Daycare - Tanque
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Transcript of 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
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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
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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
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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
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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
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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