Daycare - Tanque
Content
Republic of the Philippines
MUNICIPALITY OF PIO V. CORPUS
Province of Masbate
BILL OF QUANTITIES
ITEM
NO.
I
ITEM DESCRIPTION
QUANTITY
UNIT
80.00
sq.m.
100.00
1.00
7.00
bd. ft.
kgs.
kgs.
1.00
1.00
day/s
day/s
29.55
cu.m.
3.00
day/s
5.00
cu.m
2.00
day/s
1.00
lot
0.50
gals.
1.00
day/s
15.46
cu.m.
140.00
8.00
16.00
bags
cu.m.
cu.m.
7.00
7.00
day/s
day/s
No. of
Crew/
Labor
RATE PER
DAY/ UNIT
COST
TOTAL
SITE WORKS
I - 1. Clearing and Lay-out
A. Materials
25 - 2" x 2" x 12' Coco Lumber
Nylon #0.80
3" CWN
17.00
300.00
70.00
1,700.00
300.00
490.00
2,490.00
1.00
2.00
350.00
260.00
350.00
520.00
870.00
6.00
260.00
4,680.00
4,680.00
350.00
1,750.00
1,750.00
260.00
3,120.00
3,120.00
1,600.00
800.00
800.00
260.00
260.00
260.00
13,970.00
270.00
850.00
900.00
37,800.00
6,800.00
14,400.00
59,000.00
350.00
260.00
4,900.00
10,920.00
15,820.00
74,820.00
Sub-Total
B. Labor
Productivity Rate: 26.67 sq. m./ man-day
Carpenter
Laborer
Sub-Total
I - 2. Structural Excavation
Column Footing, Wall Footing & Septic Vault
A. Labor
Productivity Rate: 1.64 cu. m./ man-day
Laborer
Sub-Total
I - 3. Embankment:
Filling, Grading & Compaction
A. Materials
Filling Materials
Sub-Total
B. Labor
Productivity Rate: 1.50 cu. m./ man-day
Laborer
6.00
Sub-Total
I - 4. Soil Poisoning
A. Materials
Termite Solution
Sub-Total
B. Labor
Laborer
1.00
Sub-Total
TOTAL FOR SITE WORKS
II
CONCRETE WORKS
Wall Footing, Columns & Footings, Floor Slab, Lintel Beams.
Roof Beam and Septic Tank
A. Materials
Portland Cement
Washed Sand
Washed Gravel
Sub-Total
B. Labor
Productivity Rate: 0.3 cu. m./ man-day
Mason
Laborer
Sub-Total
TOTAL FOR CONCRETING
2.00
6.00
III
REINFORCING STEEL BARS
Wall Footing, Columns & Footings, Floor Slab, Lintel Beams,
Roof Beam and Septic Tank
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
Sub-Total
B. Labor
1,436.84
Kgs.
197.00
35.00
55.00
15.00
10.00
length
length
length
kgs.
pcs.
729.29
186.48
521.07
135.00
210.00
350.00
70.00
70.00
26,595.00
7,350.00
19,250.00
1,050.00
700.00
54,945.00
7.00
7.00
day/s
day/s
2.00
4.00
350.00
260.00
4,900.00
7,280.00
12,180.00
67,125.00
1.00
Lot
17.00
17.00
420.00
70.00
70.00
70.00
10,200.00
1,139.00
5,040.00
1,050.00
350.00
350.00
18,129.00
350.00
260.00
1,400.00
1,040.00
2,440.00
20,569.00
270.00
850.00
21.00
24.00
135.00
210.00
70.00
20,250.00
5,525.00
27,930.00
5,664.00
8,100.00
3,360.00
700.00
71,529.00
350.00
260.00
8,400.00
6,240.00
14,640.00
270.00
850.00
20,250.00
6,800.00
27,050.00
350.00
260.00
11,200.00
8,320.00
19,520.00
132,739.00
Productivity Rate: Cut, Bend and Place RSB (30.0 kgs./ manday)
Steelman
Laborer
Sub-Total
TOTAL FOR REINFORCING STEEL BARS
IV
FORMWORKS & SCAFOLDING: TWO (2) USE
Materials
100 - 2" x 3" x 12' Coco Lumber
20 - 2" x 2" x 10' Coco Lumber for Bracing
1/4 thk. 4' x 8' Ordinary Plywood
#4 CWN
#2 CWN
#1 CWN
600.00
67.00
12.00
15.00
5.00
5.00
bd.Ft
bd.Ft
shts.
kgs.
kgs.
kgs.
2.00
2.00
day/s
day/s
125.44
sq.m.
75.00
6.50
1,330.00
236.00
60.00
16.00
10.00
bags
cu.m.
pcs.
pcs.
length
length
kgs.
6.00
6.00
day/s
day/s
244.70
sq.m.
75.00
8.00
bags
cu.m.
8.00
8.00
day/s
day/s
Sub-Total
Labor
Carpenter
Laborer
2.00
2.00
Sub-Total
TOTAL FOR FORMWORKS AND SCAFOLDING
V
MASONRY WORKS
V - 1. CHB Laying
A. Materials
Portland Cement
Washed Sand
4" x 8' x 16" CHB
6" x 8' x 16" CHB
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
Mason
Laborer
4.00
4.00
Sub-Total
V - 2. Plastering
A. Materials
Portland Cement
Washed Sand
Sub-Total
B. Labor
Productivity Rate: 8 sq. m./ man-day
Mason
Laborer
Sub-Total
TOTAL FOR MASONRY WORKS
4.00
4.00
VI
STEEL WORKS
Roof Frame
A. Materials
L 50mm x 50mm x 4.5 mm
L 38mm x 38mm x 4.5 mm
L 25mm x 25mm x 4.5mm
50 x 100 x GA. 14 C-PURLINS
Plain Round Bar 10mm dia. X 6.0mm Sagrod
Welding Rod
Primer, Zinc Chromate
3/4" x Thk. Marine Plywood (Facia Board)
1.00
lot
54.00
32.00
2.00
28.00
8.00
20.00
2.00
5.00
pcs.
pcs.
pcs.
pcs.
pcs.
kgs.
gals.
pcs.
900.00
700.00
380.00
650.00
310.00
75.00
850.00
1,150.00
Sub-Total
B. Labor
Welders
Laborer
48,600.00
22,400.00
760.00
18,200.00
2,480.00
1,500.00
1,700.00
5,750.00
101,390.00
10.00
10.00
day/s
day/s
2.00
3.00
350.00
260.00
7,000.00
7,800.00
14,800.00
10.00
10.00
10.00
day/s
day/s
day/s
1.00
16.00
0.25
850.00
60.00
200.00
8,500.00
9,600.00
500.00
18,600.00
134,790.00
68.72
sq.m.
27.00
27.00
54.00
4.00
3.00
18.00
6.00
24.00
pcs.
pcs.
pcs.
box
kgs.
pcs.
pcs.
pcs.
120.00
110.00
7.00
250.00
90.00
60.00
160.00
440.00
3,240.00
2,970.00
378.00
1,000.00
270.00
1,080.00
960.00
10,560.00
20,458.00
6.00
6.00
day/s
day/s
2.00
2.00
350.00
260.00
4,200.00
3,120.00
7,320.00
6.00
6.00
6.00
day/s
day/s
day/s
1.00
16.00
0.25
850.00
60.00
200.00
5,100.00
5,760.00
300.00
11,160.00
38,938.00
19.05
sq.m.
5.38
sq.m.
Sub-Total
Equipment Rental, Fuel & Oil
One (1) Unit Welding Machine
Diesel: 16.00 liter/day
Lubricant: 0.25 liter/day
Sub-Total
TOTAL FOR STEEL WORKS
VII
CEILING WORKS
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
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
Installers
Laborer
Sub-Total
Equipment Rental, Fuel & Oil
One (1) Unit Welding Machine
Diesel: 16.00 liter/day
Lubricant: 0.25 liter/day
Sub-Total
TOTAL FOR CEILING WORKS
VIII
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)
Lockset (High Quality Doorknob)
(3-1/2" x 3-1/2") Loose Pin Hinges
2
sets
4,829.00
9,658.00
1
sets
4,000.00
4,000.00
2
9
sets
sets
1,000.00
150.00
2,000.00
1,350.00
17,008.00
2
day/s
day/s
350.00
260.00
700.00
520.00
1,220.00
Sub-Total
B. Labor
B.1. Installation of Doors (Productivity Rate: 2.69 sq. m./ manday
Carpenters
Laborer
2
Sub-Total
1.00
1.00
WINDOWS
13.67
sq.m.
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.
2.00
sets
5,820.00
11,640.00
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.
4.00
sets
4,000.00
16,000.00
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.
2.00
sets
1,950.00
3,900.00
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.
1.00
sets
1,100.00
1,100.00
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.
2.00
sets
900.00
1,800.00
Sub-Total
34,440.00
B. Labor
B.1. Instalation of Windows (Productivity Rate: 1.95 sq. m./
man-day
Skilled Worker
Laborer
7.00
7.00
day/s
day/s
90.78
sq.m.
1.00
1.00
350.00
260.00
2,450.00
1,820.00
4,270.00
56,938.00
450.00
400.00
220.00
220.00
450.00
2.00
1.00
16,200.00
10,000.00
1,100.00
2,200.00
900.00
2,600.00
200.00
Sub-Total
TOTAL FOR DOORS & WINDOWS
IX
ROOFING WORKS
A. Materials
#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
Blind Rivets
36.00
25.00
5.00
10.00
2.00
1,300.00
200.00
shts.
shts.
pcs.
pcs.
lit.
pcs.
pcs.
Sub-Total
33,200.00
B. Labor
Productivity Rate: 3.63 sq. m./ man-day
Installers/Welders
Laborer
5.00
5.00
day/s
day/s
1.00
Lot
2.00
2.00
pcs.
sets
4.00
4.00
6.00
4.00
10.00
2.00
length
length
length
pcs.
pcs.
pcs.
2.00
3.00
1.00
2.00
3.00
1.00
pcs.
pcs.
pcs.
pcs.
pcs.
pint
2.00
3.00
350.00
260.00
3,500.00
3,900.00
7,400.00
40,600.00
1,000.00
235.00
2,000.00
470.00
2,470.00
450.00
305.00
225.00
45.00
115.00
50.00
160.00
145.00
69.00
187.00
76.00
100.00
1,800.00
1,220.00
1,350.00
180.00
1,150.00
100.00
320.00
435.00
69.00
374.00
228.00
100.00
7,326.00
Sub-Total
TOTAL FOR ROOFING WORKS
X
PLUMBING WORKS
X-1 Plumbing Fixtuers:
A. Materials
Pail Flush Type Toilet Bowl
4" x 4" PVC Floor Drain
Sub-Total
X-2 Sewer Line:
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
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
Solvent Cement
Sub-Total
X-3 For Water Line:
A. Materials
Wallhung Lavatory with Faucet and Supply Pipe
1
/2" x 3.0m HDPE Pipe
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
Teflon Tape
1.00
10.00
1.00
1.00
sets
length
pcs.
pcs.
4.00
3.00
2.00
2.00
3.00
pcs.
pcs.
pcs.
pcs.
rolls
2,500.00
89.00
358.00
25.00
25.00
45.00
50.00
150.00
20.00
Sub-Total
B. Labor
Plumber/ Mason
Laborer
4,468.00
4.00
4.00
2.00
2.00
350.00
260.00
2,800.00
2,080.00
4,880.00
19,144.00
30.00
95.00
100.00
6,000.00
285.00
300.00
Sub-Total
TOTAL FOR PLUMBING WORKS
XI
TILE WORKS
A. Materials
8" x 8" Unglazed Tiles
White Cement / Tile Groute
Tile Trim
2,500.00
890.00
358.00
25.00
100.00
135.00
100.00
300.00
60.00
5.00
200.00
3.00
3.00
sq.m.
pcs.
kls.
pcs.
Sub-Total
6,585.00
B. Labor
Productivity Rate: .625 sq. m./ man-day
Mason
Laborer
4.00
4.00
day/s
day/s
1.00
Lot
12.00
7.00
1.00
1.00
pcs.
pcs.
length
pc.
1.00
1.00
350.00
260.00
1,400.00
1,040.00
2,440.00
9,025.00
40.00
30.00
150.00
100.00
480.00
210.00
150.00
100.00
940.00
3,850.00
12.00
17.00
30.00
7,700.00
120.00
1,360.00
90.00
9,270.00
400.00
175.00
215.00
80.00
200.00
75.00
90.00
550.00
300.00
285.00
1,600.00
700.00
430.00
320.00
1,000.00
600.00
90.00
550.00
300.00
855.00
Sub-Total
TOTAL FOR TILE WORKS
XII
ELECTRICAL WORKS
XII. A. Interior Rough in
A. Materials
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
A. Materials
3.5mm2 THW Stranded
PVC Clamp
Flexible Tube 3/4" dia
Electrical Tape (Big)
2.00
box
10.00
80.00
3.00
pcs.
m
pcs.
4.00
4.00
2.00
4.00
5.00
8.00
1.00
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
1.00
1.00
3.00
set
set
set
Sub-Total
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
Duplex Convenience Outlet
Ligthing Outlet ( 4" Porcelain Receptacle)
Entrance Cap #1" dia.
Panel Box. Flush Type, 4 Branches
Circuit Breaker, 40 A 2P
Circuit Breaker, 20 A 2P
Sub-Total
B. Labor
Electrician
Laborer
6,445.00
7.00
7.00
Sub-Total
TOTAL FOR ELECTRICAL WORKS
day/s
day/s
1.00
1.00
350.00
260.00
2,450.00
1,820.00
4,270.00
20,925.00
XIII
PAINTING WORKS
A. Materials
Surface Primer (Red Oxide)
Concrete Putty
Concrete Neutralizer
Polituff
Roof Paint Baguio Green
Flat Latex White
Semi-Gloss Latex White
Quick Dry Enamel Chocolate Brown
Quick Dry Enamel White
Flat Enamel White
Latex Tinting Color Rawsienna
Latex Tinting Color Red
Latex Tinting Color Blue
Latex Tinting Color Yellow
Latex Tinting Color Green
Paint Thinner
Paint Brush 4"
Paint Brush 2"
Paint Roller 7" with Pan
Lettering Brush 1"
Lettering Brush 1/2"
374.70
4.00
3.00
4.00
1.00
6.00
6.00
6.00
2.00
6.00
6.00
2.00
2.00
1.00
1.00
1.00
6.00
4.00
2.00
4.00
1.00
1.00
5.00
10.00
Sandpaper #100
Sandpaper #80
sq.m.
gals.
gals.
gals.
gals.
gals.
gals.
gals.
gals.
gals.
gals.
pints
pints
pints
pints
pints
gals.
pcs.
pcs.
set
set
set
pcs.
pcs.
700.00
400.00
350.00
600.00
500.00
400.00
500.00
450.00
500.00
450.00
110.00
110.00
110.00
110.00
110.00
250.00
60.00
40.00
60.00
91.00
45.00
30.00
60.00
Sub-Total
B. Labor
Painter
Laborer
24,716.00
7.00
7.00
day/s
day/s
21.00
sq.m.
2.00
3.00
350.00
260.00
4,900.00
5,460.00
10,360.00
35,076.00
20,000.00
20,000.00
20,000.00
260.00
2,080.00
2,080.00
270.00
850.00
135.00
70.00
21.00
3,240.00
8,500.00
3,375.00
350.00
5,796.00
21,261.00
Sub-Total
TOTAL FOR PAINTING WORKS
XIV
FENCE/WALL
Length - 14.00m
Height - 1.50m
Area - 21 sq.m.
A. Materials
Steel Gate (See plans for details)
1.00
unit
7.20
cu.m.
2.00
day/s
12.00
10.00
25.00
5.00
276.00
bags
cu.m.
length
kgs.
pcs.
Sub-Total
XIV - 1 Excavation
Footing and Wall footing
Quantity take off:
Footing
Length - 0.80m
Width - 0.80 m
Height - 1.00m
Qty. - 6
Vol - 3.84 cu.m.
2,800.00
1,200.00
1,400.00
600.00
3,000.00
2,400.00
3,000.00
900.00
3,000.00
2,700.00
220.00
220.00
110.00
110.00
110.00
1,500.00
240.00
80.00
240.00
91.00
45.00
150.00
600.00
Wallfooting
Length - 14.00m
Width - 0.30m
Height - 0.80m
Qty. -1
Vol - 3.36 cu.m.
A. Labor
Productivity Rate: 1.64 cu. m./ man-day
Laborer
4.00
Sub - Total
XIV- 2 CHB laying
A. Materials
Portland Cement
Washed Sand
10mm dia. x 6.0m RSB
#16 G.I. Tie Wire
4" x 8' x 16" CHB
Sub-Total
B. Labor
Productivity Rate: 6.0 sq. m./ man-day
Mason
Laborer
1.00
1.00
day/s
day/s
42.00
sq.m.
9.00
1.00
bags
cu.m.
2.00
2.00
day/s
day/s
2.05
cu.m.
19.00
2.00
3.00
40.00
10.00
5.00
bags
cu.m.
cu.m.
length
length
kgs.
5.00
5.00
day/s
day/s
1.00
60.00
Lot
days
1.00
Lot
1.00
5.00
5.00
350.00
260.00
1,750.00
1,300.00
3,050.00
270.00
850.00
2,430.00
850.00
3,280.00
350.00
260.00
2,100.00
1,560.00
3,660.00
270.00
850.00
900.00
135.00
210.00
70.00
5,130.00
1,700.00
2,700.00
5,400.00
2,100.00
350.00
17,380.00
6.00
6.00
350.00
260.00
10,500.00
7,800.00
18,300.00
89,011.00
1.00
450.00
27,000.00
27,000.00
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
Sub - Total
XIV - 3 Plastering
A. Materials
Portland Cement
Washed Sand
Sub - Total
B. Labor
Productivity Rate: 8 sq. m./ man-day
Mason
Laborer
XIV - 4 Concrete & Rebars works for Fence
Quantity take off:
Column
Wallfooting
Footing
Length - 0.25m
Length - 14.00m
Length - 0.80m
Width - 0.25m
Width - 0.30m
Width - 0.80m
Height - 2.30m
Thick - 0.10m
Thick - 0.20m
Qty - 6
Qty - 1
Qty - 6
Vol. - 0.8625 cu.m. Vol - 0.42 cu.m.
Vol. - 0.768 cu.m.
A. Materials
Portland Cement
Washed Sand
Washed Gravel
10mm dia. x 6.0m RSB
12mm dia. x 6.0m RSB
#16 G.I. Tie Wire
3.00
3.00
Sub - Total
B. Labor
Mason
Laborer
Sub - Total
TOTAL FOR FENCE /WALL
XV
PROJECT SUPERVISION
Project Supervision
TOTAL FOR PROJECT SUPERVISION
XVI
FACILITIES/AMENITIES
Blackboard
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 Chair
Height = 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
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
XVII PROJECT SIGNAGE
Project Signage
1.00
1.00
TOTAL FOR PROJECT SIGNAGE
9,000.00
31,501.00
31,501.00
lot
unit
7,500.00
7,500.00
7,500.00
A
DIRECT COST
Material Cost
Equipment Rental
Labor Cost:
a. Skilled
b. Unskilled
605,331.00
29,760.00
101,900.00
82,680.00
819,671.00
Sub-Total A
B
INDIRECT COST
OCM & Profit (17%)
VAT (5%)
139,345.00
40,984.00
Sub-Total B
TOTAL (A+B)
180,329.00
1,000,000.00
TOTAL ESTIMATED COST
1,000,000.00
Prepared:
Approved:
ENGR. KERWIN JAY C. CONDOR
Engineer III
HON. ALLAN T. LEPASANA
Municipal Mayor
Reviewed & Checked:
ENGR. JUVY S. CHING
Municipal Engineer
MUNICIPALITY OF PIO V. CORPUS
Province of Masbate
BILL OF QUANTITIES
ITEM
NO.
I
ITEM DESCRIPTION
QUANTITY
UNIT
80.00
sq.m.
100.00
1.00
7.00
bd. ft.
kgs.
kgs.
1.00
1.00
day/s
day/s
29.55
cu.m.
3.00
day/s
5.00
cu.m
2.00
day/s
1.00
lot
0.50
gals.
1.00
day/s
15.46
cu.m.
140.00
8.00
16.00
bags
cu.m.
cu.m.
7.00
7.00
day/s
day/s
No. of
Crew/
Labor
RATE PER
DAY/ UNIT
COST
TOTAL
SITE WORKS
I - 1. Clearing and Lay-out
A. Materials
25 - 2" x 2" x 12' Coco Lumber
Nylon #0.80
3" CWN
17.00
300.00
70.00
1,700.00
300.00
490.00
2,490.00
1.00
2.00
350.00
260.00
350.00
520.00
870.00
6.00
260.00
4,680.00
4,680.00
350.00
1,750.00
1,750.00
260.00
3,120.00
3,120.00
1,600.00
800.00
800.00
260.00
260.00
260.00
13,970.00
270.00
850.00
900.00
37,800.00
6,800.00
14,400.00
59,000.00
350.00
260.00
4,900.00
10,920.00
15,820.00
74,820.00
Sub-Total
B. Labor
Productivity Rate: 26.67 sq. m./ man-day
Carpenter
Laborer
Sub-Total
I - 2. Structural Excavation
Column Footing, Wall Footing & Septic Vault
A. Labor
Productivity Rate: 1.64 cu. m./ man-day
Laborer
Sub-Total
I - 3. Embankment:
Filling, Grading & Compaction
A. Materials
Filling Materials
Sub-Total
B. Labor
Productivity Rate: 1.50 cu. m./ man-day
Laborer
6.00
Sub-Total
I - 4. Soil Poisoning
A. Materials
Termite Solution
Sub-Total
B. Labor
Laborer
1.00
Sub-Total
TOTAL FOR SITE WORKS
II
CONCRETE WORKS
Wall Footing, Columns & Footings, Floor Slab, Lintel Beams.
Roof Beam and Septic Tank
A. Materials
Portland Cement
Washed Sand
Washed Gravel
Sub-Total
B. Labor
Productivity Rate: 0.3 cu. m./ man-day
Mason
Laborer
Sub-Total
TOTAL FOR CONCRETING
2.00
6.00
III
REINFORCING STEEL BARS
Wall Footing, Columns & Footings, Floor Slab, Lintel Beams,
Roof Beam and Septic Tank
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
Sub-Total
B. Labor
1,436.84
Kgs.
197.00
35.00
55.00
15.00
10.00
length
length
length
kgs.
pcs.
729.29
186.48
521.07
135.00
210.00
350.00
70.00
70.00
26,595.00
7,350.00
19,250.00
1,050.00
700.00
54,945.00
7.00
7.00
day/s
day/s
2.00
4.00
350.00
260.00
4,900.00
7,280.00
12,180.00
67,125.00
1.00
Lot
17.00
17.00
420.00
70.00
70.00
70.00
10,200.00
1,139.00
5,040.00
1,050.00
350.00
350.00
18,129.00
350.00
260.00
1,400.00
1,040.00
2,440.00
20,569.00
270.00
850.00
21.00
24.00
135.00
210.00
70.00
20,250.00
5,525.00
27,930.00
5,664.00
8,100.00
3,360.00
700.00
71,529.00
350.00
260.00
8,400.00
6,240.00
14,640.00
270.00
850.00
20,250.00
6,800.00
27,050.00
350.00
260.00
11,200.00
8,320.00
19,520.00
132,739.00
Productivity Rate: Cut, Bend and Place RSB (30.0 kgs./ manday)
Steelman
Laborer
Sub-Total
TOTAL FOR REINFORCING STEEL BARS
IV
FORMWORKS & SCAFOLDING: TWO (2) USE
Materials
100 - 2" x 3" x 12' Coco Lumber
20 - 2" x 2" x 10' Coco Lumber for Bracing
1/4 thk. 4' x 8' Ordinary Plywood
#4 CWN
#2 CWN
#1 CWN
600.00
67.00
12.00
15.00
5.00
5.00
bd.Ft
bd.Ft
shts.
kgs.
kgs.
kgs.
2.00
2.00
day/s
day/s
125.44
sq.m.
75.00
6.50
1,330.00
236.00
60.00
16.00
10.00
bags
cu.m.
pcs.
pcs.
length
length
kgs.
6.00
6.00
day/s
day/s
244.70
sq.m.
75.00
8.00
bags
cu.m.
8.00
8.00
day/s
day/s
Sub-Total
Labor
Carpenter
Laborer
2.00
2.00
Sub-Total
TOTAL FOR FORMWORKS AND SCAFOLDING
V
MASONRY WORKS
V - 1. CHB Laying
A. Materials
Portland Cement
Washed Sand
4" x 8' x 16" CHB
6" x 8' x 16" CHB
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
Mason
Laborer
4.00
4.00
Sub-Total
V - 2. Plastering
A. Materials
Portland Cement
Washed Sand
Sub-Total
B. Labor
Productivity Rate: 8 sq. m./ man-day
Mason
Laborer
Sub-Total
TOTAL FOR MASONRY WORKS
4.00
4.00
VI
STEEL WORKS
Roof Frame
A. Materials
L 50mm x 50mm x 4.5 mm
L 38mm x 38mm x 4.5 mm
L 25mm x 25mm x 4.5mm
50 x 100 x GA. 14 C-PURLINS
Plain Round Bar 10mm dia. X 6.0mm Sagrod
Welding Rod
Primer, Zinc Chromate
3/4" x Thk. Marine Plywood (Facia Board)
1.00
lot
54.00
32.00
2.00
28.00
8.00
20.00
2.00
5.00
pcs.
pcs.
pcs.
pcs.
pcs.
kgs.
gals.
pcs.
900.00
700.00
380.00
650.00
310.00
75.00
850.00
1,150.00
Sub-Total
B. Labor
Welders
Laborer
48,600.00
22,400.00
760.00
18,200.00
2,480.00
1,500.00
1,700.00
5,750.00
101,390.00
10.00
10.00
day/s
day/s
2.00
3.00
350.00
260.00
7,000.00
7,800.00
14,800.00
10.00
10.00
10.00
day/s
day/s
day/s
1.00
16.00
0.25
850.00
60.00
200.00
8,500.00
9,600.00
500.00
18,600.00
134,790.00
68.72
sq.m.
27.00
27.00
54.00
4.00
3.00
18.00
6.00
24.00
pcs.
pcs.
pcs.
box
kgs.
pcs.
pcs.
pcs.
120.00
110.00
7.00
250.00
90.00
60.00
160.00
440.00
3,240.00
2,970.00
378.00
1,000.00
270.00
1,080.00
960.00
10,560.00
20,458.00
6.00
6.00
day/s
day/s
2.00
2.00
350.00
260.00
4,200.00
3,120.00
7,320.00
6.00
6.00
6.00
day/s
day/s
day/s
1.00
16.00
0.25
850.00
60.00
200.00
5,100.00
5,760.00
300.00
11,160.00
38,938.00
19.05
sq.m.
5.38
sq.m.
Sub-Total
Equipment Rental, Fuel & Oil
One (1) Unit Welding Machine
Diesel: 16.00 liter/day
Lubricant: 0.25 liter/day
Sub-Total
TOTAL FOR STEEL WORKS
VII
CEILING WORKS
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
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
Installers
Laborer
Sub-Total
Equipment Rental, Fuel & Oil
One (1) Unit Welding Machine
Diesel: 16.00 liter/day
Lubricant: 0.25 liter/day
Sub-Total
TOTAL FOR CEILING WORKS
VIII
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)
Lockset (High Quality Doorknob)
(3-1/2" x 3-1/2") Loose Pin Hinges
2
sets
4,829.00
9,658.00
1
sets
4,000.00
4,000.00
2
9
sets
sets
1,000.00
150.00
2,000.00
1,350.00
17,008.00
2
day/s
day/s
350.00
260.00
700.00
520.00
1,220.00
Sub-Total
B. Labor
B.1. Installation of Doors (Productivity Rate: 2.69 sq. m./ manday
Carpenters
Laborer
2
Sub-Total
1.00
1.00
WINDOWS
13.67
sq.m.
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.
2.00
sets
5,820.00
11,640.00
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.
4.00
sets
4,000.00
16,000.00
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.
2.00
sets
1,950.00
3,900.00
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.
1.00
sets
1,100.00
1,100.00
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.
2.00
sets
900.00
1,800.00
Sub-Total
34,440.00
B. Labor
B.1. Instalation of Windows (Productivity Rate: 1.95 sq. m./
man-day
Skilled Worker
Laborer
7.00
7.00
day/s
day/s
90.78
sq.m.
1.00
1.00
350.00
260.00
2,450.00
1,820.00
4,270.00
56,938.00
450.00
400.00
220.00
220.00
450.00
2.00
1.00
16,200.00
10,000.00
1,100.00
2,200.00
900.00
2,600.00
200.00
Sub-Total
TOTAL FOR DOORS & WINDOWS
IX
ROOFING WORKS
A. Materials
#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
Blind Rivets
36.00
25.00
5.00
10.00
2.00
1,300.00
200.00
shts.
shts.
pcs.
pcs.
lit.
pcs.
pcs.
Sub-Total
33,200.00
B. Labor
Productivity Rate: 3.63 sq. m./ man-day
Installers/Welders
Laborer
5.00
5.00
day/s
day/s
1.00
Lot
2.00
2.00
pcs.
sets
4.00
4.00
6.00
4.00
10.00
2.00
length
length
length
pcs.
pcs.
pcs.
2.00
3.00
1.00
2.00
3.00
1.00
pcs.
pcs.
pcs.
pcs.
pcs.
pint
2.00
3.00
350.00
260.00
3,500.00
3,900.00
7,400.00
40,600.00
1,000.00
235.00
2,000.00
470.00
2,470.00
450.00
305.00
225.00
45.00
115.00
50.00
160.00
145.00
69.00
187.00
76.00
100.00
1,800.00
1,220.00
1,350.00
180.00
1,150.00
100.00
320.00
435.00
69.00
374.00
228.00
100.00
7,326.00
Sub-Total
TOTAL FOR ROOFING WORKS
X
PLUMBING WORKS
X-1 Plumbing Fixtuers:
A. Materials
Pail Flush Type Toilet Bowl
4" x 4" PVC Floor Drain
Sub-Total
X-2 Sewer Line:
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
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
Solvent Cement
Sub-Total
X-3 For Water Line:
A. Materials
Wallhung Lavatory with Faucet and Supply Pipe
1
/2" x 3.0m HDPE Pipe
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
Teflon Tape
1.00
10.00
1.00
1.00
sets
length
pcs.
pcs.
4.00
3.00
2.00
2.00
3.00
pcs.
pcs.
pcs.
pcs.
rolls
2,500.00
89.00
358.00
25.00
25.00
45.00
50.00
150.00
20.00
Sub-Total
B. Labor
Plumber/ Mason
Laborer
4,468.00
4.00
4.00
2.00
2.00
350.00
260.00
2,800.00
2,080.00
4,880.00
19,144.00
30.00
95.00
100.00
6,000.00
285.00
300.00
Sub-Total
TOTAL FOR PLUMBING WORKS
XI
TILE WORKS
A. Materials
8" x 8" Unglazed Tiles
White Cement / Tile Groute
Tile Trim
2,500.00
890.00
358.00
25.00
100.00
135.00
100.00
300.00
60.00
5.00
200.00
3.00
3.00
sq.m.
pcs.
kls.
pcs.
Sub-Total
6,585.00
B. Labor
Productivity Rate: .625 sq. m./ man-day
Mason
Laborer
4.00
4.00
day/s
day/s
1.00
Lot
12.00
7.00
1.00
1.00
pcs.
pcs.
length
pc.
1.00
1.00
350.00
260.00
1,400.00
1,040.00
2,440.00
9,025.00
40.00
30.00
150.00
100.00
480.00
210.00
150.00
100.00
940.00
3,850.00
12.00
17.00
30.00
7,700.00
120.00
1,360.00
90.00
9,270.00
400.00
175.00
215.00
80.00
200.00
75.00
90.00
550.00
300.00
285.00
1,600.00
700.00
430.00
320.00
1,000.00
600.00
90.00
550.00
300.00
855.00
Sub-Total
TOTAL FOR TILE WORKS
XII
ELECTRICAL WORKS
XII. A. Interior Rough in
A. Materials
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
A. Materials
3.5mm2 THW Stranded
PVC Clamp
Flexible Tube 3/4" dia
Electrical Tape (Big)
2.00
box
10.00
80.00
3.00
pcs.
m
pcs.
4.00
4.00
2.00
4.00
5.00
8.00
1.00
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
pcs.
1.00
1.00
3.00
set
set
set
Sub-Total
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
Duplex Convenience Outlet
Ligthing Outlet ( 4" Porcelain Receptacle)
Entrance Cap #1" dia.
Panel Box. Flush Type, 4 Branches
Circuit Breaker, 40 A 2P
Circuit Breaker, 20 A 2P
Sub-Total
B. Labor
Electrician
Laborer
6,445.00
7.00
7.00
Sub-Total
TOTAL FOR ELECTRICAL WORKS
day/s
day/s
1.00
1.00
350.00
260.00
2,450.00
1,820.00
4,270.00
20,925.00
XIII
PAINTING WORKS
A. Materials
Surface Primer (Red Oxide)
Concrete Putty
Concrete Neutralizer
Polituff
Roof Paint Baguio Green
Flat Latex White
Semi-Gloss Latex White
Quick Dry Enamel Chocolate Brown
Quick Dry Enamel White
Flat Enamel White
Latex Tinting Color Rawsienna
Latex Tinting Color Red
Latex Tinting Color Blue
Latex Tinting Color Yellow
Latex Tinting Color Green
Paint Thinner
Paint Brush 4"
Paint Brush 2"
Paint Roller 7" with Pan
Lettering Brush 1"
Lettering Brush 1/2"
374.70
4.00
3.00
4.00
1.00
6.00
6.00
6.00
2.00
6.00
6.00
2.00
2.00
1.00
1.00
1.00
6.00
4.00
2.00
4.00
1.00
1.00
5.00
10.00
Sandpaper #100
Sandpaper #80
sq.m.
gals.
gals.
gals.
gals.
gals.
gals.
gals.
gals.
gals.
gals.
pints
pints
pints
pints
pints
gals.
pcs.
pcs.
set
set
set
pcs.
pcs.
700.00
400.00
350.00
600.00
500.00
400.00
500.00
450.00
500.00
450.00
110.00
110.00
110.00
110.00
110.00
250.00
60.00
40.00
60.00
91.00
45.00
30.00
60.00
Sub-Total
B. Labor
Painter
Laborer
24,716.00
7.00
7.00
day/s
day/s
21.00
sq.m.
2.00
3.00
350.00
260.00
4,900.00
5,460.00
10,360.00
35,076.00
20,000.00
20,000.00
20,000.00
260.00
2,080.00
2,080.00
270.00
850.00
135.00
70.00
21.00
3,240.00
8,500.00
3,375.00
350.00
5,796.00
21,261.00
Sub-Total
TOTAL FOR PAINTING WORKS
XIV
FENCE/WALL
Length - 14.00m
Height - 1.50m
Area - 21 sq.m.
A. Materials
Steel Gate (See plans for details)
1.00
unit
7.20
cu.m.
2.00
day/s
12.00
10.00
25.00
5.00
276.00
bags
cu.m.
length
kgs.
pcs.
Sub-Total
XIV - 1 Excavation
Footing and Wall footing
Quantity take off:
Footing
Length - 0.80m
Width - 0.80 m
Height - 1.00m
Qty. - 6
Vol - 3.84 cu.m.
2,800.00
1,200.00
1,400.00
600.00
3,000.00
2,400.00
3,000.00
900.00
3,000.00
2,700.00
220.00
220.00
110.00
110.00
110.00
1,500.00
240.00
80.00
240.00
91.00
45.00
150.00
600.00
Wallfooting
Length - 14.00m
Width - 0.30m
Height - 0.80m
Qty. -1
Vol - 3.36 cu.m.
A. Labor
Productivity Rate: 1.64 cu. m./ man-day
Laborer
4.00
Sub - Total
XIV- 2 CHB laying
A. Materials
Portland Cement
Washed Sand
10mm dia. x 6.0m RSB
#16 G.I. Tie Wire
4" x 8' x 16" CHB
Sub-Total
B. Labor
Productivity Rate: 6.0 sq. m./ man-day
Mason
Laborer
1.00
1.00
day/s
day/s
42.00
sq.m.
9.00
1.00
bags
cu.m.
2.00
2.00
day/s
day/s
2.05
cu.m.
19.00
2.00
3.00
40.00
10.00
5.00
bags
cu.m.
cu.m.
length
length
kgs.
5.00
5.00
day/s
day/s
1.00
60.00
Lot
days
1.00
Lot
1.00
5.00
5.00
350.00
260.00
1,750.00
1,300.00
3,050.00
270.00
850.00
2,430.00
850.00
3,280.00
350.00
260.00
2,100.00
1,560.00
3,660.00
270.00
850.00
900.00
135.00
210.00
70.00
5,130.00
1,700.00
2,700.00
5,400.00
2,100.00
350.00
17,380.00
6.00
6.00
350.00
260.00
10,500.00
7,800.00
18,300.00
89,011.00
1.00
450.00
27,000.00
27,000.00
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
Sub - Total
XIV - 3 Plastering
A. Materials
Portland Cement
Washed Sand
Sub - Total
B. Labor
Productivity Rate: 8 sq. m./ man-day
Mason
Laborer
XIV - 4 Concrete & Rebars works for Fence
Quantity take off:
Column
Wallfooting
Footing
Length - 0.25m
Length - 14.00m
Length - 0.80m
Width - 0.25m
Width - 0.30m
Width - 0.80m
Height - 2.30m
Thick - 0.10m
Thick - 0.20m
Qty - 6
Qty - 1
Qty - 6
Vol. - 0.8625 cu.m. Vol - 0.42 cu.m.
Vol. - 0.768 cu.m.
A. Materials
Portland Cement
Washed Sand
Washed Gravel
10mm dia. x 6.0m RSB
12mm dia. x 6.0m RSB
#16 G.I. Tie Wire
3.00
3.00
Sub - Total
B. Labor
Mason
Laborer
Sub - Total
TOTAL FOR FENCE /WALL
XV
PROJECT SUPERVISION
Project Supervision
TOTAL FOR PROJECT SUPERVISION
XVI
FACILITIES/AMENITIES
Blackboard
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 Chair
Height = 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
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
XVII PROJECT SIGNAGE
Project Signage
1.00
1.00
TOTAL FOR PROJECT SIGNAGE
9,000.00
31,501.00
31,501.00
lot
unit
7,500.00
7,500.00
7,500.00
A
DIRECT COST
Material Cost
Equipment Rental
Labor Cost:
a. Skilled
b. Unskilled
605,331.00
29,760.00
101,900.00
82,680.00
819,671.00
Sub-Total A
B
INDIRECT COST
OCM & Profit (17%)
VAT (5%)
139,345.00
40,984.00
Sub-Total B
TOTAL (A+B)
180,329.00
1,000,000.00
TOTAL ESTIMATED COST
1,000,000.00
Prepared:
Approved:
ENGR. KERWIN JAY C. CONDOR
Engineer III
HON. ALLAN T. LEPASANA
Municipal Mayor
Reviewed & Checked:
ENGR. JUVY S. CHING
Municipal Engineer
