.00 54.00

n 57.00 pcs

Masonry capability output: 6.00 truss/day qty 13.00 units 49.92 Labor:gang 2.00 No.of days: 4.16 dayssay 5.00 daysLabor:Mason 2.00 5.00 days Laborer 4.00 5.00 days

fabrication/i capability output: 3.00 units/day qty 18.00 units

Labor:gang 1.00 No.of days: 6.00 dayssay 6.00 daysLabor:Welder 1.00 6.00 days Helper 2.00 6.00 days

Installation capability output: 6.00 units/day qty 18.00 unitsLabor:gang 1.00 No.of days: 3.00 dayssay 3.00 daysLabor:Welder 1.00 3.00 days Helper 2.00 3.00 days

12.00 Electrical Works qty 19.00 outletsMaterials:4 x 4 Panel Board 1.00 pcs15 amp fuse(breaker) 2.00 pcs30 amp fuse(breaker) 2.00 pcs2-gang Switch 2.00 pcs2-gang Convenience Outlet 6.00 pcsUtility Box 8.00 pcs4x4 Junction Box 4.00 pcsCeiling Outlet 13.00 pcs40 watts Fluorescent Lamp w/ accessorie 13.00 sets#12 THW Wire 150.00 m#14 THW Wire 300.00 m2" dia Electrical Pipe 4.00 pcsElectrical Tape Big 4.00 rollsFlexible Electrical Pipe 60.00 m

capability output: 4.00 outlet/day gang 1.00 No.of days: 4.75 dayssay 5.00 daysLabor:Electrician 1.00 5.00 days Helper 1.00 5.00 days

2 faces 13.00 Painting Works qty 749.04 sq.m. masonry 573.04 sq.m.

Materials say Latex Primer ( flat white) 45.84 46.00 n 25 sq.m./gal

Latex Gloss White 28.65 29.00

n 20 sq.m./gal

Latex Gloss Rawsheena 20.47 21.00 n 28 sq.m./galTinting Color 1 8.00 cansConcrete Neutralizer 10.00 litersRed Lead Paint Primer 10.00 n 2 gal/trussPurlins 40 pcs 4.00 n 10 purlin/galroof 20.00 shts 2.22 3n 9 shts/galsummaryLatex Primer ( flat white) 46.00 galsLatex Gloss White 29.00 galsLatex Gloss Rawsheena 21.00 galsTinting Color 21.00 cansConcrete Neutralizer 10.00 litersRoof Paint (Dark Green) 3.00 galsRed Lead Paint Primer 14.00 galsPaint Thinner 2.00 liters4" Paint Brush 4.00 pcs2" Paint Brush 4.00 pcs

neutralizer capability output: 100.00 sq.m./day Labor:gang 1.00 No.of days: 11.46 dayssay 12.00 daysLabor:Painter 1.00 12.00 days Helper 1.00 12.00 days

paint brush capability output: 50.00 sq.m./day Labor:gang 1.00 No.of days: 22.92 dayssay 23.00 daysLabor:Painter 1.00 23.00 days Helper 1.00 23.00 days

roof capability output: 25.00 shts./day Labor:gang 1.00 No.of days: 0.80 dayssay 1.00 daysLabor:Painter 1.00 1.00 days Helper 1.00 1.00 days

summary: Painter 1 36.00 days Helper 1 36.00 days

14.00 Downspout qty 10.00 unitsMaterials:S40x100mmdiax3m PVC Sanitary Pipe 17.00 pcs 100mmdia PVC Sanitary Elbow 20.00 pcs 100mmdia PVC Sanitary Coupling 8.00 pcs 100mmdia PVC Clip 20.00 pcs PVC Slovent 0.50 liter Gutter 10.00 ln.m.

pipe L # total pipe L #4.5 8 36.00 4.9 2

n 13.00 pcs n 4.00 pcs

capability output: 4.00 pipes/day Labor:gang 2.00 No.of days: 2.13 dayssay 3.00 daysLabor:Plumber 2.00 3.00 days Helper 2.00 3.00 days

11.00 Construction Foreman

Foreman #REF! days

TOTAL AREA: L W16 10 160 sq.m.

W L thk shrinkage 10 16 0.3 1.30 62.40 cu.m.

say 63.00

sq.m.

sq.m.

sq.m.sq.m.

13,315.80 1,295.00 bags 65.00 cu.m. 130.00 cu.m. 9.00 cu.m.

slab 5.00 4 20.00 240.00 83.33 pcs 83.28 pcs

5.6m

3m

steel 16mm 12mm 10mm ties tie wire-kg

footing 1 50 1footing 2 18 1footing 3 29 1column 176 317 80tie beams 186 317 40beams 248 272 65gnd flr Slab 216 872nd flr Slab 959.00 87

wallingwall footingstair/landing 328 11

707 959.00 544 906 370

angle barsL L/6=n total double

11 1.833333 12.83 25.67 10 1.666667 11.67 23.33

4.94 0.823333 5.76 11.53 6.8 1.133333 7.93 15.87

81.00 bars 60.66 10.11 11.00

splice,sq.m. stiffener,sq total area n 0.24 1.44 1.68 7.00 11.76 sq.mn 4 pcs

cleat 0.10 1.60 12.00 bars

say 23.00 26 shts 0.45 4.95 3.00 shts

text screw4 24 960.00 4 12 624.00

roofing installation 2 carpenter- 60 sq.m. /day ceiling installation 2 carpenter- 25 sq.m. /day

wood paneling 2 carpenter- 20 sq.m. /day

total plain.gi sht L w area 2.40 3 2.4 7.20

n 4.00 pcs

total sand factor #of window total 28.86 0.04 52.48 2.10

n 3.00 cu.m.

total tee bar L # total 21.60 6 18.00 108.00

n 19.00 pcs

total 9.80

DETAILED ESTIMATESProject Na Proposed Construction of Two Storey Residential BuildingLocation: Brgy. Lower Taway,Ipil, Zamboanga Sibugay

Item Description Qty Units Unit Cost Total I. Site Work/ Lay-Out 240.00 sq.m.

Removal of Existing Structures( Existing Bldg.)Labor Cost:Laborers Lumpsum 56,500.00 56,500.00

Sub-total: 56,500.00 Cost Item: 56,500.00

II. Earth Works 38.40 cu.m. Materials:Common Borrow ( Excavated ) 75.53 cu.m. 200.00 15,106.40 Gravel Bedding 4.80 cu.m. 600.00 2,880.00 Filling Materials ( Item 200) 33.60 cu.m. 300.00 10,080.00

Sub-total: 28,066.40 filling Labor Cost:

4.00 Laborer 3.00 days 225.00 2,700.00 Sub-total: 2,700.00

excavation Labor Cost: 4.00 Laborer 5.00 days 225.00 4,500.00


III. Concrete Works 72.33 cu.m. Materials:Portland Cement 724.00 bags 220.00 159,280.00 Sand 40.00 cu.m. 700.00 28,000.00 Gravel 73.00 cu.m. 800.00 58,400.00

- Sub-total: 245,680.00

2.00 Mason 30.00 days 300.00 18,000.00 8.00 Laborer 26.00 days 200.00 41,600.00

Sub-total: 59,600.00 Equipment Rental1 Bagger Concrete Mixer 22.00 days 1,250.00 27,500.00


IV. Form Works & Scaffolding 3,100.00 bd.ft. Materials:

270 2"x2"x 12' form lumber 1,080.00 bd.ft. 15.00 16,200.00 210 2"x3"x 12' form lumber 1,260.00 bd.ft. 16.00 20,160.00 260 2"x 2"x 12' form lumber 1,040.00 bd.ft. 16.00 16,640.00

1/4" Ord. Plywood 35.00 pcs 360.00 12,600.00 #4 CWNail 30.00 kgs 70.00 2,100.00 #3 CWNail 20.00 kgs 65.00 1,300.00 #2-1/2 CWNail 19.00 kgs 65.00 1,235.00 #1-1/2 CWNail 19.00 kgs 65.00 1,235.00

Sub-total: 71,470.00 Labor Cost:

2.00 Carpenter 14.00 days 300.00 8,400.00 4.00 Laborer 14.00 days 200.00 11,200.00



Item Description Qty Units Unit Cost Total V. Masonry Works 1,609.19 sq.m.

Materials: ( laying ) 597.21 4"CHB 7,764.00 pcs 12.00 93,168.00 Portland Cement 312.00 bags 220.00 68,640.00 Sand 26.00 cu.m. 700.00 18,200.00 Materials ( Plastering) 1,011.98 sq.m. Portland Cement 276.00 bags 220.00 60,720.00 Sand 23.00 cu.m. 700.00 16,100.00

Sub-total: 256,828.00 Labor Cost: ( Laying)


Sub-total: 28,000.00 Labor Cost: (plastering)



VI. Steel Works 6,347.28 kgs Materials: deformed bars 6,347.28 kgs16mmdia 271.00 pcs 360.00 97,560.00 12mm dia. 505.00 pcs 215.00 108,575.00 10mmdia 1,098.00 pcs 140.00 153,720.00 Hacksaw Blade ( Sanvik ) 25.00 pcs 70.00 1,750.00 #16 Tie Wire 160.00 kgs 90.00 14,400.00


2.00 Steelman 40.00 days 300.00 24,000.00 8.00 laborer 40.00 days 200.00 64,000.00

Sub-total: 88,000.00 Equipment Rental:

1.00 Bar Cutter 30.00 days 150.00 4,500.00 Sub-total: 4,500.00 Cost Item: 468,505.00


Item Description Qty Units Unit Cost Total VII. Roofing Works 238.12 sq.m.

Materials:0.4mmx1,100mmxLS prepainted 320.00 L.M. 500.00 160,000.00 Bended Accessories - 0.4mmx.90m prepainted gutter 15.00 pcs 1,000.00 15,000.00 0.4mmx600mm prepainted ridge roll 10.00 pcs 900.00 9,000.00 0.4mmx300mm prepainted flushing 16.00 pcs 800.00 12,800.00 0.4mmx900mm prepainted valley gutter 4.00 pcs 1,000.00 4,000.00

Sub-total: 200,800.00 roofing Labor Cost:

2.00 Welder 20.00 days 300.00 12,000.00 6.00 Laborer 20.00 days 200.00 24,000.00


VIII. Carpentry Works 1,494.00 bd.ft.Materials: Truss 1 (Top Chord )

34pcs 2"x6"x12" Gemelina 408.00 bd.ft. 18.00 7,344.00 Bottom Chord

33pcs 2"x6"x12" Gemelina 396.00 bd.ft. 18.00 7,128.00 Joint Block

2pcs 2"x 6"x10" Gemelina 20.00 bd.ft. 18.00 360.00 Web Member

50pcs 2"x6"x12" Gemelina 60.00 bd.ft. 18.00 1,080.00 6pcs 2"x6"x 8" Gemelina 44.00 bd.ft. 18.00 792.00 5pcs 2"x6"x10" Gemelina 50.00 bd.ft. 18.00 900.00

Truss 2 (Top Chord )8pcs 2"x6"x 8" Gemelina 64.00 bd.ft. 18.00 1,152.00

Bottom Chord8pcs 2"x6"x12" Gemelina 64.00 bd.ft. 18.00 1,152.00

Joint Block8pcs 2"x6"x 8" Gemelina 64.00 bd.ft. 18.00 1,152.00

Web Member10pcs 2"x6"x10" Gemelina 100.00 bd.ft. 18.00 1,800.00

Purlins138pcs 2"x 3"x 10" Gemelina 690.00 bd.ft. 18.00 12,420.00 30pcs 2"x2"x10" Gemelina 100.00 bd.ft. 18.00 1,800.00

Assorted CWN 52.00 kgs 70.00 3,640.00 Sub-total: 40,720.00

Labor Cost:2 Carpenter 10.00 days 300.00 6,000.00 2 Laborer 10.00 days 200.00 4,000.00



Item Description Qty Units Unit Cost Total IX Ceiling Works 320.08 sq.m.

Materials:

1/4" thick Marine Plywood 115.00 pcs 360.00 41,400.00 26 1"x12"x10' form lumber 260.00 bd.ft. 18.00 4,680.00

538 2"x2"x10' form lumber 1,793.33 bd.ft. 18.00 32,279.94 3" CWN 30.00 kls 70.00 2,100.00 2" CWN 20.00 kls 70.00 1,400.00 1" CWN 6.00 kls 70.00 420.00


2 Carpenter 20.00 days 300.00 12,000.00 4 Laborer 15.00 days 200.00 12,000.00


X Glass Jalousies 36.24 sq.m.

Materials:0.60mx1.20m 46.00 sets 1,000.00 46,000.00 1.20mx.60 alum. Frame 3.00 sets 1,000.00 3,000.00 .40mx.80m alum. frame 3.00 sets 800.00 2,400.00

Sub-total 51,400.00 Labor Cost:

2 Glass Jalousie Installer 5.00 days 300.00 3,000.00 4 Laborer 5.00 days 200.00 4,000.00

Sub-total 7,000.00 Cost Item 58,400.00

XI Tiles Works 157.8 sq.m.Materials:.30mx.30m Vynyl Tiles ( 12"x12" ) 1,634.00 pcs 26.00 42,484.00

floor .40mx.40m Ceramic Tiles (16"x16 ") 788.00 pcs 60.00 47,280.00 wall .20mx.20m Ceramic tiles ( 12"x12" ) 993.00 pcs 16.00 15,888.00

Cement 42.00 bags 220.00 9,240.00 Screened Sand 3.00 cu.m. 700.00 2,100.00 ABC Tile grout 32.00 kg 65.00 2,080.00 Tile Trim 15.00 pcs 70.00 1,050.00 Aluminum brass Nozing 8.00 pcs 750.00 6,000.00 Rugby 5.00 gals 520.00 2,600.00 ABC Tile Adhesive 7.00 bags 285.00 1,995.00

Sub-total 130,717.00 labor Cost:




Item Description Qty Units Unit Cost Total X11. Wooden Doors & Windows Jambs 48.21

Materials:Door Jamb (1mx2.1m)

18psc 2"x 6"x 8" Gemelina 144.00 bd.ft. 18.00 2,592.00 Window Jamb, Header & Mullion

58pcs 2"x 6"x 8" Gemelina 464.00 bd.ft. 18.00 8,352.00 Door Frame

111pcs 2"x 4"x 8" Gemelina 58.67 bd.ft. 18.00 1,056.06 18pcs 2"x 3"x 8" Gemelina 72.00 bd.ft. 18.00 1,296.00

Panel Door ( 2.10m x 1.10m ) 3.00 sets 5,000.00 15,000.00 Door Hinges 9.00 pairs 58.00 522.00 Door Knob ( Kwikset) 6.00 sets 1,200.00 7,200.00 Assorted CWN 32.00 kgs 70.00 2,240.00

Sub-total: 38,258.06 Labor:

2.00 Carpenter 12.00 days 300.00 7,200.00 2.00 Helper 12.00 days 200.00 4,800.00


XIII. Plumbing Works 1.00 lot Materials:Water Closet flush type American Standard 3.00 sets 2,950.00 8,850.00 Stainless Kitchen Sink( single B) 3.00 units 1,750.00 5,250.00 PVC Faucet 9.00 pcs 120.00 1,080.00 Floor Drain 6"x 6" 3.00 pcs 138.00 414.00 Sanitary lines4" Ø PVC pipe elbow ( S-90) 16.00 pcs 68.00 1,088.00 4" Øx 4" PVC Wye 5.00 pcs 78.00 390.00 4" Ø PVC Clean out 3.00 pcs 245.00 735.00 4" Øx 4" PVC Tee 5.00 pcs 65.00 325.00 4" Øx 2" PVC pipe 7.00 pcs 248.00 1,736.00 4" Øx 2" PVC Tee reducer 3.00 pcs 240.00 720.00 4" Øx 2" pipe coupling 9.00 pcs 60.00 540.00 2" Ø PVC pipe elbow 13.00 pcs 38.00 494.00 4" Øx 45 deg. PVC elbow 5.00 pcs 85.00 425.00 PVC solvent cement 6.00 cans 120.00 720.00 4" Øx 3m PVC pipe ( S-90) 13.00 pcs 400.00 5,200.00 2" Øx 3m PVC pipe ( S-90) 9.00 pcs 200.00 1,800.00 Storm Drain3" Ø PVC pipe elbow ( S-90) 38.00 pcs 85.00 3,230.00 3" Ø PVC coupling 27.00 pcs 78.00 2,106.00 3" Ø PVC pipe 30.00 pcs 380.00 11,400.00 4" Øx 3" PVC pipe 12.00 pcs 400.00 4,800.00 4" Ø pipe coupling 5.00 pcs 50.00 250.00

Other Accessories 1.00 lot 500.00 500.00


Item Description Qty Units Unit Cost Total Water Lines & Fittings1/2" Øx PVC blue elbow 18.00 pcs 13.00 234.00 1/2" Øx PVC bluecoupling with tread 10.00 pcs 18.00 180.00 1/2" Øx PVC blue Tee 13.00 pcs 12.00 156.00 1/2" Øx PVC blue coupling plain 13.00 pcs 12.00 156.00 1/2" Øx PVC blue pipe ( 3m length) 21.00 pcs 125.00 2,625.00 PVC Solvent Cement 3.00 cans 120.00 360.00 other accessories 1.00 lot 500.00 500.00

Sub-total: 56,264.00 Labor:

1.00 Plumber 15.00 days 300.00 4,500.00 4.00 Helper 15.00 days 200.00 12,000.00


XIV. Electrical WorksMaterials:6 Branch Panel Board Housing 1.00 unit 980.00 980.00 60 Amp. Circuit Breaker 1.00 pc 385.00 385.00 30 Amp. Circuit Breaker 2.00 pcs 320.00 640.00 20 Amp. Circuit Breaker 1.00 pc 260.00 260.00 15 Amp. Circuit Breaker 2.00 pcs 260.00 520.00 8mm2 TW stranded copper wires 6.00 mtrs 125.00 750.00 5.5 mm2 THHN stranded copper wires 0.50 box 9,850.00 4,925.00 3.5 mm2 THHN stranded copper wires 1.00 box 4,350.00 4,350.00 2.0 mm2 THHN stranded copper wires 2.00 box 2,960.00 5,920.00 20mm diam. Flexible hose 1.00 roll 985.00 985.00 No.16 tie wire 1.00 kl 75.00 75.00 Single Gang Switch 9.00 set 185.00 1,665.00 Double Gang Switch 6.00 sets 210.00 1,260.00 Air Con outlet 2.00 sets 225.00 450.00 Two Gang Convinient Outlet 8.00 sets 210.00 1,680.00 Utility Box 2"x 2"x 4" 25.00 pcs 40.00 1,000.00 Junction Box 2"x 4"x 4" with Cover 14.00 pcs 50.00 700.00 Ceiling Receptacle, plastic 14.00 pcs 48.00 672.00 Electrical Tape big Armark 3.00 roll 55.00 165.00 18 Watts Pin light 14.00 pcs 195.00 2,730.00

Sub-total: 28,107.00


Item Description Qty Units Unit Cost Total

Labor Cost: 1.00 Registered Electrical Engineer 1.00 Electrician 18.00 days 300.00 5,400.00 1.00 Helper 15.00 days 200.00 3,000.00


XV. Painting Works 1,438.00 sq.m. Ceiling Area = 320.08 m2Cement Finish = 1117.98 m2Materials:Latex Primer ( flat white) 31.00 gals 480.00 14,880.00 GlossPaint water base 3.00 gals 1,500.00 4,500.00 Flatwall Enamel paint ( water base) 45.00 gals 620.00 27,900.00 Flatwall Enamel paint primer 15.00 pint 500.00 7,500.00 Concrete Neutralizer 45.00 gals 500.00 22,500.00 Concrete Putty 3.00 gals 500.00 1,500.00 Paint Thinner (acrylic color) 5.00 liters 45.00 225.00 Paint roller with tray 8.00 sets 120.00 960.00 4" Paint Brush 4.00 pcs 75.00 300.00 Metal paint 714.56 kgs 11/2" diam. x 6m G.I. pipe sched. 40 56.00 pcs 295.00 16,520.00 12mm diam. X 6m square bar 38.00 kgs 145.00 5,510.00 welding rod 10.00 pcs 70.00 700.00 Hacksaw blade 2.00 pcs 20.00 40.00 Red lead Metal primer 2.00 cans 125.00 250.00 Agri - color 2.00 cans 75.00 150.00 2" Paint Brush 2.00 pcs 65.00 130.00 Paint Thinner (acrylic color) 8.00 liters 45.00 360.00


2.00 Painter 25.00 days 300.00 15,000.00 2.00 Helper 25.00 days 200.00 10,000.00

25 25,000.00 Cost Item: 128,925.00

XVI. Construction Foreman 120.00 days Labor Cost:

1 Foreman 120.00 days 250.00 30,000.00 Sub-total: 30,000.00 Cost Item: 30,000.00

Total Direct Cost: 2,265,320.40

Material Cost: 1,710,520.40 Equipment Rental/Cost: 32,000.00 Skilled Labor cost: 190,500.00 UnSkilled Labor cost: 332,300.00

2,265,320.40 Prepared by: Conformed by:

HENRY A. BAIRULLA ARNOLD SIMBULAANCivil Engineer Owner

PROGRAM OF WORKS

Project Name: Proposed Construction of Two Storey Residential BuildingLocation: Brgy. Lower Taway,Ipil, Zamboanga SibugayCovered Area 240.00 sq.m.No.of Calendar Days 120 days

item description wt% qty unit unit cost total cost

1 Site Work/ Lay-Out 2.49% 240.00 sq.m. 235.42 56,500.00

2 Earth Works 1.56% 38.40 cu.m. 918.40 35,266.40

3 Concrete Works 14.69% 72.33 cu.m. 4,600.86 332,780.00

4 Form Works & Scaffolding 4.02% 3,100.00 bd.ft. 29.38 91,070.00

5 Masonry Works 14.78% 1,609.19 sq.m. 208.07 334,828.00

6 Steel Works 20.68% 6,347.28 kgs 73.81 468,505.00

7 Roofing Works 10.45% 238.12 sq.m. 994.46 236,800.00

8 Carpentry Works 2.24% 1,438.00 sq.m. 35.27 50,720.00

9 Ceiling Works 4.69% 320.08 sq.m. 332.04 106,279.94

10 Glass Jalousies 2.58% 36.24 units 1,611.48 58,400.00

11 Tiles Works 7.76% 157.80 sq.m. 1,113.54 175,717.00

12 Wooden Doors & Windows Jambs 2.22% 48.21 units 1,042.48 50,258.06

13 Plumbing Works 3.21% 1.00 lot 72,764.00 72,764.00

14 Electrical Works 1.61% 1.00 lot 36,507.00 36,507.00

15 Painting Works 5.69% 1,438.00 sq.m. 89.66 128,925.00

16 Construction Foreman 1.32% 120.00 days 250.00 30,000.00

100.00% 2,265,320.40

Breakdown of Project cost

A. Direct Cost

Materials 1,710,520.40

Equipment Rental 32,000.00

Skilled 190,500.00

Unskilled 332,300.00

total direct cost 2,265,320.40

B. Indirect Cost

Contingency 22,653.20

total indirect cost 22,653.20

Total Project Cost: 2,287,973.60

Prepared by: Comforme By:

HENRY A. BAIRULLA ARNOLD SIMBULAANCivil Engineer Owner

Documents

Cost Estimates