final sta rosa townhouse-rev2

SUBJECT : SUMMARY OF ESTIMATESPROJECT : PROP. FOUR UNIT (4) TWO (2) STOREY TOWNHOUSE-2LOCATION : MERCADO CMPD, STA ROSA CITY, LAGUNADATE :

SUMMARY OF ESTIMATES

LI # PARTICULAR (WORK DIVISION) QTY UNIT MATERIALS (DC) EQUIPMENT (DC)UC AMOUNT UC AMOUNT UC AMOUNT

A01 General Requirements 1 Lot ### 55,522.00 55,522.00 A02 Demolition 1 Lot ### 32,069.48 ### 14,007.00 0.00 - 46,076.48 A03 Siteworks/Earthworks-Excavation 211 Cu M - - 327.75 69,194.58 0.00 - 327.75 A04 Backfill & Compaction 143 Cu M - - 224.60 32,165.84 2.12 303.45 226.72 A05 Rebar Works ### KG 50.91 ### 5.34 57,533.04 0.00 - 56.26 A06 Formworks 445 Sq M 165.54 73,583.13 106.73 47,444.50 - 272.27 A07 Concrete- Conc. Works 92 Cu M 3,162.50 ### 1,292.60 ### 76.73 7,042.10 4,531.83 A08 Masonry Works-CHB & Plastering 944 Sq M 601.91 ### 208.74 ### 0.00 - 810.65 A09 Roofing 180 Sq M 1,059.01 ### 299.00 53,820.00 0.00 - 1,358.01 A10 Carpentry Works-Ceiling 175 Sq M 490.64 85,616.04 145.87 25,454.45 0.00 - 636.51 A11 Carpentry Works-Scaffolding 432 Sq M 37.56 16,226.04 44.16 19,077.12 0.00 - 81.72 A12 Cabinets & Stairs 1 Sq M ### ### ### 17,664.00 0.00 - 127,226.14 A13 Thermal & Moisture Protection 175 Sq M 65.90 11,500.00 50.61 8,832.00 0.00 - 116.52 A14 Water Proofing-CR 30 Sq M 408.94 12,431.78 190.66 5,796.00 0.00 - 599.60 A15 Doors & Windows ### Sq M 3,898.73 ### 521.64 29,170.11 0.00 - 4,420.37 A16 Finishes-Tile Works (Ceramic Tiles) ### Sq M 590.02 ### 211.72 79,471.44 0.00 - 801.74 A17 Painting-Masonry & Enamel (Walls, Ceiling 420 Sq M 101.23 42,467.19 62.97 26,415.79 0.00 - 164.20 A18 Varnish Painting (Cabinets & Handrails) 56 Sq M 276.34 15,466.49 129.38 7,241.12 0.00 - 405.71 A19 Steel Works (Gates & Terraces) 20 Sq M 1,308.90 26,452.87 1,017.42 20,562.00 0.00 - 2,326.32 A20 Plumbing Works (Water, Sanitary & Drains) ### Sq M 1,187.06 ### 245.33 52,992.00 0.00 - 1,432.39 A21 Electrical Works-Power & Lightings 216 Sq M 505.24 ### 215.20 46,484.22 0.00 - 720.45

Materials ### Labor ### quipment 7,345.55 Total Project CostUnit Cost per Sq M

Prepared by : Checked by :

LABOR/OTHERS (DC) ITEM UNIT

COST

WERRCorporation International

_____________________ _____________________ VENER BASICAL BERTRAM MABOLISCost Estimator/Autocad Engineer Engineering In-charge

Prepared by :

BERTRAM MABOLISEng'g. Incharge

SUMMARY OF ESTIMATES

% WT

PhP 55,522.00 1.45 5 5 PhP 46,076.48 1.21 3 3 PhP 69,194.58 1.81 13.20 14 PhP 32,469.29 0.85 8.13 8 PhP 605,752.53 15.86 11.12 12 PhP 121,027.63 3.17 9.17 9 PhP 415,931.17 10.89 18.36 19 PhP 765,089.00 20.03 21.96 22 PhP 244,441.70 6.40 10.00 10 PhP 111,070.49 2.91 5.76 6 PhP 35,303.16 0.92 4.32 5 PhP 127,226.14 3.33 4.00 4 PhP 20,332.00 0.53 2.00 2 PhP 18,227.78 0.48 2.00 2 PhP 247,187.11 6.47 3.91 4 PhP 300,940.40 7.88 18.00 18 PhP 68,882.98 1.80 5.98 6 PhP 22,707.61 0.59 1.64 2 PhP 47,014.88 1.23 6.00 6 PhP 309,396.00 8.10 12.00 12 PhP 155,616.34 4.07 10.53 11

### 100.00 PhP 10,488.27

ITEM TOTAL

Dur (Day

s)

PHPPHPPHP

PHPPHPPHP

SUBJECT : BILL OF QUANTITIES (BOQ)PROJECT : PROP. FOUR UNIT (4) TWO (2) STOREY TOWNHOUSE-2LOCATION : MERCADO CMPD, STA ROSA CITY, LAGUNAOWNER : WERR CORPORATION INTERNATIONALDATE : MARCH 30, 2011

BILL OF QUANTITIES (BOQ)

QTY UNIT ITEM TOTAL

A01 General Requirements 1.00 Lot 55,522.00 PhP 55,522.00 A02 Demolition 1.00 Lot 46,076.48 PhP 46,076.48 A03 Siteworks-Excavation 211.12 Cu M 327.75 PhP 69,194.58 A04 Backfill & Compaction 143.22 Cu M 226.72 PhP 32,469.29 A05 Rebar Works ### KG 56.26 PhP 605,752.53 A06 Formworks 444.51 Sq M 272.27 PhP 121,027.63 A07 Concrete Works 91.78 Cu M 4,531.83 PhP 415,931.17 A08 Masonry Works 943.80 Sq M 810.65 PhP 765,089.00 A09 Roofing & Tinsmithry 180.00 Sq M 1,358.01 PhP 244,441.70 A10 Carpentry Works-Ceiling 174.50 Sq M 636.51 PhP 111,070.49 A11 Carpentry Works-Scaffolding 432.00 Sq M 81.72 PhP 35,303.16 A12 Cabinets & Stairs 1.00 Lot 127,226.14 PhP 127,226.14 A13 Thermal Protection (Roof) 174.50 Sq M 116.52 PhP 20,332.00 A14 Water Proofing 30.40 Sq M 599.60 PhP 18,227.78 A15 Doors & Windows 55.92 Sq M 4,420.37 PhP 247,187.11 A16 Ceramic Tile Works 375.36 Sq M 801.74 PhP 300,940.40 A17 Finishes-Masonry & Enamel Paintin 419.50 Sq M 164.20 PhP 68,882.98 A18 Varnish Painting (Cabinets & Handra 55.97 Sq M 405.71 PhP 22,707.61 A19 Steel Works (Gates & Terraces) 20.21 Sq M 2,326.32 PhP 47,014.88 A20 Plumbing Works (Water, Sanitay, Dr 216.00 Sq M 1,432.39 PhP 309,396.00 A21 Electrical Works-Power & Lightings 216.00 Sq M 720.45 PhP 155,616.34

otal Project Cost PhP3,819,409.26 Unit Cost per Sq M PhP 10,488.27


_____________________ _____________________VENER BASICAL BERTRAM MABOLIS

Cost Estimator/Autocad Engineer Engineering In-charge

ACT #

ACTIVITY/WORK DESCRIPTION

ITEM UNIT COST


SUBJECT : BILL OF MATERIALSPROJECT : PROP. FOUR UNIT (4) TWO (2) STOREY TOWNHOUSE-2LOCATION : MERCADO CMPD, STA ROSA CITY, LAGUNADATE : MARCH 30, 2011

BILL OF MATERIALS

ACTIVITY/WORK DESCRIPTION QTY UNIT UNIT COST AMOUNTA01 General Requirements N.A

A02 Demolition (Consumables) Qty Unit Unit Cost Amount 1.0 Oxy-Acetylene 1.5 set 1,451.00 2,176.50 2.0 Diesel Fuel-Backhoe 180.0 li 46.00 8,280.00 3.0 Lubricants-Backhoe 3.0 li 250.00 750.00 4.0 Diesel Fuel-Boom Truck 150.0 li 46.00 6,900.00 5.0 Lubricants-Boom Truck 3.0 li 200.00 600.00 6.0 Fuel-Jack Hammer Air Compressor 180.0 li 46.00 8,280.00 7.0 Lubricants-Air Compressor Jack Ham 3.6 li 250.00 900.00

27,886.50 A03 Siteworks Qty Unit Unit Cost Amount 1.0 Excavation N.A.

A04 Siteworks/Earthworks-Backfill Qty Unit Unit Cost Amount 1.0 Fill Materials 143.2 cu m 0.00 -

- A05 Rebars Qty Unit Unit Cost Amount 1.0 16 mm dia def bars 467.3 pcs 345.00 161,201.25 2.0 12 mm dia def bars 690.9 pcs 190.00 131,271.00 3.0 10 mm dia def bars 1319.9 pcs 135.00 178,179.75 4.0 # 16 GI wire 77.7 kls 78.00 6,060.60

476,712.60 A06 Forms Qty Unit Unit Cost Amount 1.0 4' x 8' x 3/16" Plywood Form 46.7 shts 255.00 11,910.61 2.0 2 x 3 x 14' Lumber 119.5 pcs. 110.40 13,188.61 3.0 2 x 4 x 14' Lumber 223.6 pcs. 158.00 35,335.77 4.0 Assorted CW Nail 40.9 kls. 78.00 3,191.62 5.0 Form Oil 71.7 Li 5.00 358.72

63,985.33 A07 Concrete Qty Unit Unit Cost Amount 1.0 Portland Cement 688.4 bags 210.00 144,553.50 2.0 Washed Sand 45.9 cu m 650.00 29,828.50 3.0 Crushed Gravel 91.8 cu m 850.00 78,013.00

252,395.00 A08 Masonry Qty Unit Unit Cost Amount 1.0 4" Thk. CHB 3687.5 pcs. 9.00 33,187.50 2.0 6" Thk. CHB 8110.0 pcs. 12.00 97,320.00 3.0 Portland Cement 1001.9 bags 210.00 210,391.46 4.0 Washed Sand 112.5 cu.m. 650.00 73,125.73 5.0 10mm dia. x 6m Steel Bar 575.7 pcs. 135.00 77,721.93 6.0 Tie Wires 28.6 kls. 78.00 2,234.25 7.0 Conrete Nail 2.0 kls. 120.00 240.00

493,980.87 A09 Roofing Qty Unit Unit Cost Amount 1.0 Long Span GI (Tegula Pattern) 300.0 l.m. 290.00 87,000.00 2.0 Round Bar 10mmØx6m (sagrods) 19.0 pcs. 120.00 2,280.00 3.0 50 x 100mm x 6m C-Purlins 52.0 pcs. 380.00 19,760.00 4.0 60 x 160mm x6m C-Channel 20.0 pcs. 580.00 11,600.00

ACT/Nos.


5.0 50x50x3mm thk x 6m long Angle Bar 1.0 pcs. 351.00 351.00 6.0 Spanish Gutter (2m) 8.0 pcs. 160.00 1,280.00 7.0 Ridge Roll (2m) 8.0 pcs. 130.00 1,040.00 8.0 Hardi Facia Board (12 x 305 x 2500m 12.0 pcs. 260.00 3,120.00 9.0 Gutter Trap (Wire Basket) 16.0 pcs. 75.00 1,200.00

10.0 48.0 pcs. 32.00 1,536.00 11.0 Tecksrew 416.0 pcs. 1.00 416.00 12.0 Blind Rivets 1.0 box 750.00 750.00 13.0 Flashing, Plain GI Sht # 24 57.0 shts 480.00 27,360.00 14.0 Welding Rod 2.0 box 1,850.00 3,700.00 15.0 Red Oxide Primer 3.0 gals. 380.00 1,140.00 16.0 Vulcaseal 3.0 li 370.00 1,110.00 17.0 Plastic Sealant 4.0 pcs. 150.00 600.00 18.0 Paint Thinner 3.0 gals. 275.00 825.00 19.0 Paint Brush 8.0 gals. 25.00 200.00 20.0 Rust Converter 1.0 gals. 490.00 490.00 21.0 Concrete Nail 2.0 kls 120.00 240.00

165,758.00 A10 Carpentry-Ceiling Qty Unit Unit Cost Amount 1.0 4' x 8' x ¼' Marine Plywood 63.2 shts 315.00 19,902.03 2.0 2" x 2" x 12' Wood Ceiling Nailers 161.4 pcs. 155.00 25,018.94 3.0 Wooden Cornice, 1"x1-1/2"x12' 103.0 pcs. 280.00 28,840.00 4.0 Concrete Nail 2.0 kls. 120.00 240.00 5.0 Assorted CW Nail 5.7 kls. 78.00 447.77

74,448.73 A11 Carpentry-Scaffolding Qty Unit Unit Cost Amount 1.0 2 x 4 x 12' Coco Lumber 43.2 pcs. 158.00 6,825.60 2.0 2 x 3 x 10' Coco Lumber 64.8 pcs. 92.00 5,961.60 3.0 Concrete Nail 4.0 kls. 120.00 480.00 4.0 Assorted CW Nail 10.8 kls. 78.00 842.40

14,109.60 A12 Cabinets & Stairs Qty Unit Unit Cost Amount 1.0 4' x 8' x 3/4" Ply Board 13.0 shts 920.00 11,960.00 2.0 3/4"x12' Liston 26.0 pcs. 69.00 1,794.00 3.0 1x2x12' SxS Lumber KD 8.0 pcs. 92.00 736.00 4.0 Stickwell 1.0 gal 550.00 550.00 5.0 Concealed Hinges 64.0 pcs. 40.25 2,576.00 6.0 Cabinet Catches 32.0 pcs. 11.50 368.00 7.0 Handles 32.0 pcs. 40.25 1,288.00 8.0 Board Screw 1.0 box 480.00 480.00 9.0 Expansion Bolt 88.0 pcs. 18.75 1,650.00

10.0 Assorted Conc Nail 1.0 kls. 120.00 120.00 11.0 Assorted CW/Finishing Nail 1.0 kls. 78.00 78.00 12.0 Vinyl Tiles 20cm x 100cm Wd Planks d 72.0 pcs. 145.00 10,440.00 13.0 Wooden Handrails, 2"x3"x6' 16.0 pcs.

63,231.43 63,231.43 14.0 Wooden Handrail Post, 3x3x32" 16.0 pcs.15.0 Wooden Balluster, 2"x2"x32" 56.0 pcs.

95,271.43 A13 Thermal & Moisture Protection Qty Unit Unit Cost Amount 1.0 Fiberglass Insulation 1/2" thk x 50m lg 4.0 rolls 2,500.00 10,000.00 2.0 Insulation Tape 2"x50 yards 4.0 rolls 249.75 999.00

10,000.00 A014 Water Proofing Qty Unit Unit Cost Amount

1.0 Water Proofing Matls (2Flr CR)-Lump 30.4 sq m 355.60 10,810.24

10,810.24 A15 Doors & Windows Qty Unit Unit Cost Amount 1.0 D1-Panel Door (0.90 x 2.10) (Main Doo 8.0 pcs. 3,900.00 31,200.00 2.0 Door Jamb (Main Door) 8.0 sets 1,100.00 8,800.00 3.0 D2-Panel Door (0.80 x 2.10) (Bed Roo 12.0 pcs. 3,800.00 45,600.00 4.0 Door Jamb (Bed Room) 12.0 pcs. 900.00 10,800.00 5.0 D3-PVC Door (0.60 x 2.10) (Kitchen) 4.0 pcs. 1,250.00 5,000.00 6.0 Door Jamb (Kitchen) 4.0 pcs. 750.00 3,000.00

Anchor Bolt (13mm Øx200mm LG)

7.0 D4-Plush Door with Louver (0.70 x 2.0 8.0 pcs. 1,250.00 10,000.00 8.0 Door Jamb (CR) 4.0 pcs. 750.00 3,000.00 9.0 W1-Sliding Window (1.2 x 1.2) 8.0 sets 5,000.00 40,000.00

10.0 W2-Jalouse Type Window (1.1 x 0.6) 4.0 sets 1,000.00 4,000.00 11.0 W3-Jalouse Type Window (0.6 x 0.6) 8.0 sm 800.00 6,400.00 12.0 Door Locksets Entrance 4.0 pcs. 375.00 1,500.00 13.0 Door Locksets Bedrooms 12.0 pcs. 350.00 4,200.00 14.0 Door Locksets CR & Kitchen 12.0 pcs. 300.00 3,600.00 15.0 Door Hinges 4x4 52.0 pcs. 150.00 7,800.00 16.0 Door Hinges 3x3 36.0 pcs. 130.00 4,680.00

189,580.00 A16 Finishes-Tile Works Qty Unit Unit Cost Amount 1.0 Unglazed Ceramic Tiles (30x30) CR floor 1517.0 pcs. 35.00 53,095.00 2.0 Unglazed Ceramic Tiles (20x20) CR floor 440.7 pcs. 30.00 13,222.50 3.0 Glazed Ceramic Tiles (20x20) CR wall 2108.4 pcs. 29.00 61,144.32 4.0 Vinyl Tiles (30x30) 1398.6 bags 28.00 39,159.56 5.0 Tile Adhesive (Redi Fix) 75.1 bags 290.00 21,770.88 6.0 Tile Grout 15.0 pcs. 90.00 1,351.30 7.0 Rugby 5.2 pcs. 550.00 2,838.14

192,581.70 A17 Painting Works-Masonry-Enamel Qty Unit Unit Cost Amount 1.0 Conc Neutralizer 6.1 pcs. 140.00 857.50 2.0 Flat Latex Paint 9.2 sets 460.00 4,226.25 3.0 Gloss Latex Paint 18.4 pcs. 490.00 9,003.75 4.0 Flatwall Enamel Paint 6.5 pcs. 450.00 2,944.69 5.0 Quick Dry Enamel 13.1 pcs. 515.00 6,740.06 7.0 Patching Compound 12.3 pcs. 35.00 428.75 8.0 Polituff 4.4 pcs. 690.00 3,010.13 9.0 Chocolate Brown 2.9 sets 276.00 812.73

10.0 Paint Thinner 8.7 sets 215.00 1,875.88 11.0 Acri-Color 8.3 sm 145.00 1,198.97 12.0 Sand Paper 1.6 kls. 2,070.00 3,216.17 14.0 Paint Tray 4.0 pcs. 45.00 180.00 15.0 4" Paint Brush 4.0 pcs. 50.00 200.00 16.0 7" Paint Roller 4.0 pcs. 45.00 180.00 17.0 2" Paint Brush 12.0 gal. 40.00 480.00 18.0 Rags (Stupa) 21.0 gal. 75.00 1,573.13

36,927.99 A18 Painting Works-Varnish Qty Unit Unit Cost Amount 1.0 Wood Tite/Everwood 16.8 gals. 260.00 4,365.66 2.0 Wood Bleach 1 & 2 2.1 gals. 550.00 1,154.38 3.0 Wood Stain 2.1 gals. 400.00 839.55 4.0 Sanding Sealer 1.4 gals. 495.00 692.63 5.0 Clear Gloss 1.4 gals. 515.00 720.61 6.0 Dead Flat Lacquer 4.2 gals. 525.00 2,203.82 7.0 Sand Paper 0.2 roll 2,070.00 429.10 8.0 Lacquer Flo 4.2 li 585.00 2,455.68 9.0 Lacquer Thinner 2.1 gals. 180.00 377.80

10.0 Rags (Stupa) 2.8 lks 75.00 209.89 13,449.12

A19 Steel Works Qty Unit Unit Cost Amount 1.0 1/2" mmx3.0m long Steel Square Bar 42.5 pcs. 280.00 11,900.00 2.0 8.0 pcs. 995.00 7,960.00 3.0 Welding Rod 5.0 kls 95.00 475.00 4.0 Red Oxide Primer 0.5 gal 380.00 190.00 5.0 Paint Thinner 1.0 gal 275.00 275.00 6.0 QDE Top Coat 0.5 gal 515.00 257.50 7.0 Paint Brush 2.0 pcs. 25.00 50.00 8.0 Rust Converter 0.5 gal 490.00 245.00 9.0 Fab Steel Hinges 16.0 set 60.00 960.00

10.0 Barrel Bolt 4.0 set 45.00 180.00 11.0 Grinding & Cutting Disc 2.0 set 255.00 510.00

23,002.50 A20 Plumbing Works Qty Unit Unit Cost Amount

1-1/2"mm Ø GI Pipe Sch 20

1.0 ½" dia. x 3m PVC Blue Pipe 14.0 pcs 60.00 840.00 2.0 1" dia. x 3m PVC Blue Pipe 24.0 pcs 112.00 2,688.00 3.0 2" dia. x 3m PVC Orange Pipe 6.0 pcs 250.00 1,500.00 4.0 3" dia x 6m PVC Orange Pipe 108.0 pcs 536.00 57,888.00 5.0 4" dia x 3m PVC Orange Pipe 30.0 pcs 714.00 21,420.00 6.0 ½" dia. PVC Coupling 4.0 pcs 5.00 20.00 7.0 ½" dia. PVC Elbow 1/4 bend 16.0 pcs 7.00 112.00 8.0 ½" dia. PVC Elbow 1/4 bend TOS 24.0 pcs 10.00 240.00 9.0 ½" dia. PVC Tee 16.0 pcs 10.00 160.00

10.0 ½" dia. Hose Bibb/Faucet 20.0 pcs 350.00 7,000.00 11.0 ½" dia. Angle Valve 10.0 pcs 150.00 1,500.00 12.0 1" dia. PVC Elbow 1/4 bend 16.0 pcs 15.00 240.00 13.0 1" dia. PVC Tee 4.0 pcs 15.00 60.00 14.0 1"x1/2"Ø PVC Reducer Tee 28.0 pcs. 30.00 840.00 15.0 1"x1/2"Ø PVC Reducer Elbow 12.0 pcs. 20.00 240.00 17.0 4.0 pcs. 475.00 1,900.00 18.0 12.0 pcs. 450.00 5,400.00 19.0 12.0 pcs. 82.00 984.00 20.0 Shower Valve/Head 8.0 pcs 1,480.00 11,840.00 21.0 Water Tank S.S. 60 Gal 4.0 sets 6,500.00 26,000.00 23.0 Teflon Tape 10.0 rolls 12.00 120.00 24.0 2" dia. PVC Elbow 1/4 bend 32.0 pcs 25.00 800.00 25.0 2" dia. PVC Sanitary Tee 8.0 pcs 35.00 280.00 26.0 2" dia Floor Drain 16.0 pcs 65.00 1,040.00 27.0 2" dia. PVC P-Trap 16.0 pcs 75.00 1,200.00 28.0 3" dia x 1/4 bend PVC elbow 48.0 pcs 45.00 2,160.00 29.0 3"x2" Ø Reducer Tee 8.0 pcs 97.00 776.00 30.0 3" dia PVC Strainer 16.0 pcs 40.00 640.00 32.0 4" dia. PVC Elbow 1/4" Closet Bend 8.0 pcs 82.00 656.00 33.0 4" dia. PVC Elbow 1/8" Bend 8.0 pcs 65.00 520.00 34.0 4" PVC Wye 8.0 pcs 131.00 1,048.00 35.0 4" x 2" PVC Wye 24.0 pcs 109.00 2,616.00 36.0 4" x 3" PVC Tee 8.0 pcs 190.00 1,520.00 37.0 4" PVC Coupling 8.0 pcs 55.00 440.00 38.0 4" PVC Clean Out w/ Plug 8.0 pcs 64.00 512.00 39.0 4" Sanitary Tee CI (Septic Tank) 12.0 pcs 800.00 9,600.00 40.0 Water Closet w/Complete Fittings 8.0 sets 2,400.00 19,200.00 41.0 Wall Mounted Lavatory w/Drain Fittin 8.0 sets 1,850.00 14,800.00 42.0 Kitchen Sink w/ Drain Fittings 8.0 sets 1,750.00 14,000.00 43.0 400cc PVC Cement 18.0 cans 180.00 3,240.00 44.0 Vulcaseal 2.0 qrts 400.00 800.00 45.0 150mmØx6m uPVC Main Drainage Pip 4.0 mtrs 1,530.00 6,120.00 46.0 CHB 6" (Septic Tank) 740.0 pcs 12.00 8,880.00 47.0 Cement (Septic Tank) 88.0 bags 210.00 18,480.00 48.0 Sand (Septic Tank) 8.0 cu m 650.00 5,200.00 49.0 Gravel (Septic Tank incl leaching cha 8.0 cu m 850.00 6,800.00 50.0 RSB 10mm dia (Septic Tank) 88.0 pcs 135.00 11,880.00 51.0 GI Wire # 16 (Septic Tank) 4.0 kls 78.00 312.00

222,960.00 A21 Electrical Works Qty Unit Unit Cost Amount 1.0 Entrance Cap 32 mm dia 2.0 pcs 55.00 110.00 2.0 RSC Elbow 32 mm dia 8.0 pcs 65.00 520.00 3.0 RSC Bushing 32 mm dia 8.0 pcs 15.00 120.00 4.0 RSC Locknut 32 mm dia 8.0 pcs 10.00 80.00 5.0 LB 1 1/4 dia 4.0 pcs 120.00 480.00 6.0 Grounding rod 16mm dia 2.0 pc 550.00 1,100.00 7.0 50mm² TW Cu Wire (for main Feeder) 20.0 mtrs. 370.00 7,400.00 8.0 8.0mm² TWCu Wire (to panel board) 1.0 roll 6,162.00 6,162.00 9.0 3.5mm² TW Cu Wire (power) 2.5 roll 2,875.00 7,187.50

10.0 2.0mm² TW Cu Wire (lighting) 5.0 roll 1,960.00 9,800.00

Gate Valve 1" ØCheck Valve 1" ØUnion Patente 1" Ø

11.0 15mmØ PVC Elect'l Conduit Pipe 170.0 pcs 70.00 11,900.00 12.0 20mmØ PVC Elect'l Conduit Pipe 22.0 pcs 95.00 2,090.00 13.0 Mica Tube 0.5 roll 900.00 450.00 14.0 40w Fluorescent Lamp GE 4.0 sets 230.00 920.00 15.0 20w Fluorescent Lamp GE 64.0 sets 170.00 10,880.00 16.0 20w Pin Light 16.0 sets 220.00 3,520.00 17.0 1Gang Switch Panasonic 28.0 sets 110.00 3,080.00 18.0 2Gang Switch Panasonic 12.0 sets 165.00 1,980.00 19.0 C.O.-Duplex 48.0 sets 165.00 7,920.00 20.0 C.O. Water Proof 16.0 sets 200.00 3,200.00 21.0 Pull Box 5x5 4.0 pcs 159.50 638.00 22.0 Utility Box 104.0 pcs. 20.00 2,080.00 23.0 Junction Box 84.0 pcs. 20.00 1,680.00 24.0 Electrical Tape 20.0 rolls 20.00 400.00 25.0 Solvent 16.0 qrts 180.00 2,880.00 26.0 Tie Wire 8.0 kls. 75.00 600.00 28.0 Breaker Housing (Panel) 4.0 set 500.00 2,000.00 29.0 Bolt-on Circuit Breaker 60 AT (LPP) 4.0 set 350.00 1,400.00 30.0 Bolt-on Circuit Breaker 30 AT (Br) 8.0 set 270.00 2,160.00 31.0 Bolt-on Circuit Breaker 15 AT (Br) 8.0 set 270.00 2,160.00

94,897.50 GRAND TOTAL PhP 2,458,757.12


_____________________ _______________________ VENER BASICAL BERTRAM MABOLISCost Estimator/Autocad Engineer Engineering In-charge

SUBJECT : DETAILED ESTIMATEPROJECT : PROP. FOUR UNIT (4) TWO (2) STOREY TOWNHOUSE-2LOCATION : MERCADO CMPD, STA ROSA CITY, LAGUNAFUND : DATE :

STATEMENT OF WORK ACCOMPLISHED (ACTUAL PHYSICAL ACCOMPLISHMENT)

DESCRIPTIONPRICE BILL OF QUANTITY

Unit Qty Unit Cost

A01 General Requirements 1.00 Lot ###A02 Demolition 1.00 Lot ###A03 Siteworks-Excavation 211.12 Cu M 327.75 A04 Backfill & Compaction 143.22 Cu M 226.72 A05 Rebar Works ### KG 56.26 A06 Formworks 444.51 Sq M 272.27 A07 Concrete Works 91.78 Cu M ###A08 Masonry Works 943.80 Sq M 810.65 A09 Roofing & Tinsmithry 180.00 Sq M ###A10 Carpentry Works-Ceiling 174.50 Sq M 636.51 A11 Carpentry Works-Scaffolding 432.00 Sq M 81.72 A12 Cabinets & Stairs 1.00 Lot ###A13 Thermal Protection (Roof) 174.50 Sq M 116.52 A14 Water Proofing 30.40 Sq M 599.60 A15 Doors & Windows 55.92 Sq M ###A16 Ceramic Tile Works 375.36 Sq M 801.74 A17 Finishes-Masonry & Enamel Painting 419.50 Sq M 164.20 A18 Varnish Painting (Cabinets & Handrails) 55.97 Sq M 405.71 A19 Steel Works (Gates & Terraces) 20.21 Sq M ###A20 Plumbing Works (Water, Sanitay, Drainag 216.00 Sq M ###A21 Electrical Works-Power & Lightings 216.00 Sq M 720.45

GRAND TOTAL

Submitted by:

ITEM NO.

STATEMENT OF WORK ACCOMPLISHED (ACTUAL PHYSICAL ACCOMPLISHMENT)

PRICE BILL OF QUANTITY QTY. ACCOMPLISHED % ACCOMPLISHED

Amount (PhP) To Date PhP WTD

55,522.00 1.45 1.00 1.00 55,522.00 100.00 1.45 46,076.48 1.21 1.00 1.00 46,076.48 100.00 1.21 69,194.58 1.81 211.12 211.12 69,194.58 100.00 1.81 32,469.29 0.85 143.22 143.22 32,469.29 100.00 0.85 605,752.53 15.86 ### 8075.66 454,314.40 75.00 11.89 121,027.63 3.17 333.38 333.38 90,770.72 75.00 2.38 415,931.17 10.89 68.84 68.84 311,948.38 75.00 8.17 765,089.00 20.03 707.85 707.85 573,816.75 75.00 15.02 244,441.70 6.40 0.00 - - - 111,070.49 2.91 0.00 - - 35,303.16 0.92 432.00 432.00 35,303.16 100.00 0.92 127,226.14 3.33 0.01 0.01 1,272.26 1.00 0.03 20,332.00 0.53 0.00 - - - 18,227.78 0.48 0.00 - - - 247,187.11 6.47 0.00 - - 300,940.40 7.88 0.00 - - - 68,882.98 1.80 0.00 - - - 22,707.61 0.59 0.00 - - - 47,014.87 1.23 0.00 - - - 309,396.00 8.10 10.80 10.80 15,469.80 5.00 0.41 155,616.34 4.07 10.80 10.80 7,780.82 5.00 0.20

### 100.00 1,693,938.63 44.35 44.35

AMOUNT ACCOMPLISHE

DREL

WT, %Previou

sThis

PeriodPHYSICAL ACC


SUBJECT : DETAILED ESTIMATEPROJECT : PROP. FOUR UNIT (4) TWO (2) STOREY TOWNHOUSELOCATION : MERCADO CMPD, STA ROSA CITY, LAGUNAFUND : DATE :

PARTICULAR QTY UNIT UNIT COST AMOUNTXII Electrical Works 216.00 sq m

Total (Unit) 216.00 sq m

a. Labor Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Project Engineer 10.53 md 650.00 6,842.11 1.0 Foreman 10.53 md 550.00 5,789.47 4.0 Electrician 42.11 md 380.00 16,000.00 4.0 Laborer 42.11 md 280.00 11,789.48

Total (Labor) 40,421.06

b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 Entrance Cap 32 mm dia 2 pcs 55.00 110.00 2.0 RSC Elbow 32 mm dia 8 pcs 65.00 520.00 3.0 RSC Bushing 32 mm dia 8 pcs 15.00 120.00 4.0 RSC Locknut 32 mm dia 8 pcs 10.00 80.00 5.0 LB 1-1/4 dia 4.00 pcs 120.00 480.00 6.0 Grounding rod 16mm dia 2 pc 550.00 1,100.00 7.0 50mm² TW Cu Wire (for main Feeder) 20.00 mtrs. 370.00 7,400.00 8.0 8.0mm² TWCu Wire (to panel board) 1.00 roll 6,162.00 6,162.00 9.0 3.5mm² TW Cu Wire (power) 2.50 roll 2,875.00 7,187.50

### 2.0mm² TW Cu Wire (lighting) 5.00 roll 1,960.00 9,800.00 ### 15mmØ PVC Conduit Pipe 170.00 pcs 70.00 11,900.00 ### 20mmØ PVC Conduit Pipe 22.00 pcs 95.00 2,090.00 ### Mica Tube 0.50 roll 900.00 450.00 ### 40w Fluorescent Lamp GE 4 sets 230.00 920.00 ### 20w Fluorescent Lamp GE 64 sets 170.00 10,880.00 ### 20w Pin Light 16 sets 220.00 3,520.00 ### 1Gang Switch Panasonic 28 sets 110.00 3,080.00 ### 2Gang Switch Panasonic 12 sets 165.00 1,980.00 ### C.O.-Duplex 48 sets 165.00 7,920.00 ### C.O. Water Proof 16 sets 200.00 3,200.00 ### Pull Box 5x5 4.00 pcs 159.50 638.00 ### Utility Box 104 pcs. 20.00 2,080.00 ### Junction Box 84 pcs. 20.00 1,680.00 ### Electrical Tape 20 rolls 20.00 400.00 ### Solvent 16 qrts 180.00 2,880.00 ### Tie Wire 8 kls. 75.00 600.00 ### Breaker Housing (Panel) 4 set 500.00 2,000.00 ### Bolt-on Circuit Breaker 60 AT (LPP) 4 set 350.00 1,400.00 ### Bolt-on Circuit Breaker 30 AT (Br) 8 set 270.00 2,160.00 ### Bolt-on Circuit Breaker 15 AT (Br) 8 set 270.00 2,160.00

Total (Materials) 94,897.50

c. Equipment Allocation & Cost QTY UNIT UNIT COST AMOUNT 1.0 Manual


Total (Equipment) 00.00

Total Direct Cost 135,318.56 Mark up (Tax, OCM), 10% 13,531.86

Profit, 5% 6,765.93 Total Amount 155,616.34

Unit Cost per SquareMeter 720.45


_____________________ ___________________ VENER BASICAL BERTRAM MABOLIS


PHPPHPPHP

PHPPHPPHP

Prepared by :


- 732,800.00

### 73,280.00

73,280.00 ###


PARTICULAR QTY UNIT UNIT COST AMOUNTXI Plumbing Works 216.00 sq m


a. Labor Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Project Engineer 12.00 md 650.00 7,800.00 1.0 Foreman 12.00 md 550.00 6,600.00 4.0 Plumber 48.00 md 380.00 18,240.00 4.0 Laborer 48.00 md 280.00 13,440.00 2.0 Mason/Carpenter (Septic Tank) 8.00 md 281.00 2,248.00 2.0 Helper (Septic Tank) 8.00 md 282.00 2,256.00

Total (Labor) ###

b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 ½" dia. x 3m PVC Blue Pipe 14 pcs 60.00 840.00 2.0 1" dia. x 3m PVC Blue Pipe 24 pcs 112.00 2,688.00 3.0 2" dia. x 3m PVC Orange Pipe 6 pcs 250.00 1,500.00 4.0 3" dia x 3m PVC Orange Pipe 108 pcs 536.00 57,888.00 5.0 4" dia x 3m PVC Orange Pipe 30 pcs 714.00 21,420.00 6.0 ½" dia. PVC Coupling 4 pcs 5.00 20.00 7.0 ½" dia. PVC Elbow 1/4 bend 16 pcs 7.00 112.00 8.0 ½" dia. PVC Elbow 1/4 bend TOS 24 pcs 10.00 240.00 9.0 ½" dia. PVC Tee 16 pcs 10.00 160.00

###½" dia. Faucets 20 pcs 350.00 7,000.00 ###½" dia. Angle Valve 10 pcs 150.00 1,500.00 ###1" dia. PVC Elbow 1/4 bend 16 pcs 15.00 240.00 ###1" dia. PVC Tee 4 pcs 15.00 60.00 ###1"x1/2"Ø PVC Reducer Tee 28 pcs. 30.00 840.00 ###1"x1/2"Ø PVC Reducer Elbow 12 pcs. 20.00 240.00 ### 4 pcs. 475.00 1,900.00 ### 12 pcs. 450.00 5,400.00 ### 12 pcs. 82.00 984.00 ###Shower Valve/Head 8 pcs 1,480.00 11,840.00 ###Water Tank S.S. 82 Gal 4 sets 6,500.00 26,000.00 ###Teflon Tape 10 rolls 12.00 120.00 ###2" dia. PVC Elbow 1/4 bend 32 pcs 25.00 800.00 ###2" dia. PVC Sanitary Tee 8 pcs 35.00 280.00 ###2" dia Floor Drain 16 pcs 65.00 1,040.00 ###2" dia. PVC P-Trap 16 pcs 75.00 1,200.00 ###3" dia x 1/4 bend PVC elbow 48 pcs 45.00 2,160.00 ###3"x2" Ø Reducer Tee 8 pcs 97.00 776.00 ###3" dia PVC Strainer 16 pcs 40.00 640.00 ###4" dia. PVC Elbow 1/4" Closet Bend 8 pcs 82.00 656.00 ###4" dia. PVC Elbow 1/8" Bend 8 pcs 65.00 520.00 ###4" PVC Wye 8 pcs 131.00 1,048.00 ###4" x 2" PVC Wye 24 pcs 109.00 2,616.00 ###4" x 3" PVC Tee 8 pcs 190.00 1,520.00 ###4" PVC Coupling 8 pcs 55.00 440.00 ###4" PVC Clean Out w/ Plug 8 pcs 64.00 512.00 ###4" Sanitary Tee CI (Septic Tank) 12 pcs 800.00 9,600.00 ###Water Closet w/Complete Fittings 8 sets 2,400.00 19,200.00 ###Wall Mounted Lavatory w/Drain Fitting 8 sets 1,850.00 14,800.00 ###Kitchen Sink w/Drain Fittings 8 sets 1,750.00 14,000.00 ###400cc PVC Cement 18 cans 180.00 3,240.00 ###Vulcaseal 2 qrts 400.00 800.00 ###150mmØ x 3.0m PVC Main Drainage Pi 4 pcs 1,530.00 6,120.00 ###CHB 6" (Septic Tank) 740 pcs 12.00 8,880.00 ###Cement (Septic Tank) 88 bags 210.00 18,480.00 ###Sand (Septic Tank) 8 cu m 650.00 5,200.00 ###Gravel (Septic Tank incl leaching cham 8 cu m 850.00 6,800.00

Gate Valve 1" ØCheck Valve 1" ØUnion Patente 1" Ø


###RSB 10mm dia (Septic Tank) 88 pcs 135.00 11,880.00 ###GI Wire # 16 (Septic Tank) 4 kls 78.00 312.00

Total (Materials) ###



Total Direct Cost ###Mark up (Tax, OCM), 10% 26,904.00

Profit, 5% 13,452.00 Total Amount ###

Unit Cost per Square Meter 1,432.39


_____________________ ___________________ VENER BASICAL BERTRAM MABOLISCost Estimator/Autocad Engineer Engineering In-charge

PHPPHPPHP

PHPPHPPHP

Prepared by :


- 732,800.00

### 73,280.00

73,280.00 ###


PARTICULAR QTY UNIT UNIT COSTAMOUNTX Steel Works

1.0 Gate 15.65 sq m2.0 Terrace 4.56 sq m


a. Labor Allocation & Cost QTY UNIT UNIT COS AMOUNT1.0 Engineer 6.00 md 650.00 3,900.00 1.0 Foreman 6.00 md 550.00 3,300.00 2.0 Welder 12.00 md 420.00 5,040.00 1.0 Painter 6.00 md 380.00 2,280.00 2.0 Laborer 12.00 md 280.00 3,360.00

Total (Labor) ###

b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 1/2" mm x 6.0m long Steel Square Bar 42.50 pcs. 280.00 11,900.00 2.0 8.00 pcs. 995.00 7,960.00 3.0 Welding Rod 5.00 kls 95.00 475.00 4.0 Red Oxide Primer 0.50 gal 380.00 190.00 5.0 Paint Thinner 1.00 gal 275.00 275.00 6.0 QDE Top Coat 0.50 gal 515.00 257.50 7.0 Paint Brush 2.00 pcs. 25.00 50.00 8.0 Rust Converter 0.50 gal 490.00 245.00 9.0 Fab Steel Hinges 16.00 set 60.00 960.00

###Barrel Bolt 4.00 set 45.00 180.00 ###Grinding & Cutting Disc 2.00 set 255.00 510.00


c. Equipment Allocation & Cost QTY UNIT UNIT COST AMOUNT 2.0 Welding Machine 12.00 ed 0.00 - 2.0 Gas Cutting Outfit 12.00 ed 0.00 - 2.0 Portable Grinder 12.00 ed 0.00 -

Total (Equipment) -






1-1/2"mm Ø GI Pipe Sch 20


PHPPHPPHP

PHPPHPPHP

Prepared by :


552.72 0.08 0.00

552.80 19.74

1,105.59 732,800.00

### 73,390.56

73,390.56 ###


PARTICULAR QTY UNIT UNIT COST AMOUNTIXC Finishes-Varnish Paint1.0 Wooden Cabinets 35.69 sq m2.0 Wooden Top Conc Stairs,1"x1 0.00 sq m3.0 Wooden Handrails , 2"x3"x6' 7.32 sq m4.0 Wooden Handrail Post, 3"x3"x 3.89 sq m4.0 Wooden Ballusters, 2"x2"x32" 9.07 sq m


a. Labor Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Project Engineer 1.64 md 650.00 1,065.83 1.0 Foreman 1.64 md 550.00 901.86 4.0 Painter 6.56 md 380.00 2,492.41 4.0 Laborer 6.56 md 280.00 1,836.52


b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 Wood Tite/Everwood 16.79 li 260.00 4,365.66 2.0 Wood Bleach 1 & 2 2.10 gals. 550.00 1,154.38 3.0 Wood Stain 2.10 gals. 400.00 839.55 4.0 Sanding Sealer 1.40 gals. 495.00 692.63 5.0 Clear Gloss 1.40 gals. 515.00 720.61 6.0 Dead Flat Lacquer 4.20 gals. 525.00 2,203.82 7.0 Sand Paper 0.21 roll 2,070.00 429.10 8.0 Lacquer Flo 4.20 gals. 585.00 2,455.68 9.0 Lacquer Thinner 2.10 gals. 180.00 377.80 10.0 Rags (Stupa) 2.80 lks 75.00 209.89


c. Equipment Allocation & Co QTY UNIT UNIT COST AMOUNT 1.0 Scaffolding/Gondola, Etc 1.00 lot 0.00 -

Total (Equipment) -


Profit, 5% 987.29 Total Amount 22,707.61

Unit Cost per Square Meter 405.71




PHP - PHP 732,800.00 PHP ###

PHP 73,280.00

PHP 73,280.00 PHP ###

Prepared by :



PARTICULAR QTY UNIT UNIT COST AMOUNTIXB Finishes-Masonry-Enamel Paint1.0 Masonry (Latex)) 245.00 sq m2.0 Ceiling (Enamel) 174.50 sq m3.0 Roofing 0.00 sq m


a. Labor Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Project Engineer 5.98 md 650.00 3,888.19 1.0 Foreman 5.98 md 550.00 3,290.01 4.0 Painter 23.93 md 380.00 9,092.39 4.0 Laborer 23.93 md 280.00 6,699.66


b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 Conc Neutralizer 6.13 gals. 140.00 857.50 2.0 Flat Latex Paint 9.19 gals. 460.00 4,226.25 3.0 Gloss Latex Paint 18.38 gals. 490.00 9,003.75 4.0 Flatwall Enamel 6.54 gals. 450.00 2,944.69 5.0 Gloss Enamel 13.09 gals. 515.00 6,740.06 7.0 Patching Compound 12.25 kls. 35.00 428.75 8.0 Polituff (Glazing Putty) 4.36 gals. 690.00 3,010.13 9.0 Tinting Color 2.94 li 276.00 812.73 10.0 Paint Thinner 8.73 gals. 215.00 1,875.88 11.0 Acri-Color 8.27 qrts. 145.00 1,198.97 12.0 Sand Paper 1.55 rolls 2,070.00 3,216.17 14.0 Paint Tray 4.00 pcs. 45.00 180.00 15.0 4" Paint Brush 4.00 pcs. 50.00 200.00 16.0 7" Paint Roller 4.00 pcs. 45.00 180.00 17.0 2" Paint Brush 12.00 pcs. 40.00 480.00 18.0 Rags 20.98 kls. 75.00 1,573.13


c. Equipment Allocation & Co QTY UNIT UNIT COST AMOUNT 1.0 Scaffolding/Gondola, Etc 1.00 lot 0.00 -

Total (Equipment) -







PHP - PHP 732,800.00 PHP ###

PHP 73,280.00

PHP 73,280.00 PHP ###

Prepared by :



PARTICULAR QTY UNIT UNIT COST AMOUNTIXA Finishes-Tile Works1.0 Unglazed Ceramic Tiles (Flooring) 133.20 sq m2.0 Unglazed Ceramic Tiles (CR-Flr) 17.20 sq m3.0 Glazed Ceramic Tiles (CR-Wall) 82.28 sq m4.0 Vinyl Tiles (2nd Floor) 122.80 sq m5.0 Open Vent Area 4.80 sq m6.0 Kitchen Wall Glazed Ceramic Tiles 6.68 sq m7.0 Kitchen Counter Glazed Ceramic Tiles 8.40 sq m


a. Labor Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Project Engineer 18.00 md 650.00 11,697.56 1.0 Foreman 18.00 md 550.00 9,897.94 4.0 Tile Setter 71.99 md 380.00 27,354.30 4.0 Laborer 71.99 md 280.00 20,155.80


b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 Unglazed Ceramic Tiles (30x30) CR floor 1,517.00 pcs. 35.00 53,095.00 2.0 Unglazed Ceramic Tiles (20x20) CR floor 440.75 pcs. 30.00 13,222.50 3.0 Glazed Ceramic Tiles (20x20) CR wall 2,108.42 pcs. 29.00 61,144.32 4.0 Vinyl Tiles (30x30) 1,398.56 pcs. 28.00 39,159.56 5.0 Tile Adhesive (Redi Fix) 75.07 bags 290.00 21,770.88 6.0 Tile Grout 15.01 bags 90.00 1,351.30 7.0 Rugby 5.16 bags 550.00 2,838.14


c. Equipment Allocation & Cost QTY UNIT UNIT COST AMOUNT 1.0 Tile Cutter 1.00 lot 0.00 -

Total (Equipment) -







PHPPHPPHP

PHPPHPPHP

Prepared by :


- 732,800.00

### 73,280.00

73,280.00 ###


PARTICULAR QTY UNIT UNIT COSTAMOUNTVIII Doors & Windows1.0 Doors 40.32 sq m2.0 Windows 15.60 sq m


a. Labor Allocation & Cost QTY UNIT NIT COST AMOUNT1.0 Project Engineer 3.91 md 650.00 2,544.36 1.0 Foreman 3.91 md 550.00 2,152.92 4.0 Mason 15.66 md 380.00 5,949.89 4.0 Carpenter 15.66 md 380.00 5,949.89 8.0 Laborer 31.32 md 280.00 8,768.26

Total (Labor) ###

b. Bill Of Materials QTY UNIT NIT COST AMOUNT 1.0 D1-Panel Door (0.90 x 2.10) (Main Doors) 8.00 sets 3,900.00 ###2.0 Door Jamb (Main Door) 8.00 sets 1,100.00 8,800.00 3.0 D2-Panel Door (0.80 x 2.10) (Bed Rooms) 12.00 sets 3,800.00 ###4.0 Door Jamb (Bed Room) 12.00 sets 900.00 ###5.0 D3-PVC Door (0.60 x 2.10) (Kitchen) 4.00 sets 1,250.00 5,000.00 6.0 Door Jamb (Kitchen) 4.00 sets 750.00 3,000.00 7.0 D4-Flush Door with Louver (0.70 x 2.00) (CR) 8.00 sets 1,250.00 ###8.0 Door Jamb (CR) 4.00 sets 750.00 3,000.00 9.0 W1-Sliding Window (1.2 x 1.2) 8.00 sets 5,000.00 ###

### W2-Jalouse Type Window (1.1 x 0.6) 4.00 sets 1,000.00 4,000.00 ### W3-Jalouse Type Window (0.6 x 0.6) 8.00 sets 800.00 6,400.00 ### Door Locksets Entrance 4.00 pcs 375.00 1,500.00 ### Door Locksets Bedrooms 12.00 pcs 350.00 4,200.00 ### Door Locksets CR & Kitchen 12.00 pcs 300.00 3,600.00 ### Door Hinges 4x4 52.00 pcs 150.00 7,800.00 ### Door Hinges 3x3 36.00 pcs 130.00 4,680.00


c. Equipment Allocation & Cost QTY UNIT NIT COST AMOUNT 1.0 Manual 1.0 lot 0.00 -

Total (Equipment) -

Total Direct Cost ###Mark up (Tax, OCM), 10% ###

Profit, 5% ###Total Amount ###

Unit Cost per Square Meter ###

by : Checked by :

_____ ___________________ICAL BERTRAM MABOLISneer Engineering In-charge


PHPPHPPHP

PHPPHPPHP

Prepared by :


15.12 13.44 20.16 40.32 53.76 5.04

11.52 2.64 2.88 17.04

57.36

124.56 732,800.00

### 73,292.46

73,292.46 ###


PARTICULAR QTY UNIT UNIT COST AMOUNTVIIBThermal Moisture & Protection1.0 CR 30.40 sq m2.0 Roof Deck (Water Tank Platform 0.00 sq m3.0 Fire Wall 0.00 sq m


a. Labor Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Project Engineer 2.00 md 650.00 1,300.00 1.0 Foreman 2.00 md 550.00 1,100.00 2.0 Painter/Mason 4.00 md 380.00 1,520.00 2.0 Laborer 4.00 md 280.00 1,120.00


b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 Water Paroofing Matls (CR/RD) 30.40 sq m 355.60 10,810.24 2.0 Water Proofing Matls (FW) 0.00 sq m 393.70 - 3.0 Water Proofing Elevator Pit)) 0.00 sq m 393.70 -






599.60




PHPPHPPHP

PHPPHPPHP

Prepared by :


- 732,800.00

### 73,280.00

73,280.00 ###


PARTICULAR QTY UNIT UNIT COST AMOUNTVIIA Thermal & Moisture Protection1.0 Roofing 0.00 sq m2.0 Ceiling 174.50 sq m3.0 Exterior Wall 0.00 sq m


a. Labor Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Project Engineer 2.00 md 650.00 1,300.00 1.0 Foreman 2.00 md 550.00 1,100.00 4.0 Carpenter 8.00 md 380.00 3,040.00 4.0 Laborer 8.00 md 280.00 2,240.00


b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 Fiberglass Insulation 1/4"thk x 4.00 rolls 2,500.00 10,000.00 2.0 Insulation Tape 2"x50 yards 4.00 rolls 249.75 999.00











PARTICULAR QTY UNIT UNIT COST AMOUNTVIC Cabinets, Stairs & Beads (Install/Painting)1.0 Wooden Cabinets sq m2.0 Wooden Top Conc Stairs,1"x12"x4' sq m 10.803.0 Wooden Handrails , 2"x3"x6' sq m 7.324.0 Wooden Handrail Post, 3"x3"x32" sq m 3.894.0 Wooden Ballusters, 2"x2"x32" sq m 9.07

Total (Unit) 1.00 Lot 31.08



b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 4' x 8' x 3/4" Ply Board 13.00 shts 920.00 11,960.00 2.0 3/4"x12' Liston 26.00 pcs. 69.00 1,794.00 3.0 1x2x12' SxS Lumber KD 8.00 pcs. 92.00 736.00 4.0 Stickwell 1.00 gal 550.00 550.00 5.0 Concealed Hinges 64.00 pcs. 40.25 2,576.00 6.0 Cabinet Catches 32.00 pcs. 11.50 368.00 7.0 Handles 32.00 pcs. 40.25 1,288.00 8.0 Board Screw 1.00 box 480.00 480.00 9.0 Expansion Bolt 88.00 pcs. 18.75 1,650.00

###Assorted Conc Nail 1.00 kls. 120.00 120.00 ###Assorted CW/Finishing Nail 1.00 kls. 78.00 78.00 ###Vinyl Tiles 20cm x 100cm Wd Plank 72.00 pcs. 145.00 10,440.00 ###Wooden Handrails, 2"x3"x6' 16.00 pcs.

63,231.43 63,231.43 ###Wooden Handrail Post, 3x3x32" 16.00 pcs.###Wooden Balluster, 2"x2"x32" 56.00 pcs.










PHPPHPPHP

PHPPHPPHP

Prepared by :


- 732,800.00

### 73,280.00

73,280.00 ###


PARTICULAR QTY UNIT UNIT COST AMOUNTVIB Carpentry Works -Scaffolding1.0 Bldg Floor Area (2 Flr) 432 sq m

Total (Unit) 432 sq m



b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 2 x 4 x 12' Coco Lumber 43.20 pcs. 158.00 6,825.60 2.0 2 x 3 x 10' Coco Lumber 64.80 pcs. 92.00 5,961.60 3.0 Concrete Nail 4.00 kls. 120.00 480.00 4.0 Assorted CW Nail 10.80 kls. 78.00 842.40










PHPPHPPHP

PHPPHPPHP

Prepared by :


- 732,800.00

### 73,280.00

73,280.00 ###


PARTICULAR QTY UNIT UNIT COST AMOUNTVIACarpentry Works-Ceiling 174.50 sq m




b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 4' x 8' x ¼' Marine Plywood 63.18 shts 315.00 19,902.03 2.0 2" x 2" x 12' Wood Ceiling Naile 161.41 pcs. 155.00 25,018.94 3.0 Wooden Cornice, 1"x1-1/2" x12' 103.00 pcs. 280.00 28,840.00 4.0 Concrete Nail 2.00 kls. 120.00 240.00 5.0 Assorted CW/Finishing Nail 5.74 kls. 78.00 447.77










PHPPHPPHP

PHPPHPPHP

Prepared by :


- 732,800.00

### 73,280.00

73,280.00 ###


PARTICULAR QTY UNIT UNIT COSTAMOUNTV Metal Works-Roofing Repair

1.0 Roofing Area 180.00 sq mTotal (Unit) 180.00 sq m

a. Labor Allocation & Cost QTY UNIT UNIT COS AMOUNT1.0 Engineer 10.00 md 650.00 6,500.00 1.0 Foreman 10.00 md 550.00 5,500.00 2.0 Welder 20.00 md 420.00 8,400.00 2.0 Tinsmith-Carpenter 20.00 md 380.00 7,600.00 2.0 Painter 20.00 md 380.00 7,600.00 4.0 Laborer 40.00 md 280.00 11,200.00

Total (Labor) ###

b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 Long Span GI (Tegula Pattern) 300.00 l.m. 290.00 87,000.00 2.0 Round Bar 10mmØx6m (sagrods) 19.00 pcs. 120.00 2,280.00 3.0 50 x 100mm x 6m C-Purlins 52.00 pcs. 380.00 19,760.00 4.0 60 x 160mm x6m C-Channel 20.00 pcs. 580.00 11,600.00 5.0 50x50x3mm thk x 6m long Angle Bar 1.00 pcs. 351.00 351.00 6.0 Spanish Gutter (2m) 8.00 pcs. 160.00 1,280.00 7.0 Ridge Roll (2m) 8.00 pcs. 130.00 1,040.00 8.0 Hardi Facia Board (12mm x 305mm x 250 12.00 pcs. 260.00 3,120.00 9.0 Gutter Trap (Wire Basket) 16.00 pcs. 75.00 1,200.00

### 48.00 pcs. 32.00 1,536.00 ###Tecksrew 416.00 pcs. 1.00 416.00 ###Blind Rivets 1.00 box 750.00 750.00 ###Flashing, Plain GI Sht # 24 57.00 shts 480.00 27,360.00 ###Welding Rod 2.00 box 1,850.00 3,700.00 ###Red Oxide Primer 3.00 gals. 380.00 1,140.00 ###Vulcaseal 3.00 li 370.00 1,110.00 ###Sealant 4.00 pcs. 150.00 600.00 ###Paint Thinner 3.00 gals. 275.00 825.00 ###Paint Brush 8.00 pcs. 25.00 200.00 ###Rust Converter 1.00 gals. 490.00 490.00 ###Concrete Nail 2.00 kls 120.00 240.00


c. Equipment Allocation & Cost QTY UNIT UNIT COST AMOUNT 2.0 Welding Machine 20.00 ed 0.00 - 2.0 Gas Cutting Outfit 20.00 ed 0.00 - 2.0 Portable Grinder 20.00 ed 0.00 - 2.0 Chain Blocks, 5t cap 20.00 ed 0.00 -

Total (Equipment) -





_____________________ ___________________ VENER BASICAL BERTRAM MABOLIS

Anchor Bolt (13mm Øx200mm LG)


PHPPHPPHP

PHPPHPPHP

Prepared by :

125.92 3.58

203.85 54.68 130.39 28,741.44

25.25 0.03 0.00

29,285.15 1,045.90

58,570.29 732,800.00

### 79,137.03

79,137.03 ###


PARTICULAR QTY UNIT UNIT COST AMOUNTIV Masonry Works1.0 CHB4 Walls (area) 295.00 sq m2.0 CHB6 Walls (area) 648.80 sq m LESS EXTG PERIMETER WALLING, CHB 6"3.0 Wall Plaster (two faces) ### sq m


a. Labor Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Project Engineer 21.96 md 650.00 14,276.16 1.0 Foreman 21.96 md 550.00 12,079.83

###Mason 219.63 md 380.00 83,460.62 ###Laborer 219.63 md 280.00 61,497.30

Total (Labor) ###

b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 4" Thk. CHB ### pcs. 9.00 33,187.50 2.0 6" Thk. CHB ### pcs. 12.00 97,320.00 3.0 Portland Cement ### bags 210.00 ###4.0 Washed Sand 112.50 cu.m. 650.00 73,125.73 5.0 10mm dia. x 6m Steel Bar 575.72 pcs. 135.00 77,721.93 6.0 Tie Wires 28.64 kls. 78.00 2,234.25 7.0 Conrete Nail 2.00 kls. 120.00 240.00


c. Equipment Allocation & Cost QTY UNIT UNIT COST AMOUNT 1.0 Concrete Mixer 0.00 ed 1,500.00 - 1.0 Water pump 0.00 ed 150.00 -

Total (Equipment) -



810.65




PHPPHPPHP

PHPPHPPHP

Prepared by :


- LESS EXTG PERIMETER WALLING, CHB 6"

- 732,800.00

### 73,280.00

73,280.00 ###


PARTICULAR QTY UNIT UNIT COST AMOUNTIIIC Concrete Works 91.78 cu m

Total (Unit) 91.78 cu m

a. Labor Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Project Engineer 18.36 md 650.00 11,931.40 1.0 Foreman 18.36 md 550.00 10,095.80 1.0 Carpenter 18.36 md 380.00 6,975.28 4.0 Mason 73.42 md 380.00 27,901.12 1.0 Conc Mixer Operator 18.36 md 280.00 5,139.68 8.0 Laborers 146.85 md 280.00 41,117.44


b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 Portland Cement 688.35 bags 210.00 144,553.50 2.0 Washed Sand 45.89 cu.m. 650.00 29,828.50 3.0 Crushed Gravel 91.78 cu.m. 850.00 78,013.00


c. Equipment/Consumables Allocation QTY UNIT UNIT COST AMOUNT 1.0 Concrete Mixer & Vibrator Fuel 18.36 ed 273.60 5,022.20 2.0 Concrete Mixer & Vibrator Fuel 18.36 ed 60.00 1,101.36

Total (Equipment) 6,123.56 Note: Conc Mixer & Vibrator Rental Cost not Included-Owned Equipment



Unit Cost per Cubic Meter 4,531.83




Prepared by :


PHP - PHP 732,800.00 PHP ###

PHP 73,280.00

PHP 73,280.00 PHP ###


PARTICULAR QTY UNIT UNIT COST AMOUNTIIIB Form Works 432.62 sq m



Total (Labor) ###

b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 4' x 8' x 3/16" Plywood Form 46.71 shts 255.00 11,910.61 2.0 2 x 3 x 12' Coco Lumber 119.46 pcs. 110.40 13,188.61 3.0 2 x 4 x 12' Coco Lumber 223.64 pcs. 158.00 35,335.77 4.0 Assorted CW Nail 40.92 kls. 78.00 3,191.62 5.0 Form Oil (Used Oil) 71.74 Li 5.00 358.72










PHPPHPPHP

PHPPHPPHP

Prepared by :


ftg 21.60 col 170.00 beam 194.3 wf 46.72

432.62

- 732,800.00

### 73,280.00

73,280.00 ###


PARTICULAR QTY UNIT UNIT COST AMOUNTIIIA Concrete-Rebar Works1.0 Ftg2.0 WF3.0 Col4.0 Beam5.0 Flooring

Total (Unit) ### kg

a. Labor Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Project Engineer 11.12 md 650.00 7,226.37 1.0 Foreman 11.12 md 550.00 6,114.62 5.0 Steelman 55.59 md 380.00 21,123.24 5.0 Laborer 55.59 md 280.00 15,564.49


b. Bill Of Materials QTY UNIT UNIT COST AMOUNT 1.0 RSB 16 mm dia 467.25 pcs 345.00 161,201.25 2.0 RSB 12 mm dia 690.90 pcs 190.00 131,271.00 3.0 RSB 10 mm dia 1,319.85 pcs 135.00 178,179.75 4.0 GI Tie Wire 77.70 kls. 78.00 6,060.60






Unit Cost per Kilogram 56.26




PHPPHPPHP

PHPPHPPHP

Prepared by :


FTG COL BEAM

cement 581 bags 210.00 wt/pc total php/kg

gravel 69 cu.m. 1,277.00 rsb16 467.25 pcs. 345.00 9.47 ### 36.4385rsb12 690.90 pcs. 190.00 5.33 ### 35.6607rsb10 1319.85 pcs. 135.00 3.70 ### 36.526

gi wire 77.70 kgs. 80.00 36.2084###

- 732,800.00

### 73,280.00

73,280.00 ###


PARTICULAR QTY UNIT UNIT COST AMOUNTIIC Siteworks/Earthworks-Backfilling & Compaction1.0 Foundation & Septic Tank 143.222.0 Gravel Fill 0.00

Total (Unit) 143.22 cu m

a. Labor Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Project Engineer 8.13 md 650.00 5,285.08 1.0 Foreman 8.13 md 550.00 4,471.99 8.0 Laborer 65.05 md 280.00 18,213.21


b. Bill Of Materials QTY UNIT UNIT COST AMOUNT1.0 Fill Matls 143.22 cu m 0.00 0.00

Total (Materials) 0.00

c. Equipment Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Plate Compactor Fuel 1.20 ed 200.00 239.891.0 Plate Compactor Lubs 1.20 ed 20.00 23.99



Profit, 5% 1411.71Total Amount 32,469.29

Unit Cost per Cubic Meter 226.72




PHPPHPPHP

PHPPHPPHP

Prepared by :


- 732,800.00

### 73,280.00

73,280.00 ###


PARTICULAR QTY UNIT UNIT COST AMOUNTIIB Siteworks/Earthworks-Excavation1.0 Col/Ftg2.0 WF3.0 Septic Tank

Total (Unit) ### cu m

a. Labor Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Project Engineer 13.20 md 650.00 8576.751.0 Foreman 13.20 md 550.00 7257.25

###Laborer ### md 280.00 44335.20Total (Labor) ###

b. Bill Of Materials QTY UNIT UNIT COST AMOUNT1.0

Total (Materials) 00.00

c. Equipment Allocation & Cost QTY UNIT UNIT COST AMOUNT1.0 Manual


Total Direct Cost ###Mark up (Tax, OCM), 10% 6016.92

Profit, 5% 3008.46Total Amount ###

Unit Cost per Cubic Meter 327.75




PHPPHPPHP

PHPPHPPHP

Prepared by :


- 732,800.00

732,800.00 73,280.00

73,280.00 879,360.00


# PARTICULAR QTY UNIT UNIT COST AMOUNTIIA DEMOLITION OF EXTG BLDG ###1.0 Columns2.0 Beams3.0 Slabs

Total (Unit) 1.00 Lot

A Labor QTY UNIT UNIT COST AMOUNT1 Engineer 3 md 650 1,950.00 1 Foreman 3 md 550 1,650.00 1 Welder 3 md 400 1,200.00 1 Backhoe Operator 3 md 400 1,200.00 1 Boom Truck 3 md 380 1,140.00 6 Helpers 18 md 280 5,040.00

Total (Labor) ###

B Materials (Consumables) QTY UNIT UNIT COST AMOUNT1 Oxy-Acetylene 1.5 set 1,451.00 2,176.50 1 Diesel Fuel-Backhoe 3 ed 2,760.00 8,280.00 1 Lubricants-Backhoe 3 ed 250.00 750.00 1 Diesel Fuel-Boom Truck 3 ed 2,300.00 6,900.00 1 Lubricants-Boom Truck 3 ed 200.00 600.00 2 Fuel-Jack Hammer Air Compress 6 ed 1,380.00 8,280.00 2 Lubricants-Jack Hammer Air Co 6 ed 150.00 900.00


C Equipment QTY UNIT UNIT COST AMOUNT1 Cutting Outfit 3 ed 0.00 - 1 Backhoe 4 ed 0.00 - 2 Jack Hamnmers w/ Air Compress 6 ed 0.00 -

Total (Equipment) -







PHPPHPPHP

PHPPHPPHP

Prepared by :


- 732,800.00

732,800.00 73,280.00

73,280.00 879,360.00


PARTICULAR QTY UNIT UNIT COST AMOUNTI General Requirements (Floor Ar### sq m

1.0 Mobilization2.0 Demobilization3.0 Temporary Facilities4.0 Building Construction Permit5.0 Plans, Drawings, and Etc6.0 Building Occupancy Permit7.0 CARI, Bonds & Insurances

Total (Unit) 1.00 Lot

a. Labor and/or Materials QTY UNIT UNIT COST AMOUNT1.0 Mobilization 1.00 lot 1,500.00 1,500.00 2.0 Demobilization 1.00 lot 1,500.00 1,500.00 3.0 Cleaning & Hauling of Debris 1.00 lot 9,000.00 9,000.00 4.0 Soil Treatment ### sq m 40.00 8,640.00 5.0 Temporary Facilities (Inclg Water/ 1.00 lot 5,000.00 5,000.00 6.0 Building Construction Permit ### sq m 20.00 8,640.00 7.0 Demolition Permit 1.00 lot 1,500.00 1,500.00 8.0 Plans, Drawings, and Etc 1.00 lot 12,500.00 12,500.00 9.0 Building Occupancy Permit 1.00 lot 0.00 -

### CARI, Bonds & Insurances 1.00 lot 0.00 - Total (Unit) 48,280.00



Unit Cost per Lot 55,522.00




PHPPHPPHP

PHPPHPPHP

Prepared by :


Floor Area/uni 76.54 Parking Area/ 14.50

91.04

Actual Building Permit Cost Unit CostArea (sq m) 364.161. Permit ### 31.99 2. Zoning 5,429.00 14.91 3. Bureau of Fire 7,980.00 21.91 4. If not registered FE (Fire 7,500.00 20.60 5. Prof EE (Elect application 3,000.00 8.24 6. Struct'l Analysis 5,000.00 13.73 7. Sanitary 3,000.00 8.24 8. SOP (processing) 3,000.00 8.24

Total Cost ### Total Unit Cost 127.85

- 732,800.00

### 73,280.00

73,280.00 ###

final sta rosa townhouse-rev2

Documents

bertram mabolis

round bar

sta rosa city

detailed estimate

boom truck

acetylene

hardi facia

ply board