Daycare - Tanque

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  • I80.00 sq.m.

    100.00 bd. ft. 17.00 1,700.00

    1.00 kgs. 300.00 300.00

    7.00 kgs. 70.00 490.00

    2,490.00

    1.00 day/s 1.00 350.00 350.00

    1.00 day/s 2.00 260.00 520.00

    870.00

    29.55 cu.m.

    3.00 day/s 6.00 260.00 4,680.00

    4,680.00

    5.00 cu.m 350.00 1,750.00

    1,750.00

    2.00 day/s 6.00 260.00 3,120.00

    3,120.00

    1.00 lot

    0.50 gals. 1,600.00 800.00

    800.00

    1.00 day/s 1.00 260.00 260.00

    260.00

    13,970.00

    II 15.46 cu.m.

    140.00 bags 270.00 37,800.00

    8.00 cu.m. 850.00 6,800.00

    16.00 cu.m. 900.00 14,400.00

    59,000.00

    7.00 day/s 2.00 350.00 4,900.00

    7.00 day/s 6.00 260.00 10,920.00

    15,820.00

    74,820.00

    Republic of the Philippines

    MUNICIPALITY OF PIO V. CORPUS

    Province of Masbate

    ITEM

    NO.ITEM DESCRIPTION QUANTITY UNIT

    No. of

    Crew/

    Labor

    BILL OF QUANTITIES

    SITE WORKS

    I - 1. Clearing and Lay-out

    RATE PER

    DAY/ UNIT

    COST

    TOTAL

    B. Labor

    Productivity Rate: 26.67 sq. m./ man-day

    Carpenter

    Laborer

    Sub-Total

    I - 2. Structural Excavation

    A. Materials

    25 - 2" x 2" x 12' Coco Lumber

    Nylon #0.80

    3" CWN

    Sub-Total

    I - 3. Embankment:

    Filling, Grading & Compaction

    A. Materials

    Filling Materials

    Sub-Total

    Column Footing, Wall Footing & Septic Vault

    A. Labor

    Productivity Rate: 1.64 cu. m./ man-day

    Laborer

    Sub-Total

    A. Materials

    Termite Solution

    Sub-Total

    B. Labor

    Laborer

    Sub-Total

    B. Labor

    Productivity Rate: 1.50 cu. m./ man-day

    Laborer

    Sub-Total

    I - 4. Soil Poisoning

    Washed Sand

    Washed Gravel

    Sub-Total

    B. Labor

    Productivity Rate: 0.3 cu. m./ man-day

    Mason

    TOTAL FOR SITE WORKS

    CONCRETE WORKS

    Wall Footing, Columns & Footings, Floor Slab, Lintel Beams.

    Roof Beam and Septic Tank

    A. Materials

    Portland Cement

    Laborer

    Sub-Total

    TOTAL FOR CONCRETING

  • III 1,436.84 Kgs.

    197.00 length 729.29 135.00 26,595.00

    35.00 length 186.48 210.00 7,350.00

    55.00 length 521.07 350.00 19,250.00

    15.00 kgs. 70.00 1,050.00

    10.00 pcs. 70.00 700.00

    54,945.00

    7.00 day/s 2.00 350.00 4,900.00

    7.00 day/s 4.00 260.00 7,280.00

    12,180.00

    67,125.00

    IV 1.00 Lot

    600.00 bd.Ft 17.00 10,200.00

    67.00 bd.Ft 17.00 1,139.00

    12.00 shts. 420.00 5,040.00

    15.00 kgs. 70.00 1,050.00

    5.00 kgs. 70.00 350.00

    5.00 kgs. 70.00 350.00

    18,129.00

    2.00 day/s 2.00 350.00 1,400.00

    2.00 day/s 2.00 260.00 1,040.00

    2,440.00

    20,569.00

    V 125.44 sq.m.

    75.00 bags 270.00 20,250.00

    6.50 cu.m. 850.00 5,525.00

    1,330.00 pcs. 21.00 27,930.00

    236.00 pcs. 24.00 5,664.00

    60.00 length 135.00 8,100.00

    16.00 length 210.00 3,360.00

    10.00 kgs. 70.00 700.00

    71,529.00

    6.00 day/s 4.00 350.00 8,400.00

    6.00 day/s 4.00 260.00 6,240.00

    14,640.00

    244.70 sq.m.

    75.00 bags 270.00 20,250.00

    8.00 cu.m. 850.00 6,800.00

    27,050.00

    8.00 day/s 4.00 350.00 11,200.00

    8.00 day/s 4.00 260.00 8,320.00

    19,520.00

    132,739.00

    A. Materials

    10mm dia. x 6.0m RSB

    12mm dia. x 6.0m RSB

    16mm dia. x 6.0m RSB

    #16 G.I. Tie Wire

    Hacksaw Blade

    REINFORCING STEEL BARSWall Footing, Columns & Footings, Floor Slab, Lintel Beams,

    Roof Beam and Septic Tank

    TOTAL FOR REINFORCING STEEL BARS

    FORMWORKS & SCAFOLDING: TWO (2) USE

    Materials

    100 - 2" x 3" x 12' Coco Lumber

    20 - 2" x 2" x 10' Coco Lumber for Bracing

    Sub-Total

    B. Labor

    Productivity Rate: Cut, Bend and Place RSB (30.0 kgs./ man-day)

    Steelman

    Laborer

    Sub-Total

    Carpenter

    Laborer

    Sub-Total

    TOTAL FOR FORMWORKS AND SCAFOLDING

    MASONRY WORKS

    1/4 thk. 4' x 8' Ordinary Plywood

    #4 CWN

    #2 CWN

    #1 CWN

    Sub-Total

    Labor

    10mm dia. x 6.0m RSB

    12mm dia. x 6.0m RSB

    #16 G.I. Tie Wire

    Sub-Total

    B. Labor

    Productivity Rate: 6.0 sq. m./ man-day

    V - 1. CHB Laying

    A. Materials

    Portland Cement

    Washed Sand

    4" x 8' x 16" CHB

    6" x 8' x 16" CHB

    Portland Cement

    Washed Sand

    Sub-Total

    B. Labor

    Productivity Rate: 8 sq. m./ man-day

    Mason

    Mason

    Laborer

    Sub-Total

    V - 2. Plastering

    A. Materials

    Laborer

    Sub-Total

    TOTAL FOR MASONRY WORKS

  • VI 1.00 lot

    L 50mm x 50mm x 4.5 mm 54.00 pcs. 900.00 48,600.00

    L 38mm x 38mm x 4.5 mm 32.00 pcs. 700.00 22,400.00

    L 25mm x 25mm x 4.5mm 2.00 pcs. 380.00 760.00

    50 x 100 x GA. 14 C-PURLINS 28.00 pcs. 650.00 18,200.00

    Plain Round Bar 10mm dia. X 6.0mm Sagrod 8.00 pcs. 310.00 2,480.00

    Welding Rod 20.00 kgs. 75.00 1,500.00

    Primer, Zinc Chromate 2.00 gals. 850.00 1,700.00

    5.00 pcs. 1,150.00 5,750.00

    101,390.00

    10.00 day/s 2.00 350.00 7,000.00

    10.00 day/s 3.00 260.00 7,800.00

    14,800.00

    One (1) Unit Welding Machine 10.00 day/s 1.00 850.00 8,500.00

    Diesel: 16.00 liter/day 10.00 day/s 16.00 60.00 9,600.00

    Lubricant: 0.25 liter/day 10.00 day/s 0.25 200.00 500.00

    18,600.00

    134,790.00

    VII 68.72 sq.m.

    27.00 pcs. 120.00 3,240.00

    27.00 pcs. 110.00 2,970.00

    54.00 pcs. 7.00 378.00

    4.00 box 250.00 1,000.00

    3.00 kgs. 90.00 270.00

    18.00 pcs. 60.00 1,080.00

    6.00 pcs. 160.00 960.00

    24.00 pcs. 440.00 10,560.00

    20,458.00

    6.00 day/s 2.00 350.00 4,200.00

    6.00 day/s 2.00 260.00 3,120.00

    7,320.00

    One (1) Unit Welding Machine 6.00 day/s 1.00 850.00 5,100.00

    Diesel: 16.00 liter/day 6.00 day/s 16.00 60.00 5,760.00

    Lubricant: 0.25 liter/day 6.00 day/s 0.25 200.00 300.00

    11,160.00

    38,938.00

    VIII 19.05 sq.m.

    5.38 sq.m.

    2 sets 4,829.00 9,658.00

    1 sets 4,000.00 4,000.00

    2 sets 1,000.00 2,000.00

    (3-1/2" x 3-1/2") Loose Pin Hinges 9 sets 150.00 1,350.00

    17,008.00

    2 day/s 1.00 350.00 700.00

    2 day/s 1.00 260.00 520.00

    1,220.00

    A. Materials

    3/4" x Thk. Marine Plywood (Facia Board)

    Sub-Total

    B. Labor

    Welders

    Laborer

    STEEL WORKS

    Roof Frame

    A. Materials

    Double Metal Furring x 16'

    Single Metal Furring x 16'

    Metal Furring Clip

    3/16" dia. X 1" Blind Rivets

    1" Concrete Nails

    Sub-Total

    Equipment Rental, Fuel & Oil

    Sub-Total

    TOTAL FOR STEEL WORKS

    CEILING WORKS

    Installers

    Laborer

    Sub-Total

    Equipment Rental, Fuel & Oil

    Sub-Total

    TOTAL FOR CEILING WORKS

    2" x 2" x 3/16" Wall Angle Frame

    2" x 2" x 3/16" Carrying Channel

    1/4'' thk. Ordinary Plywood

    Sub-Total

    B. Labor

    Productivity Rate: 32.5 sq.m./ man-day

    Lockset (High Quality Doorknob)

    Sub-Total

    B. Labor

    B.1. Installation of Doors (Productivity Rate: 2.69 sq. m./ man-day

    Carpenters

    Laborer

    DOORS AND WINDOWS

    DOORS

    D - 1, (1.0m x 2.10m) Hollow Core Flush Type Hinged Door

    with on 150mm Hard Wood Jamb (Good Lumber)

    D - 2, (0.60m x 2.10m) Hollow Core Flush Type Hinged Door

    with on 150mm Hard Wood Jamb (Good Lumber)

    Sub-Total

  • 13.67 sq.m.

    2.00 sets 5,820.00 11,640.00

    4.00 sets 4,000.00 16,000.00

    2.00 sets 1,950.00 3,900.00

    1.00 sets 1,100.00 1,100.00

    2.00 sets 900.00 1,800.00

    34,440.00

    7.00 day/s 1.00 350.00 2,450.00

    7.00 day/s 1.00 260.00 1,820.00

    4,270.00

    56,938.00

    IX 90.78 sq.m.

    36.00 shts. 450.00 16,200.00

    25.00 shts. 400.00 10,000.00

    5.00 pcs. 220.00 1,100.00

    10.00 pcs. 220.00 2,200.00

    2.00 lit. 450.00 900.00

    1,300.00 pcs. 2.00 2,600.00

    200.00 pcs. 1.00 200.00

    33,200.00

    5.00 day/s 2.00 350.00 3,500.00

    5.00 day/s 3.00 260.00 3,900.00

    7,400.00

    40,600.00

    X 1.00 Lot

    2.00 pcs. 1,000.00 2,000.00

    2.00 sets 235.00 470.00

    2,470.00

    4.00 length 450.00 1,800.00

    4.00 length 305.00 1,220.00

    6.00 length 225.00 1,350.00

    4.00 pcs. 45.00 180.00

    10.00 pcs. 115.00 1,150.00

    2.00 pcs. 50.00 100.00

    2.00 pcs. 160.00 320.00

    3.00 pcs. 145.00 435.00

    1.00 pcs. 69.00 69.00

    2.00 pcs. 187.00 374.00

    3.00 pcs. 76.00 228.00

    1.00 pint 100.00 100.00

    7,326.00

    W - 5, (0.60m X 0.60m) Clear Glass Jalousie Window on

    Standard Aluminum Housing on 100mm Aluminum Jamb & Iron

    Window Grilles - 10mm dia. Plain Round Bars.

    W - 6, (0.40m X 0.60m) Clear Glass Jalousie Window on

    Standard Aluminum Housing on 100mm Aluminum Jamb & Iron

    Window Grilles - 10mm dia. Plain Round Bars.

    Sub-Total

    B. Labor

    B.1. Instalation of Windows (Productivity Rate: 1.95 sq. m./ man-day

    Skilled Worker

    WINDOWS

    W - 1, (2.40m X 1.20m) Clear Glass Jalousie Window on

    Standard Aluminum Housing on 100mm Aluminum Jamb & Iron

    Window Grilles - 10mm dia. Plain Round Bars.

    W - 2, (1.20m X 1.20m) Clear Glass Jalousie Window on

    Standard Aluminum Housing on 100mm Aluminum Jamb & Iron

    Window Grilles - 10mm dia. Plain Round Bars.

    W - 3, (0.60m X 1.20m) Clear Glass Jalousie Window on

    Standard Aluminum Housing on 100mm Aluminum Jamb & Iron

    Window Grilles - 10mm dia. Plain Round Bars.

    #26 x 10' Corr G.I. Sheets (Premium Class "A")

    #26 x 8' Corr G.I. Sheets (Premium Class "A")

    #26 Pre-Fabricated Ridge Roll 8' (Premium "A")

    #26 Pre-Fabricated Gutter 8' (Premium "A")

    Roof Sealant

    Tex Screw

    Laborer

    Sub-Total

    TOTAL FOR DOORS & WINDOWS

    ROOFING WORKS

    A. Materials

    Sub-Total

    TOTAL FOR ROOFING WORKS

    PLUMBING WORKS

    Blind Rivets

    Sub-Total

    B. Labor

    Productivity Rate: 3.63 sq. m./ man-day

    Installers/Welders

    Laborer

    A. Materials

    4" x 3.0m dia. PV Pipe

    3" x 3.0m dia. PV Pipe

    2" x 3.0m PV Pipe

    2" dia. X 900 PVC Bend Elbow

    4" dia. X 900 PVC Bend Elbow

    X-1 Plumbing Fixtuers:

    A. Materials

    Pail Flush Type Toilet Bowl

    4" x 4" PVC Floor Drain

    Sub-Total

    X-2 Sewer Line:

    Solvent Cement

    Sub-Total

    4" dia. X 450 PVC Bend Elbow

    4" x 3" Wye

    2" dia. PVC P-Trap

    4" dia. PVC Clean Out Plug

    4" dia. X 4" dia. PVC Wye

    3' dia. X 90 deg. PVC elbow

  • 1.00 sets 2,500.00 2,500.00

    10.00 length 89.00 890.00

    1.00 pcs. 358.00 358.00

    1.00 pcs. 25.00 25.00

    4.00 pcs. 25.00 100.00

    3.00 pcs. 45.00 135.00

    2.00 pcs. 50.00 100.00

    2.00 pcs. 150.00 300.00

    3.00 rolls 20.00 60.00

    4,468.00

    4.00 2.00 350.00 2,800.00

    4.00 2.00 260.00 2,080.00

    4,880.00

    19,144.00

    XI 5.00 sq.m.

    200.00 pcs. 30.00 6,000.00

    3.00 kls. 95.00 285.00

    3.00 pcs. 100.00 300.00

    6,585.00

    4.00 day/s 1.00 350.00 1,400.00

    4.00 day/s 1.00 260.00 1,040.00

    2,440.00

    9,025.00

    XII 1.00 Lot

    12.00 pcs. 40.00 480.00

    7.00 pcs. 30.00 210.00

    1.00 length 150.00 150.00

    1.00 pc. 100.00 100.00

    940.00

    2.00 box 3,850.00 7,700.00

    10.00 pcs. 12.00 120.00

    80.00 m 17.00 1,360.00

    3.00 pcs. 30.00 90.00

    9,270.00

    4.00 pcs. 400.00 1,600.00

    4.00 pcs. 175.00 700.00

    2.00 pcs. 215.00 430.00

    4.00 pcs. 80.00 320.00

    5.00 pcs. 200.00 1,000.00

    8.00 pcs. 75.00 600.00

    1.00 pcs. 90.00 90.00

    Panel Box. Flush Type, 4 Branches 1.00 set 550.00 550.00

    1.00 set 300.00 300.00

    3.00 set 285.00 855.00

    6,445.00

    7.00 day/s 1.00 350.00 2,450.00

    7.00 day/s 1.00 260.00 1,820.00

    4,270.00

    20,925.00

    X-3 For Water Line:

    A. Materials

    Wallhung Lavatory with Faucet and Supply Pipe 1/2" x 3.0m HDPE Pipe

    Teflon Tape

    Sub-Total

    B. Labor

    Plumber/ Mason

    Laborer

    Sub-Total

    1/2" dia. Gate Valve 1/2" Coupling 1/2" 90 deg. Bend Elbow 1/2" Tee 1/2" Female Threaded Adoptor 1/2" Faucet, Hosebib, Brass

    Tile Trim

    Sub-Total

    B. Labor

    Productivity Rate: .625 sq. m./ man-day

    Mason

    Laborer

    TOTAL FOR PLUMBING WORKS

    TILE WORKS

    A. Materials

    8" x 8" Unglazed Tiles

    White Cement / Tile Groute

    2" x 4" Utility Boxes Pvc

    4" x 4" Junction Boxes PVC

    3/4" dia. RSC Pipe

    Screw Insulator

    Sub-Total

    XII. B. Electrical Wires

    Sub-Total

    TOTAL FOR TILE WORKS

    ELECTRICAL WORKS

    XII. A. Interior Rough in

    A. Materials

    XII. C. Electrical Fixtures

    A. Materials

    Energy saving flourescent Bulb, 35 watts

    Energy saving flourescent Bulb, 18 watts

    2 Gang Switch with Plate

    1 Gang Switcth w/ Plate

    A. Materials

    3.5mm2 THW Stranded

    PVC Clamp

    Flexible Tube 3/4" dia

    Electrical Tape (Big)

    Sub-Total

    B. Labor

    Electrician

    Laborer

    Sub-Total

    TOTAL FOR ELECTRICAL WORKS

    Duplex Convenience Outlet

    Ligthing Outlet ( 4" Porcelain Receptacle)

    Entrance Cap #1" dia.

    Circuit Breaker, 40 A 2P

    Circuit Breaker, 20 A 2P

    Sub-Total

  • XIII 374.70 sq.m.

    4.00 gals. 700.00 2,800.00

    3.00 gals. 400.00 1,200.00

    4.00 gals. 350.00 1,400.00

    1.00 gals. 600.00 600.00

    6.00 gals. 500.00 3,000.00

    6.00 gals. 400.00 2,400.00

    6.00 gals. 500.00 3,000.00

    2.00 gals. 450.00 900.00

    6.00 gals. 500.00 3,000.00

    6.00 gals. 450.00 2,700.00

    2.00 pints 110.00 220.00

    2.00 pints 110.00 220.00

    1.00 pints 110.00 110.00

    1.00 pints 110.00 110.00

    1.00 pints 110.00 110.00

    6.00 gals. 250.00 1,500.00

    4.00 pcs. 60.00 240.00

    2.00 pcs. 40.00 80.00

    4.00 set 60.00 240.00

    1.00 set 91.00 91.00

    1.00 set 45.00 45.00

    5.00 pcs. 30.00 150.00

    10.00 pcs. 60.00 600.00

    24,716.00

    7.00 day/s 2.00 350.00 4,900.00

    7.00 day/s 3.00 260.00 5,460.00

    10,360.00

    35,076.00

    XIV 21.00 sq.m.

    A. Materials

    Steel Gate (See plans for details) 1.00 unit 20,000.00 20,000.00

    20,000.00

    XIV - 1 Excavation 7.20 cu.m.

    Footing and Wall footing

    Quantity take off:

    Footing Wallfooting

    Length - 0.80m Length - 14.00m

    Width - 0.80 m Width - 0.30m

    Height - 1.00m Height - 0.80m

    Qty. - 6 Qty. -1

    Vol - 3.84 cu.m. Vol - 3.36 cu.m.

    A. Labor

    Productivity Rate: 1.64 cu. m./ man-day

    Laborer 2.00 day/s 4.00 260.00 2,080.00

    Sub - Total 2,080.00

    XIV- 2 CHB laying

    12.00 bags 270.00 3,240.00

    Washed Sand 10.00 cu.m. 850.00 8,500.00

    25.00 length 135.00 3,375.00

    5.00 kgs. 70.00 350.00

    276.00 pcs. 21.00 5,796.00

    21,261.00

    Roof Paint Baguio Green

    Flat Latex White

    Semi-Gloss Latex White

    Quick Dry Enamel Chocolate Brown

    Quick Dry Enamel White

    Flat Enamel White

    PAINTING WORKS

    A. Materials

    Surface Primer (Red Oxide)

    Concrete Putty

    Concrete Neutralizer

    Polituff

    Paint Brush 4"

    Paint Brush 2"

    Paint Roller 7" with Pan

    Lettering Brush 1"

    Lettering Brush 1/2"

    Sandpaper #100

    Latex Tinting Color Rawsienna

    Latex Tinting Color Red

    Latex Tinting Color Blue

    Latex Tinting Color Yellow

    Latex Tinting Color Green

    Paint Thinner

    TOTAL FOR PAINTING WORKS

    Sandpaper #80

    Sub-Total

    B. Labor

    Painter

    Laborer

    Sub-Total

    A. Materials

    10mm dia. x 6.0m RSB

    #16 G.I. Tie Wire

    4" x 8' x 16" CHB

    Sub-Total

    FENCE/WALL

    Length - 14.00m

    Height - 1.50m

    Area - 21 sq.m.

    Sub-Total

    Portland Cement

  • Productivity Rate: 6.0 sq. m./ man-day

    1.00 day/s 5.00 350.00 1,750.00

    1.00 day/s 5.00 260.00 1,300.00

    3,050.00

    42.00 sq.m.

    A. Materials

    9.00 bags 270.00 2,430.00

    1.00 cu.m. 850.00 850.00

    3,280.00

    2.00 day/s 3.00 350.00 2,100.00

    2.00 day/s 3.00 260.00 1,560.00

    3,660.00

    2.05 cu.m.

    19.00 bags 270.00 5,130.00

    2.00 cu.m. 850.00 1,700.00

    Washed Gravel 3.00 cu.m. 900.00 2,700.00

    40.00 length 135.00 5,400.00

    10.00 length 210.00 2,100.00

    5.00 kgs. 70.00 350.00

    17,380.00

    B. Labor

    Mason 5.00 day/s 6.00 350.00 10,500.00

    Laborer 5.00 day/s 6.00 260.00 7,800.00

    18,300.00

    89,011.00

    XV 1.00 Lot

    60.00 days 1.00 450.00 27,000.00

    27,000.00

    XVI 1.00 Lot

    1.00 set 1,500.00 1,500.00

    1.00 unit 3,001.00 3,001.00

    6.00 unit 1,000.00 6,000.00

    30.00 unit 400.00 12,000.00

    3.00 sets 3,000.00 9,000.00

    31,501.00

    31,501.00

    XVII 1.00 lot

    Project Signage 1.00 unit 7,500.00 7,500.00

    7,500.00

    PROJECT SUPERVISION

    Project Supervision

    TOTAL FOR PROJECT SUPERVISION

    FACILITIES/AMENITIES

    Blackboard

    B. Labor

    Sub - Total

    Mason

    Laborer

    Column Wallfooting Footing

    Length - 0.25m Length - 14.00m Length - 0.80m

    A. Materials

    Portland Cement

    Washed Sand

    10mm dia. x 6.0m RSB

    12mm dia. x 6.0m RSB

    Height = 0.60m , Width = 0.30m , Length = 0.30m made of

    12mm thick plywood with 25mm x 44mm wooden frame.

    Low shelves (0.90m - 3 layers X 2.50m.)

    Sub-Total

    TOTAL FOR BASIC FACILITIES/AMENITIES

    Heigth = 1.20m , Width = 0.025m , Length = 1.50m ; made of

    6mm thick plywood with 25mm x 50mm wood frame with

    paint.

    Office Table with ChairHeight = 0.82m , Width = 0.70m , Length = 0.90m ; made of

    12mm thick plywood on wooden frame with at least one (1)

    drawer.

    Child's Tables

    Height = 0.50m , Width = 0.60m , Length = 1.20m made of

    12 mm thick plywood with 25mm x 50mm wooden frame.

    Child's Chairs

    PROJECT SIGNAGE

    TOTAL FOR PROJECT SIGNAGE

    XIV - 3 Plastering

    Width - 0.25m Width - 0.30m Width - 0.80m

    XIV - 4 Concrete & Rebars works for Fence

    Quantity take off:

    TOTAL FOR FENCE /WALL

    Height - 2.30m Thick - 0.10m Thick - 0.20m

    Qty - 6 Qty - 1 Qty - 6

    Sub - Total

    Portland Cement

    Washed Sand

    Sub - Total

    B. Labor

    Mason

    Laborer

    #16 G.I. Tie Wire

    Sub - Total

    Vol. - 0.8625 cu.m. Vol - 0.42 cu.m. Vol. - 0.768 cu.m.

    Productivity Rate: 8 sq. m./ man-day

  • A605,331.00

    29,760.00

    101,900.00

    82,680.00

    819,671.00

    B

    139,345.00

    40,984.00

    180,329.00

    1,000,000.00

    1,000,000.00

    Prepared: Approved:

    ENGR. KERWIN JAY C. CONDOR

    Engineer III Municipal Mayor

    Reviewed & Checked:

    Municipal Engineer

    TOTAL (A+B)

    b. Unskilled

    Sub-Total A

    INDIRECT COST

    DIRECT COST

    Material Cost

    Equipment Rental

    Labor Cost:

    a. Skilled

    ENGR. JUVY S. CHING

    VAT (5%)

    OCM & Profit (17%)

    HON. ALLAN T. LEPASANA

    TOTAL ESTIMATED COST

    Sub-Total B