Daycare - Alegria Re-edit

7/24/2019 Daycare - Alegria Re-edit

1/7

I

80.00 sq.m.

100.00 bd. ft. 18.00 1,800.00

1.00 kgs. 350.00 350.00

7.00 kgs. 70.00 490.00

2,640.00

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

14,120.00

II 15.46 cu.m.

140.00 bags 280.00 39,200.00

8.00 cu.m. 900.00 7,200.00

16.00 cu.m. 1,000.00 16,000.00

62,400.00

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

78,220.00

REPUBLIC OF THE PHILIPPINES

Municipality of Pio V. Corpus

Province of Masbate

ITEMNO.

ITEM DESCRIPTION QUANTITY UNIT

No. of

Crew/Labor

BILL OF QUANTITIES

SITE WORKS

I - 1. Clearing and Lay-out

RATE PER

DAY/ UNITCOST

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 & CompactionA. 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


Laborer

Sub-Total

I - 4. Soil Poisoning

Washed Sand

Washed Gravel

Sub-Total

B. Labor


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

Page 1


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ITEM

NO.ITEM DESCRIPTION QUANTITY UNIT

No. of

Crew/

Labor

RATE PER

DAY/ UNIT

COST

TOTAL

III 1,436.84 Kgs.

197.00 length 729.29 140.00 27,580.00

35.00 length 186.48 210.00 7,350.0055.00 length 521.07 360.00 19,800.00

15.00 kgs. 70.00 1,050.00

10.00 pcs. 70.00 700.00

56,480.00

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

68,660.00

IV 1.00 Lot

600.00 bd.Ft 18.00 10,800.00

67.00 bd.Ft 18.00 1,206.00

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

18,796.00

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

21,236.00

V 125.44 sq.m.

75.00 bags 280.00 21,000.00

6.50 cu.m. 900.00 5,850.00

1,330.00 pcs. 21.00 27,930.00

236.00 pcs. 24.00 5,664.00

60.00 length 140.00 8,400.00

16.00 length 210.00 3,360.00

10.00 kgs. 70.00 700.00

72,904.00

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 280.00 21,000.00

8.00 cu.m. 900.00 7,200.00

28,200.00

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

135,264.00

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



#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-TotalB. 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

Page 2


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ITEM


No. of

Crew/

Labor

RATE PER

DAY/ UNIT

COST

TOTAL

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 1.00 900.00 9,000.00 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

19,100.00

135,290.00

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. 90.00 270.0018.00 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 1.00 900.00 5,400.00

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

11,460.00

39,238.00

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 1,350.0017,008.00

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

Page 3


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ITEM


No. of

Crew/

Labor

RATE PER

DAY/ UNIT

COST

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 1,100.0010.00 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.




Sub-Total

B. Labor

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

day

Skilled Worker

WINDOWS




W - 2, (1.20m X 1.20m) Clear Glass Jalousie Window on StandardAluminum Housing on 100mm Aluminum Jamb & Iron Window





#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

PVCBend Elbow

4" dia. X 900

PVCBend 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

PVCBend 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

Page 4


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ITEM


No. of

Crew/

Labor

RATE PER

DAY/ UNIT

COST

TOTAL

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 WORKSA. 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-TotalPage 5


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ITEM


No. of

Crew/

Labor

RATE PER

DAY/ UNIT

COST

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 1,500.004.00 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

10,360.0035,076.00

XIV

A. Materials

56.00 bags 280.00 15,680.00

4.00 cu.m. 900.00 3,600.00

0.50 cu.m. 1,000.00 500.00

56.00 bags 35.00 1,960.00

200.00 pcs. 21.00 4,200.00

296.00 length 140.00 41,440.00

9.00 kgs. 70.00 630.00

3.00 pcs. 70.00 210.00

68,220.00

Communal Tapstand: 1.50 sq.m.

2.00 pcs. 358.00 716.00

2.00 pcs. 150.00 300.00

2.00 length 89.00 178.00

1.00 pcs. 45.00 45.00

3.00 pcs. 25.00 75.00

3.00 pcs. 25.00 75.00

2.00 roll 20.00 40.00

2.00 pint 100.00 200.00

Sub-Total 1,629.00

7.00 day/s 3.00 350.00 7,350.00

7.00 day/s 3.00 260.00 5,460.00

12,810.00

82,659.00

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 Brush1/2"

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

Hacksaw Blade

Washed Sand

Sub-Total

1/2" dia. Gate Valve 1/2"

Faucet, Hosebib, Brass 1/2" dia x 3.0m HDPE Pipe 1/2" dia Tee 1/2" dia 90 deg. Bend Elbow

4" x 8' x 16" CHB


#16 G.I. Tie Wire

TOTAL FOR FERROCEMENT WATER TANK WORKS

FERROCEMENT WATER TANK WORKS

Portland Cement

Sahara

1/2 Gravel

1/2" dia Coupling

Teflon Tape

Solvent Cement

B. Labor

Laborer

Sub - Total

Mason

Page 6


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ITEM


No. of

Crew/

Labor

RATE PER

DAY/ UNIT

COST

TOTAL

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

A

621,536.00

30,560.00

94,900.00

75,400.00

822,396.00

B

139,808.00

41,120.00

180,928.00

1,003,324.00

1,003,324.00

1,003,324.00

Prepared: Approved:

ENGR. KERWIN JAY C. CONDOR

Engineer III Municipal Mayor

Reviewed & Checked:

Municipal Engineer

PROJECT SUPERVISION

Project Supervision

TOTAL FOR PROJECT SUPERVISION

FACILITIES/AMENITIES

Blackboard

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

Labor Cost:

a. Skilled

PROJECT SIGNAGE

TOTAL FOR PROJECT SIGNAGE

ENGR. JUVY S. CHING

GRAND TOTAL

VAT (5%)

OCM & Profit (17%)

HON. ALLAN T. LEPASANA

ADD: Contingency

TOTAL ESTIMATED COST

ADD: O&M (Other Amenities)

Sub-Total B

TOTAL (A+B)

b. Unskilled

Sub-Total A

INDIRECT COST

DIRECT COST

Material Cost

Equipment Rental

Page 7

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