Unit Derivation Cost (agri-infra)
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UNIT COST DEVELOPMENT For
Location: Brgy. Bunga, Abuyog, Leyte Date: Jan. 31, 2005
WATER PUMPING A. EQUIPMENT 2 Water pump accessories Minor tools (15% of labor)
B. LABOR 2 light equipment operator
C. MARK-UP (30%)
PhP/hr PhP/hr TOTAL A PhP/hr
172.40 11.25 183.65
PhP/hr TOTAL B PhP/hr TOTAL A+B PhP/hr PhP/hr
75.00 75.00 258.65 77.60
300 PhP/day
UNIT COST
TOTAL A+B
PhP/hr
336.25
UNIT COST DEVELOPMENT For Location Date:
RCP (0.61 m dia.) A. Labor Excavation (unskilled labor) Laying (unskilled labor) Backfilling(unskilled labor)
6.7 hr/m x 4 hr/m x 2.5 hr/m x
PhP/hr PhP/hr PhP/hr
PhP/m PhP/m PhP/m TOTAL A
B. Materials RCP (cost on site) Scraps: 10% of cost of RCP Sealing joints: 30% of scrap
PhP/m PhP/m PhP/m TOTAL B TOTAL A + B
C. Mark-up (30%)
PhP/m TOTAL COST
PhP/m
0 0 0 0
0 0 0 0 0 0
UNIT COST DEVELOPMENT For
Location: Tagbawto, Hilongos, Leyte Date: Jan. 18, 2005
SANDBAGS & PILING A. MATERIALS A.1 Sand
0.05 cu.m./bag X 280 PhP/cu.m.
A.2 Empty bags
PhP/bag
14
PhP/bag
5
TOTAL A B. LABOR 2 Unskilled labor OUTPUT=
150 PhP/day
19
PhP/hr
37.5
PhP/bag
6.25
PhP/bag
25.25
6 Bags/hr
C. UNIT COST B/OUTPUT TOTAL COST
UNIT COST DEVELOPMENT
For
Location: Tagbawto, Hilongos, Leyte Date: Jan. 18, 2005
ROCK EXCAVATION A. LABOR 1 skilled labor 8 unskilled labor
250 PhP/day 150 PhP/day
PhP/hr PhP/hr TOTAL A PhP/hr
31.25 150 181.25
PhP/hr PhP/hr
45.31 226.56
PhP/cu.m.
226.56
PhP/cu.m
226.56
B. EQUIPMENT Minor tools (25% of labor) TOTAL A + B OUTPUT= C. UNIT COST
1 cu.m./hr
(TOTAL A+B/OUTPUT)
UNIT COST
UNIT COST DEVELOPMENT For
Location: Tagbawto, Hilongos, Leyte Date: Jan. 18, 2005
LAMINATED SACK A. LABOR 1 Skilled labor 8 Unskilled labor
250.00 PhP/day 150.00 PhP/day
OUTPUT= B. UNIT COST
6
PhP/hr PhP/hr TOTAL A PhP/hr m/hr
TOTAL A/OUTPUT
C. MATERIAL Laminated sack @
31.25 150.00 181.25
6ftx100m 4,000.00 PhP/m TOTAL COST
PhP/m
30.21
PhP/m
40.00 70.21
UNIT COST DEVELOPMENT
For Location: Date:
CLEARING AND REMOVAL OF ROCKS A. LABOR 1 Skilled labor 8 Unskilled labor
B. EQUIPMENT Minor tools
OUTPUT= C. UNIT COST
250.00 PhP/day 150.00 PhP/day
(25% of labor)
PhP/hr PhP/hr TOTAL A PhP/hr
31.25 150.00 181.25
PhP/hr TOTAL A + B
45.31 226.56
30.00 sq.m./hr TOTAL A+B/OUTPUT
UNIT COST
PhP/sq.m.
7.55
PhP/sq.m.
7.55
UNIT COST DEVELOPMENT For
Location: Tagbawto,Hilongos, Leyte Date: Jan. 18, 2005
G.I. Pipe (3/4" dia.) A. LABOR 1 Skilled labor 6 Unskilled labor
OUTPUT= B. UNIT COST C. MATERIALS 50 mm dia G.I. pipe
250.00 PhP/day 150.00 PhP/day
PhP/day PhP/day TOTAL A
31.25 112.50 400.00
TOTAL A/OUTPUT
PhP/m
100.00
3,600.00 PhP/pc
PhP/m
600.00
PhP/m
700.00
4 m/hr
TOTAL COST
UNIT COST DEVELOPMENT For
Location: Date:
DIVERSION OF WATER AND CARE OF CREEK A. EQUIPMENT 2 Water pump accessories Minor tools (15% of labor)
B. LABOR 1.00 Skilled labor 250.00 PhP/day 1.00 Unskilled labor 150.00 PhP/day 3.00 Llight equipment operator 300.00 PhP/day
UNIT COST
PhP/hr PhP/hr TOTAL A PhP/hr
250.00 24.38 274.38
PhP/hr PhP/hr PhP/hr TOTAL B PhP/hr
31.25 18.75 112.50 162.50
TOTAL A+B
PhP/hr
436.88
UNIT COST DEVELOPMENT
For Location: Date:
Brgy. Bunga, Abuyog, Leyte 27-Jan-05
COFFER DAM A. LABOR 1 Skilled labor 2 Unskilled labor
OUTPUT=
250.00 PhP/day 150.00 PhP/day
0.06 hr/bd.ft.
PhP/hr PhP/hr TOTAL A PhP/hr
60.00 bd.ft./m (TOTAL A)=
B. MATERIALS 2.50 pcs Marine plywood (1/2" thk.) @ 250.00 PhP/pc 60.00 bd.ft. falsework @ P 8.50 2.00 kg CWN @ 35.00 TOTAL B UNIT COST
31.25 62.50 93.75
PhP/m
360.00
PhP/m
625.00
PhP/m PhP/m PhP/m
510.00 70.00 1,205.00
PhP/m
1,565.00
UNIT COST DEVELOPMENT FOR
Location: Brgy. Bunga, Abuyog, Leyte Date: Jan. 31, 2005 CONCRETE CLASS "A"
A. EQUIPMENT: 2 - Bagger Concrete mixer Minor Tools (10% of Labor)
P/hr. P/hr.
150.00 45.31 195.31
P/hr. P/hr. P/hr. TOTAL B
40.63 187.50 225.00 453.13
TOTAL A + B
648.44
TOTAL C P/cu.m.
810.55
TOTAL A B. LABOR: 1 6 12
Foreman Skilled Laborers Unskilled Laborers
OUTPUT:
325.00 per day 250.00 per day 150.00 per day
0.80 cu.m./hr.
C. UNIT COST: D. MATERIALS: Cement
9.08 bags/cu.m 165.00 Price/bag
P/cu.m.
1,498.20
Sand
0.40 cu.m/cu.m. 280.00 Price/cu.m.
P/cu.m
112.00
Gravel
0.80 cu.m./cu.m. 560.00 Price/cu.m
P/cu.m
448.00
Plywood 1/2"X4'X8'
0.68 pc./cu.m. 195.00 Price/pc
P/cu.m
132.60
False Work
60.00 bd.ft./cu.m. 9.50 Price/bd.ft.
P/cu.m
570.00
Nails and Hardware
2.50 Kg./cu.m. 36.00 Price/kg
P/cu.m
90.00
P/cu.m
142.54
Incidental wastage
5% of the above
TOTAL D TOTAL C + D E. MARK-UP (30%)
P/cu.m.
UNIT COST
2,993.34 3,803.89 1,141.17
4,945.05
UNIT COST DEVELOPMENT FOR
Location: Date:
SAND AND GRAVEL TRANSITION
A. LABOR: 1 6
Skilled Laborers Unskilled Laborers
OUTPUT:
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
2.00 cu.m./hr.
B. UNIT COST:
P/cu.m.
71.88
P/cu.m
560.00
C. MATERIALS: Sand and Gravel
E. MARK-UP
560.00 Price/cu.m
TOTAL C TOTAL B + C
560.00 631.88 189.56
TOTAL COST
821.44
30%
UNIT COST DEVELOPMENT FOR
Location: Date: GRAVEL FILTER
A. LABOR: 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
1.50 cu.m./hr.
B. UNIT COST:
P/cu.m.
95.83
P/cu.m
560.00
C. MATERIALS: Boulders
E. MARK-UP
560.00 Price/cu.m
TOTAL C TOTAL B + C
560.00 655.83 196.75
TOTAL COST
852.58
30%
UNIT COST DEVELOPMENT FOR
Location: Date: RUBBLE MASONRY
A. EQUIPMENT: Minor Tools (10% of Labor)
P/hr
18.13
P/hr. P/hr. P/hr. TOTAL A P/hr.
37.50 31.25 112.50 181.25
B. LABOR: 1 1 6
OUTPUT:
Foreman Skilled Laborers Unskilled Laborers
300.00 per day 250.00 per day 150.00 per day
0.40 cu.m./hr.
B. UNIT COST:
P/cu.m.
453.13
C. MATERIALS: Cement
4.50 bags/cu.m 165.00 Price/bag
P/cu.m.
742.50
Sand
0.50 cu.m/cu.m. 280.00 Price/cu.m.
P/cu.m
140.00
Boulders
1.25 cu.m./cu.m. 560.00 Price/cu.m
P/cu.m
700.00
E. MARK-UP
TOTAL C TOTAL B + C
1,582.50 2,035.63 610.69
TOTAL COST
2,646.31
30%
UNIT COST DEVELOPMENT FOR
Location: Date: GROUTED RIPRAP
A. LABOR: 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
0.40 cu.m./hr.
B. UNIT COST:
P/cu.m.
359.38
C. MATERIALS: Cement
4.20 bags/cu.m 165.00 Price/bag
P/cu.m.
693.00
Sand
0.30 cu.m/cu.m. 280.00 Price/cu.m.
P/cu.m
84.00
Boulders
0.80 cu.m./cu.m. 560.00 Price/cu.m
P/cu.m
448.00
TOTAL C TOTAL B + C
1,225.00 1,584.38
UNIT COST
1,584.38
UNIT COST DEVELOPMENT For
Location: Brgy. Bunga, Abuyog, Leyte Date: Jan. 31, 2005
REINFORCING STEEL BARS (20 mm dia.) A. LABOR ( cutting, bonding and fixing) 1 skilled labor 250.00 PhP/day 6 unskilled labor 150.00 PhP/day
PhP/hr PhP/hr TOTAL A PhP/hr
31.25 112.50 143.75
PhP/hr
2.40
C. MATERIALS Reinforcing steel bars delivered on site @ 437.50 PhP/6m PhP/kg Tie wire= 0.03 kg/kg @ 40.00 PhP/kg PhP/kg TOTAL B PhP/kg
29.57 1.20 30.77
OUTPUT= B. UNIT COST
60 kg/hr TOTAL A/OUTPUT
TOTAL B + C D. MARK-UP ( 30%) UNIT COST
PhP/kg
33.16
PhP/kg
9.95
PhP/kg
43.11
UNIT COST DEVELOPMENT FOR
Location: Date:
CLEARING AND GRUBBING A. LABOR 1 skilled labor 8 unskilled labor
250.00 PhP/day 150.00 PhP/day
PhP/hr PhP/hr
31.25 150.00 181.25
PhP/hr
18.13 199.38
TOTAL A B. EQUIPMENT Minor Tools (10% of labor) TOTAL A+B Output=
50.00 sq. m./hr
C. UNIT COST Total A+B/output
UNIT COST
PhP/sq.m.
3.99
PhP/sq.m.
3.99
UNIT COST DEVELOPMENT FOR
Location: Date: CONCRETE CLASS "B"
A. EQUIPMENT: 2 - Bagger Concrete mixer Minor Tools (10% of Labor)
P/hr. P/hr.
150.00 37.81 187.81
P/hr. P/hr. P/hr. TOTAL B
40.63 112.50 225.00 378.13
TOTAL A + B
565.94
TOTAL A B. LABOR: 1 6 12
Foreman Skilled Laborers Unskilled Laborers
OUTPUT:
325.00 per day 150.00 per day 150.00 per day
0.80 cu.m./hr.
C. UNIT COST:
P/cu.m.
707.42
D. MATERIALS: Cement
7.00 bags/cu.m 165.00 Price/bag
P/cu.m.
1,155.00
Sand
0.50 cu.m/cu.m. 280.00 Price/cu.m.
P/cu.m
140.00
Gravel
1.00 cu.m./cu.m. 560.00 Price/cu.m
P/cu.m
560.00
Plywood 1/2"X4'X8'
0.68 pc./cu.m. 195.00 Price/pc
P/cu.m
132.60
False Work
60.00 bd.ft./cu.m. 9.50 Price/bd.ft.
P/cu.m
570.00
Nails and Hardware
2.50 Kg./cu.m. 36.00 Price/kg
P/cu.m
90.00
P/cu.m
132.38
Incedental Wastage
5% of the above
TOTAL D TOTAL C + D E. MARK-UP
20%
2,779.98 3,487.40 697.48
TOTAL COST
4,184.88
UNIT COST DEVELOPMENT FOR
Location: Date:
Manufacture of RCP (0.61 m diameter)
A. EQUIPMENT: Minor Tools and Forms(15% of Labor)
P/m
141.75 141.75
P/m
375.00
P/m
570.00 945.00
TOTAL A + B
1,086.75
TOTAL A B. LABOR: Skilled Laborers Unskilled Laborers
150.00 P/hr 2.50 hr/m 150.00 P/hr 3.8 hr/m
per day TOTAL B
C. MATERIALS: Cement
1.29 bags/m 165.00 Price/bag
P/m
212.85
Sand
0.08 cu.m/cu.m. 280.00 Price/cu.m.
P/m
23.52
Gravel
0.13 cu.m./cu.m. 560.00 Price/cu.m
P/m
70.56
Rebars
11.30 Kg./m. 36.00 Price/kg
P/cu.m
TOTAL C TOTAL A + B + C E. MARK-UP
20%
406.80
713.73 1,800.48 360.10
TOTAL COST
2,160.58
UNIT COST DEVELOPMENT FOR
Location: Date: WOODEN CONTROL GATE ( Yakal Board )
A. LABOR: (Fixing and iIstallation) 15 % of Material Cost
77.40
B. MATERIALS: Yakal Board 2"X6"X12'
12 bd.ft. 36.00 Price/bd.ft.
16 mm diameter RSB
5.60 kg. 15.00 P/kg
P
84.00 TOTAL A TOTAL A + B
C. UNIT COST: E. MARK-UP
12 bd.ft.
432.00
P/bd.ft.
30% TOTAL COST
516.00 593.40 49.45 14.84 64.29
UNIT COST DEVELOPMENT FOR
Location: Brgy. Bunga, Abuyog, Leyte Date: Jan. 31, 2005
REINFORCING STEEL BARS (10 mm Diameter) A. LABOR: (Cutting, Bonding and Fixing) 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
P/kg
2.40
P/kg. P/kg.
31.66 1.08
60.00 kg/hr
B. UNIT COST: C. MATERIALS: Reinforcing Steel Delivered on Site Tie Wire 0.03 kg/kg 36.00 Price/kg
117 PhP/pc
TOTAL C TOTAL B + C D. MARK-UP (30%)
P/kg
UNIT COST
32.74 35.13 10.54
45.67
UNIT COST DEVELOPMENT FOR
Location: Date:
FINE SAND TRANSITION FILTER
A. LABOR: 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
2.00 cu.m./hr.
B. UNIT COST:
P/cu.m.
71.88
P/cu.m
560.00
C. MATERIALS: Sand
E. MARK-UP
560.00 Price/cu.m
TOTAL C TOTAL B + C
560.00 631.88 189.56
TOTAL COST
821.44
30%
UNIT COST DEVELOPMENT FOR
Location: Date: PVC PIPE
A. LABOR: 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
7.32 m/hr.
B. UNIT COST:
P/m
19.64
C. MATERIALS: 50 mm dia. PVC Pipe
E. MARK-UP
P/m TOTAL B + C
19.64 5.89
TOTAL COST
25.53
30%
UNIT COST DEVELOPMENT FOR
Location: Date: SUB-BASE COURSE
A. LABOR: 8
OUTPUT:
Unskilled Laborers
150.00 per day
P/hr. TOTAL A P/hr.
150.00 150.00
2.00 cu.m./hr.
B. UNIT COST:
P/cu.m.
75.00
P/cu.m
550.00
C. MATERIALS:
Granular Materials Delivered on site
E. MARK-UP
TOTAL B + C
625.00 187.50
TOTAL COST
812.50
30%
UNIT COST DEVELOPMENT FOR
Location: Tagbawto, Hilongos, Leyte Date: Jan. 18, 2005 HANDLAID RIPRAP
A. LABOR: 1 8
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 150.00 181.25
0.50 cu.m./hr.
B. UNIT COST:
P/cu.m.
362.50
P/cu.m
550.00
C. MATERIALS:
Boulders
550.00 P./cu.m.
TOTAL B + C
912.50
UNIT COST
912.50
UNIT COST DEVELOPMENT FOR
Location: Date:
EXCAVATION A. LABOR 1 skilled labor 6 unskilled labor
250.00 PhP/day 150.00 PhP/day
PhP/hr PhP/hr TOTAL A
OUTPUT=
31.25 112.50 143.75
1.80 cu.m./hr
B.UNIT COST
PhP/cu.m.
79.86
C. MARK-UP (30%)
PhP/cu.m.
23.96
TOTAL COST PhP/cu.m.
103.82
UNIT COST DEVELOPMENT FOR
Location: Date:
REINFORCING STELL BARS (16 mm Diameter) A. LABOR: (Cutting, Bonding and Fixing) 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
60.00 cu.m./hr.
B. UNIT COST:
P/cu.m.
2.40
P/kg. P/cu.m
145.00 1.08
C. MATERIALS: Reinforcing Steel Delivered on Site Tie Wire 0.03 cu.m./cu.m. 36.00 Price/cu.m
D. MARK-UP
TOTAL C TOTAL B + C
146.08 148.48 44.54
TOTAL COST
193.02
30%
UNIT COST DEVELOPMENT FOR
Location: Date:
REINFORCING STELL BARS (12 mm Diameter) A. LABOR: (Cutting, Bonding and Fixing) 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
60.00 cu.m./hr.
B. UNIT COST:
P/cu.m.
2.40
P/kg. P/cu.m
27.21 1.08
C. MATERIALS: Reinforcing Steel Delivered on Site Tie Wire 0.03 cu.m./cu.m. 36.00 Price/cu.m
145 Price/pc
TOTAL C TOTAL B + C
28.29 30.69
UNIT COST
30.69
UNIT COST DEVELOPMENT FOR
Location: Brgy. Bunga, Abuyog, Leyte Date: Jan. 31, 2005 STRUCTURAL BACKFILL
A. LABOR: 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
1.50 cu.m./hr.
B. UNIT COST: E. MARK-UP
250.00 per day 150.00 per day
P/cu.m. 30%
95.83 28.75
TOTAL COST P/cu.m.
28.75
Location: Brgy. Bunga, Abuyog, Leyte Date: Jan. 31, 2005
WATER PUMPING A. EQUIPMENT 2 Water pump accessories Minor tools (15% of labor)
B. LABOR 2 light equipment operator
C. MARK-UP (30%)
PhP/hr PhP/hr TOTAL A PhP/hr
172.40 11.25 183.65
PhP/hr TOTAL B PhP/hr TOTAL A+B PhP/hr PhP/hr
75.00 75.00 258.65 77.60
300 PhP/day
UNIT COST
TOTAL A+B
PhP/hr
336.25
UNIT COST DEVELOPMENT For Location Date:
RCP (0.61 m dia.) A. Labor Excavation (unskilled labor) Laying (unskilled labor) Backfilling(unskilled labor)
6.7 hr/m x 4 hr/m x 2.5 hr/m x
PhP/hr PhP/hr PhP/hr
PhP/m PhP/m PhP/m TOTAL A
B. Materials RCP (cost on site) Scraps: 10% of cost of RCP Sealing joints: 30% of scrap
PhP/m PhP/m PhP/m TOTAL B TOTAL A + B
C. Mark-up (30%)
PhP/m TOTAL COST
PhP/m
0 0 0 0
0 0 0 0 0 0
UNIT COST DEVELOPMENT For
Location: Tagbawto, Hilongos, Leyte Date: Jan. 18, 2005
SANDBAGS & PILING A. MATERIALS A.1 Sand
0.05 cu.m./bag X 280 PhP/cu.m.
A.2 Empty bags
PhP/bag
14
PhP/bag
5
TOTAL A B. LABOR 2 Unskilled labor OUTPUT=
150 PhP/day
19
PhP/hr
37.5
PhP/bag
6.25
PhP/bag
25.25
6 Bags/hr
C. UNIT COST B/OUTPUT TOTAL COST
UNIT COST DEVELOPMENT
For
Location: Tagbawto, Hilongos, Leyte Date: Jan. 18, 2005
ROCK EXCAVATION A. LABOR 1 skilled labor 8 unskilled labor
250 PhP/day 150 PhP/day
PhP/hr PhP/hr TOTAL A PhP/hr
31.25 150 181.25
PhP/hr PhP/hr
45.31 226.56
PhP/cu.m.
226.56
PhP/cu.m
226.56
B. EQUIPMENT Minor tools (25% of labor) TOTAL A + B OUTPUT= C. UNIT COST
1 cu.m./hr
(TOTAL A+B/OUTPUT)
UNIT COST
UNIT COST DEVELOPMENT For
Location: Tagbawto, Hilongos, Leyte Date: Jan. 18, 2005
LAMINATED SACK A. LABOR 1 Skilled labor 8 Unskilled labor
250.00 PhP/day 150.00 PhP/day
OUTPUT= B. UNIT COST
6
PhP/hr PhP/hr TOTAL A PhP/hr m/hr
TOTAL A/OUTPUT
C. MATERIAL Laminated sack @
31.25 150.00 181.25
6ftx100m 4,000.00 PhP/m TOTAL COST
PhP/m
30.21
PhP/m
40.00 70.21
UNIT COST DEVELOPMENT
For Location: Date:
CLEARING AND REMOVAL OF ROCKS A. LABOR 1 Skilled labor 8 Unskilled labor
B. EQUIPMENT Minor tools
OUTPUT= C. UNIT COST
250.00 PhP/day 150.00 PhP/day
(25% of labor)
PhP/hr PhP/hr TOTAL A PhP/hr
31.25 150.00 181.25
PhP/hr TOTAL A + B
45.31 226.56
30.00 sq.m./hr TOTAL A+B/OUTPUT
UNIT COST
PhP/sq.m.
7.55
PhP/sq.m.
7.55
UNIT COST DEVELOPMENT For
Location: Tagbawto,Hilongos, Leyte Date: Jan. 18, 2005
G.I. Pipe (3/4" dia.) A. LABOR 1 Skilled labor 6 Unskilled labor
OUTPUT= B. UNIT COST C. MATERIALS 50 mm dia G.I. pipe
250.00 PhP/day 150.00 PhP/day
PhP/day PhP/day TOTAL A
31.25 112.50 400.00
TOTAL A/OUTPUT
PhP/m
100.00
3,600.00 PhP/pc
PhP/m
600.00
PhP/m
700.00
4 m/hr
TOTAL COST
UNIT COST DEVELOPMENT For
Location: Date:
DIVERSION OF WATER AND CARE OF CREEK A. EQUIPMENT 2 Water pump accessories Minor tools (15% of labor)
B. LABOR 1.00 Skilled labor 250.00 PhP/day 1.00 Unskilled labor 150.00 PhP/day 3.00 Llight equipment operator 300.00 PhP/day
UNIT COST
PhP/hr PhP/hr TOTAL A PhP/hr
250.00 24.38 274.38
PhP/hr PhP/hr PhP/hr TOTAL B PhP/hr
31.25 18.75 112.50 162.50
TOTAL A+B
PhP/hr
436.88
UNIT COST DEVELOPMENT
For Location: Date:
Brgy. Bunga, Abuyog, Leyte 27-Jan-05
COFFER DAM A. LABOR 1 Skilled labor 2 Unskilled labor
OUTPUT=
250.00 PhP/day 150.00 PhP/day
0.06 hr/bd.ft.
PhP/hr PhP/hr TOTAL A PhP/hr
60.00 bd.ft./m (TOTAL A)=
B. MATERIALS 2.50 pcs Marine plywood (1/2" thk.) @ 250.00 PhP/pc 60.00 bd.ft. falsework @ P 8.50 2.00 kg CWN @ 35.00 TOTAL B UNIT COST
31.25 62.50 93.75
PhP/m
360.00
PhP/m
625.00
PhP/m PhP/m PhP/m
510.00 70.00 1,205.00
PhP/m
1,565.00
UNIT COST DEVELOPMENT FOR
Location: Brgy. Bunga, Abuyog, Leyte Date: Jan. 31, 2005 CONCRETE CLASS "A"
A. EQUIPMENT: 2 - Bagger Concrete mixer Minor Tools (10% of Labor)
P/hr. P/hr.
150.00 45.31 195.31
P/hr. P/hr. P/hr. TOTAL B
40.63 187.50 225.00 453.13
TOTAL A + B
648.44
TOTAL C P/cu.m.
810.55
TOTAL A B. LABOR: 1 6 12
Foreman Skilled Laborers Unskilled Laborers
OUTPUT:
325.00 per day 250.00 per day 150.00 per day
0.80 cu.m./hr.
C. UNIT COST: D. MATERIALS: Cement
9.08 bags/cu.m 165.00 Price/bag
P/cu.m.
1,498.20
Sand
0.40 cu.m/cu.m. 280.00 Price/cu.m.
P/cu.m
112.00
Gravel
0.80 cu.m./cu.m. 560.00 Price/cu.m
P/cu.m
448.00
Plywood 1/2"X4'X8'
0.68 pc./cu.m. 195.00 Price/pc
P/cu.m
132.60
False Work
60.00 bd.ft./cu.m. 9.50 Price/bd.ft.
P/cu.m
570.00
Nails and Hardware
2.50 Kg./cu.m. 36.00 Price/kg
P/cu.m
90.00
P/cu.m
142.54
Incidental wastage
5% of the above
TOTAL D TOTAL C + D E. MARK-UP (30%)
P/cu.m.
UNIT COST
2,993.34 3,803.89 1,141.17
4,945.05
UNIT COST DEVELOPMENT FOR
Location: Date:
SAND AND GRAVEL TRANSITION
A. LABOR: 1 6
Skilled Laborers Unskilled Laborers
OUTPUT:
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
2.00 cu.m./hr.
B. UNIT COST:
P/cu.m.
71.88
P/cu.m
560.00
C. MATERIALS: Sand and Gravel
E. MARK-UP
560.00 Price/cu.m
TOTAL C TOTAL B + C
560.00 631.88 189.56
TOTAL COST
821.44
30%
UNIT COST DEVELOPMENT FOR
Location: Date: GRAVEL FILTER
A. LABOR: 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
1.50 cu.m./hr.
B. UNIT COST:
P/cu.m.
95.83
P/cu.m
560.00
C. MATERIALS: Boulders
E. MARK-UP
560.00 Price/cu.m
TOTAL C TOTAL B + C
560.00 655.83 196.75
TOTAL COST
852.58
30%
UNIT COST DEVELOPMENT FOR
Location: Date: RUBBLE MASONRY
A. EQUIPMENT: Minor Tools (10% of Labor)
P/hr
18.13
P/hr. P/hr. P/hr. TOTAL A P/hr.
37.50 31.25 112.50 181.25
B. LABOR: 1 1 6
OUTPUT:
Foreman Skilled Laborers Unskilled Laborers
300.00 per day 250.00 per day 150.00 per day
0.40 cu.m./hr.
B. UNIT COST:
P/cu.m.
453.13
C. MATERIALS: Cement
4.50 bags/cu.m 165.00 Price/bag
P/cu.m.
742.50
Sand
0.50 cu.m/cu.m. 280.00 Price/cu.m.
P/cu.m
140.00
Boulders
1.25 cu.m./cu.m. 560.00 Price/cu.m
P/cu.m
700.00
E. MARK-UP
TOTAL C TOTAL B + C
1,582.50 2,035.63 610.69
TOTAL COST
2,646.31
30%
UNIT COST DEVELOPMENT FOR
Location: Date: GROUTED RIPRAP
A. LABOR: 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
0.40 cu.m./hr.
B. UNIT COST:
P/cu.m.
359.38
C. MATERIALS: Cement
4.20 bags/cu.m 165.00 Price/bag
P/cu.m.
693.00
Sand
0.30 cu.m/cu.m. 280.00 Price/cu.m.
P/cu.m
84.00
Boulders
0.80 cu.m./cu.m. 560.00 Price/cu.m
P/cu.m
448.00
TOTAL C TOTAL B + C
1,225.00 1,584.38
UNIT COST
1,584.38
UNIT COST DEVELOPMENT For
Location: Brgy. Bunga, Abuyog, Leyte Date: Jan. 31, 2005
REINFORCING STEEL BARS (20 mm dia.) A. LABOR ( cutting, bonding and fixing) 1 skilled labor 250.00 PhP/day 6 unskilled labor 150.00 PhP/day
PhP/hr PhP/hr TOTAL A PhP/hr
31.25 112.50 143.75
PhP/hr
2.40
C. MATERIALS Reinforcing steel bars delivered on site @ 437.50 PhP/6m PhP/kg Tie wire= 0.03 kg/kg @ 40.00 PhP/kg PhP/kg TOTAL B PhP/kg
29.57 1.20 30.77
OUTPUT= B. UNIT COST
60 kg/hr TOTAL A/OUTPUT
TOTAL B + C D. MARK-UP ( 30%) UNIT COST
PhP/kg
33.16
PhP/kg
9.95
PhP/kg
43.11
UNIT COST DEVELOPMENT FOR
Location: Date:
CLEARING AND GRUBBING A. LABOR 1 skilled labor 8 unskilled labor
250.00 PhP/day 150.00 PhP/day
PhP/hr PhP/hr
31.25 150.00 181.25
PhP/hr
18.13 199.38
TOTAL A B. EQUIPMENT Minor Tools (10% of labor) TOTAL A+B Output=
50.00 sq. m./hr
C. UNIT COST Total A+B/output
UNIT COST
PhP/sq.m.
3.99
PhP/sq.m.
3.99
UNIT COST DEVELOPMENT FOR
Location: Date: CONCRETE CLASS "B"
A. EQUIPMENT: 2 - Bagger Concrete mixer Minor Tools (10% of Labor)
P/hr. P/hr.
150.00 37.81 187.81
P/hr. P/hr. P/hr. TOTAL B
40.63 112.50 225.00 378.13
TOTAL A + B
565.94
TOTAL A B. LABOR: 1 6 12
Foreman Skilled Laborers Unskilled Laborers
OUTPUT:
325.00 per day 150.00 per day 150.00 per day
0.80 cu.m./hr.
C. UNIT COST:
P/cu.m.
707.42
D. MATERIALS: Cement
7.00 bags/cu.m 165.00 Price/bag
P/cu.m.
1,155.00
Sand
0.50 cu.m/cu.m. 280.00 Price/cu.m.
P/cu.m
140.00
Gravel
1.00 cu.m./cu.m. 560.00 Price/cu.m
P/cu.m
560.00
Plywood 1/2"X4'X8'
0.68 pc./cu.m. 195.00 Price/pc
P/cu.m
132.60
False Work
60.00 bd.ft./cu.m. 9.50 Price/bd.ft.
P/cu.m
570.00
Nails and Hardware
2.50 Kg./cu.m. 36.00 Price/kg
P/cu.m
90.00
P/cu.m
132.38
Incedental Wastage
5% of the above
TOTAL D TOTAL C + D E. MARK-UP
20%
2,779.98 3,487.40 697.48
TOTAL COST
4,184.88
UNIT COST DEVELOPMENT FOR
Location: Date:
Manufacture of RCP (0.61 m diameter)
A. EQUIPMENT: Minor Tools and Forms(15% of Labor)
P/m
141.75 141.75
P/m
375.00
P/m
570.00 945.00
TOTAL A + B
1,086.75
TOTAL A B. LABOR: Skilled Laborers Unskilled Laborers
150.00 P/hr 2.50 hr/m 150.00 P/hr 3.8 hr/m
per day TOTAL B
C. MATERIALS: Cement
1.29 bags/m 165.00 Price/bag
P/m
212.85
Sand
0.08 cu.m/cu.m. 280.00 Price/cu.m.
P/m
23.52
Gravel
0.13 cu.m./cu.m. 560.00 Price/cu.m
P/m
70.56
Rebars
11.30 Kg./m. 36.00 Price/kg
P/cu.m
TOTAL C TOTAL A + B + C E. MARK-UP
20%
406.80
713.73 1,800.48 360.10
TOTAL COST
2,160.58
UNIT COST DEVELOPMENT FOR
Location: Date: WOODEN CONTROL GATE ( Yakal Board )
A. LABOR: (Fixing and iIstallation) 15 % of Material Cost
77.40
B. MATERIALS: Yakal Board 2"X6"X12'
12 bd.ft. 36.00 Price/bd.ft.
16 mm diameter RSB
5.60 kg. 15.00 P/kg
P
84.00 TOTAL A TOTAL A + B
C. UNIT COST: E. MARK-UP
12 bd.ft.
432.00
P/bd.ft.
30% TOTAL COST
516.00 593.40 49.45 14.84 64.29
UNIT COST DEVELOPMENT FOR
Location: Brgy. Bunga, Abuyog, Leyte Date: Jan. 31, 2005
REINFORCING STEEL BARS (10 mm Diameter) A. LABOR: (Cutting, Bonding and Fixing) 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
P/kg
2.40
P/kg. P/kg.
31.66 1.08
60.00 kg/hr
B. UNIT COST: C. MATERIALS: Reinforcing Steel Delivered on Site Tie Wire 0.03 kg/kg 36.00 Price/kg
117 PhP/pc
TOTAL C TOTAL B + C D. MARK-UP (30%)
P/kg
UNIT COST
32.74 35.13 10.54
45.67
UNIT COST DEVELOPMENT FOR
Location: Date:
FINE SAND TRANSITION FILTER
A. LABOR: 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
2.00 cu.m./hr.
B. UNIT COST:
P/cu.m.
71.88
P/cu.m
560.00
C. MATERIALS: Sand
E. MARK-UP
560.00 Price/cu.m
TOTAL C TOTAL B + C
560.00 631.88 189.56
TOTAL COST
821.44
30%
UNIT COST DEVELOPMENT FOR
Location: Date: PVC PIPE
A. LABOR: 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
7.32 m/hr.
B. UNIT COST:
P/m
19.64
C. MATERIALS: 50 mm dia. PVC Pipe
E. MARK-UP
P/m TOTAL B + C
19.64 5.89
TOTAL COST
25.53
30%
UNIT COST DEVELOPMENT FOR
Location: Date: SUB-BASE COURSE
A. LABOR: 8
OUTPUT:
Unskilled Laborers
150.00 per day
P/hr. TOTAL A P/hr.
150.00 150.00
2.00 cu.m./hr.
B. UNIT COST:
P/cu.m.
75.00
P/cu.m
550.00
C. MATERIALS:
Granular Materials Delivered on site
E. MARK-UP
TOTAL B + C
625.00 187.50
TOTAL COST
812.50
30%
UNIT COST DEVELOPMENT FOR
Location: Tagbawto, Hilongos, Leyte Date: Jan. 18, 2005 HANDLAID RIPRAP
A. LABOR: 1 8
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 150.00 181.25
0.50 cu.m./hr.
B. UNIT COST:
P/cu.m.
362.50
P/cu.m
550.00
C. MATERIALS:
Boulders
550.00 P./cu.m.
TOTAL B + C
912.50
UNIT COST
912.50
UNIT COST DEVELOPMENT FOR
Location: Date:
EXCAVATION A. LABOR 1 skilled labor 6 unskilled labor
250.00 PhP/day 150.00 PhP/day
PhP/hr PhP/hr TOTAL A
OUTPUT=
31.25 112.50 143.75
1.80 cu.m./hr
B.UNIT COST
PhP/cu.m.
79.86
C. MARK-UP (30%)
PhP/cu.m.
23.96
TOTAL COST PhP/cu.m.
103.82
UNIT COST DEVELOPMENT FOR
Location: Date:
REINFORCING STELL BARS (16 mm Diameter) A. LABOR: (Cutting, Bonding and Fixing) 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
60.00 cu.m./hr.
B. UNIT COST:
P/cu.m.
2.40
P/kg. P/cu.m
145.00 1.08
C. MATERIALS: Reinforcing Steel Delivered on Site Tie Wire 0.03 cu.m./cu.m. 36.00 Price/cu.m
D. MARK-UP
TOTAL C TOTAL B + C
146.08 148.48 44.54
TOTAL COST
193.02
30%
UNIT COST DEVELOPMENT FOR
Location: Date:
REINFORCING STELL BARS (12 mm Diameter) A. LABOR: (Cutting, Bonding and Fixing) 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
250.00 per day 150.00 per day
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
60.00 cu.m./hr.
B. UNIT COST:
P/cu.m.
2.40
P/kg. P/cu.m
27.21 1.08
C. MATERIALS: Reinforcing Steel Delivered on Site Tie Wire 0.03 cu.m./cu.m. 36.00 Price/cu.m
145 Price/pc
TOTAL C TOTAL B + C
28.29 30.69
UNIT COST
30.69
UNIT COST DEVELOPMENT FOR
Location: Brgy. Bunga, Abuyog, Leyte Date: Jan. 31, 2005 STRUCTURAL BACKFILL
A. LABOR: 1 6
OUTPUT:
Skilled Laborers Unskilled Laborers
P/hr. P/hr. TOTAL A P/hr.
31.25 112.50 143.75
1.50 cu.m./hr.
B. UNIT COST: E. MARK-UP
250.00 per day 150.00 per day
P/cu.m. 30%
95.83 28.75
TOTAL COST P/cu.m.
28.75
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