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Location: Brgy. Bunga, Abuyog, LeyteDate: Jan. 31, 2005
WATER PUMPING
A. EQUIPMENT2 Water pump accessories PhP/hr 172.40Minor tools (15% of labor) PhP/hr 11.25
TOTAL A PhP/hr 183.65
B. LABOR2 light equipment operator 300 PhP/day PhP/hr 75.00
TOTAL B PhP/hr 75.00TOTAL A+B PhP/hr 258.65
C. MARK-UP (30%) PhP/hr 77.60
PhP/hr 336.25
UNIT COST DEVELOPMENT For
UNIT COST TOTAL A+B
Date:
RCP (0.61 m dia.)
A. LaborExcavation (unskilled labor) 6.7 hr/m x PhP/hr PhP/mLaying (unskilled labor) 4 hr/m x PhP/hr PhP/mBackfilling(unskilled labor) 2.5 hr/m x PhP/hr PhP/m
TOTAL A
RCP (cost on site) PhP/mScraps: 10% of cost of RCP PhP/mSealing joints: 30% of scrap PhP/m
TOTAL B
TOTAL A + B
C. Mark-up (30%) PhP/m
TOTAL COST PhP/m
UNIT COST DEVELOPMENT For Location
B. Materials
Location: Tagbawto, Hilongos, LeyteDate: Jan. 18, 2005
SANDBAGS & PILING
A. MATERIALS
A.1 Sand 0.05 cu.m./bag X PhP/bag 14
280 PhP/cu.m.
A.2 Empty bags PhP/bag 5
TOTAL A 19
B. LABOR2 Unskilled labor 150 PhP/day PhP/hr 37.5
OUTPUT= 6 Bags/hr
C. UNIT COSTB/OUTPUT PhP/bag 6.25
TOTAL COST PhP/bag 25.25
UNIT COST DEVELOPMENT For
Location: Tagbawto, Hilongos, Leyte Date: Jan. 18, 2005
ROCK EXCAVATION
A. LABOR1 skilled labor 250 PhP/day PhP/hr 31.258 unskilled labor 150 PhP/day PhP/hr 150
TOTAL A PhP/hr 181.25
B. EQUIPMENTMinor tools (25% of labor) PhP/hr 45.31
TOTAL A + B PhP/hr 226.56
OUTPUT= 1 cu.m./hr
PhP/cu.m. 226.56
UNIT COST PhP/cu.m 226.56
UNIT COST DEVELOPMENT For
C. UNIT COST (TOTAL A+B/OUTPUT)
Location: Tagbawto, Hilongos, LeyteDate: Jan. 18, 2005
LAMINATED SACK
A. LABOR1 Skilled labor 250.00 PhP/day PhP/hr 31.25 8 Unskilled labor 150.00 PhP/day PhP/hr 150.00
TOTAL A PhP/hr 181.25
OUTPUT= 6 m/hr
B. UNIT COST TOTAL A/OUTPUT PhP/m 30.21
C. MATERIALLaminated sack 6ftx100m PhP/m 40.00
@ 4,000.00 PhP/mTOTAL COST 70.21
UNIT COST DEVELOPMENT For
UNIT COST DEVELOPMENT For Location:Date:
CLEARING AND REMOVAL OF ROCKS
A. LABOR1 Skilled labor 250.00 PhP/day PhP/hr 31.25 8 Unskilled labor 150.00 PhP/day PhP/hr 150.00
TOTAL A PhP/hr 181.25
B. EQUIPMENTMinor tools (25% of labor) PhP/hr 45.31
TOTAL A + B 226.56
OUTPUT= 30.00 sq.m./hr
C. UNIT COST TOTAL A+B/OUTPUT PhP/sq.m. 7.55
UNIT COST PhP/sq.m. 7.55
Location: Tagbawto,Hilongos, LeyteDate: Jan. 18, 2005
G.I. Pipe (3/4" dia.)
A. LABOR1 Skilled labor 250.00 PhP/day PhP/day 31.25 6 Unskilled labor 150.00 PhP/day PhP/day 112.50
TOTAL A 400.00
OUTPUT= 4 m/hr
B. UNIT COST TOTAL A/OUTPUT PhP/m 100.00
C. MATERIALS50 mm dia G.I. pipe 3,600.00 PhP/pc PhP/m 600.00
TOTAL COST PhP/m 700.00
UNIT COST DEVELOPMENT For
Location:Date:
DIVERSION OF WATER AND CARE OF CREEK
A. EQUIPMENT2 Water pump accessories PhP/hr 250.00 Minor tools (15% of labor) PhP/hr 24.38
TOTAL A PhP/hr 274.38
B. LABOR 1.00 Skilled labor 250.00 PhP/day PhP/hr 31.25 1.00 Unskilled labor 150.00 PhP/day PhP/hr 18.75 3.00 Llight equipment operator 300.00 PhP/day PhP/hr 112.50
TOTAL B PhP/hr 162.50
PhP/hr 436.88
UNIT COST DEVELOPMENT For
UNIT COST TOTAL A+B
UNIT COST DEVELOPMENT For Location: Brgy. Bunga, Abuyog, LeyteDate: 27-Jan-05
COFFER DAM
A. LABOR1 Skilled labor 250.00 PhP/day PhP/hr 31.25 2 Unskilled labor 150.00 PhP/day PhP/hr 62.50
TOTAL A PhP/hr 93.75
OUTPUT= 0.06 hr/bd.ft. 60.00 bd.ft./m (TOTAL A)= PhP/m 360.00
B. MATERIALS 2.50 pcs Marine plywood (1/2" thk.) PhP/m 625.00
@ 250.00 PhP/pc 60.00 bd.ft. falsework @ P 8.50 PhP/m 510.00
2.00 kg CWN @ 35.00 PhP/m 70.00 TOTAL B PhP/m 1,205.00
UNIT COST PhP/m 1,565.00
UNIT COST DEVELOPMENT FOR Location: Brgy. Bunga, Abuyog, LeyteDate: Jan. 31, 2005
CONCRETE CLASS "A"
A. EQUIPMENT:
2 - Bagger Concrete mixer P/hr. 150.00 Minor Tools (10% of Labor) P/hr. 45.31
TOTAL A 195.31
B. LABOR:
1 Foreman 325.00 per day P/hr. 40.63 6 Skilled Laborers 250.00 per day P/hr. 187.50
12 Unskilled Laborers 150.00 per day P/hr. 225.00 TOTAL B 453.13
TOTAL A + B 648.44
OUTPUT: 0.80 cu.m./hr.
C. UNIT COST: TOTAL C P/cu.m. 810.55
D. MATERIALS:
Cement 9.08 bags/cu.m P/cu.m. 1,498.20 165.00 Price/bag
Sand 0.40 cu.m/cu.m. P/cu.m 112.00 280.00 Price/cu.m.
Gravel 0.80 cu.m./cu.m. P/cu.m 448.00 560.00 Price/cu.m
Plywood 0.68 pc./cu.m. P/cu.m 132.60 1/2"X4'X8' 195.00 Price/pc
False Work 60.00 bd.ft./cu.m. P/cu.m 570.00 9.50 Price/bd.ft.
Nails and Hardware 2.50 Kg./cu.m. P/cu.m 90.00 36.00 Price/kg
Incidental wastage 5% of the above P/cu.m 142.54
TOTAL D 2,993.34 TOTAL C + D 3,803.89
E. MARK-UP (30%) P/cu.m. 1,141.17
UNIT COST 4,945.05
UNIT COST DEVELOPMENT FOR Location:Date:
SAND AND GRAVEL TRANSITION
A. LABOR:
1 Skilled Laborers 250.00 per day P/hr. 31.25 6 Unskilled Laborers 150.00 per day P/hr. 112.50
TOTAL A P/hr. 143.75
OUTPUT: 2.00 cu.m./hr.
B. UNIT COST: P/cu.m. 71.88
C. MATERIALS:
Sand and Gravel 560.00 Price/cu.m P/cu.m 560.00
TOTAL C 560.00 TOTAL B + C 631.88
E. MARK-UP 30% 189.56
TOTAL COST 821.44
UNIT COST DEVELOPMENT FOR Location:Date:
GRAVEL FILTER
A. LABOR:
1 Skilled Laborers 250.00 per day P/hr. 31.25 6 Unskilled Laborers 150.00 per day P/hr. 112.50
TOTAL A P/hr. 143.75
OUTPUT: 1.50 cu.m./hr.
B. UNIT COST: P/cu.m. 95.83
C. MATERIALS:
Boulders 560.00 Price/cu.m P/cu.m 560.00
TOTAL C 560.00 TOTAL B + C 655.83
E. MARK-UP 30% 196.75
TOTAL COST 852.58
UNIT COST DEVELOPMENT FOR Location:Date:
RUBBLE MASONRY
A. EQUIPMENT:
Minor Tools (10% of Labor) P/hr 18.13
B. LABOR:
1 Foreman 300.00 per day P/hr. 37.50 1 Skilled Laborers 250.00 per day P/hr. 31.25 6 Unskilled Laborers 150.00 per day P/hr. 112.50
TOTAL A P/hr. 181.25
OUTPUT: 0.40 cu.m./hr.
B. UNIT COST: P/cu.m. 453.13
C. MATERIALS:
Cement 4.50 bags/cu.m P/cu.m. 742.50 165.00 Price/bag
Sand 0.50 cu.m/cu.m. P/cu.m 140.00 280.00 Price/cu.m.
Boulders 1.25 cu.m./cu.m. P/cu.m 700.00 560.00 Price/cu.m
TOTAL C 1,582.50 TOTAL B + C 2,035.63
E. MARK-UP 30% 610.69
TOTAL COST 2,646.31
UNIT COST DEVELOPMENT FOR Location:Date:
GROUTED RIPRAP
A. LABOR:
1 Skilled Laborers 250.00 per day P/hr. 31.25 6 Unskilled Laborers 150.00 per day P/hr. 112.50
TOTAL A P/hr. 143.75
OUTPUT: 0.40 cu.m./hr.
B. UNIT COST: P/cu.m. 359.38
C. MATERIALS:
Cement 4.20 bags/cu.m P/cu.m. 693.00 165.00 Price/bag
Sand 0.30 cu.m/cu.m. P/cu.m 84.00 280.00 Price/cu.m.
Boulders 0.80 cu.m./cu.m. P/cu.m 448.00 560.00 Price/cu.m
TOTAL C 1,225.00 TOTAL B + C 1,584.38
UNIT COST 1,584.38
Location: Brgy. Bunga, Abuyog, LeyteDate: Jan. 31, 2005
REINFORCING STEEL BARS(20 mm dia.)
A. LABOR ( cutting, bonding and fixing)1 skilled labor 250.00 PhP/day PhP/hr 31.25 6 unskilled labor 150.00 PhP/day PhP/hr 112.50
TOTAL A PhP/hr 143.75
OUTPUT= 60 kg/hrB. UNIT COST TOTAL A/OUTPUT PhP/hr 2.40
C. MATERIALSReinforcing steel bars delivered on site@ 437.50 PhP/6m PhP/kg 29.57 Tie wire= 0.03 kg/kg @ 40.00 PhP/kg PhP/kg 1.20
TOTAL B PhP/kg 30.77
TOTAL B + C PhP/kg 33.16
D. MARK-UP ( 30%) PhP/kg 9.95
UNIT COST PhP/kg 43.11
UNIT COST DEVELOPMENT For
UNIT COST DEVELOPMENT FOR Location:Date:
CLEARING AND GRUBBING
A. LABOR1 skilled labor 250.00 PhP/day PhP/hr 31.258 unskilled labor 150.00 PhP/day PhP/hr 150.00
TOTAL A 181.25
B. EQUIPMENTMinor Tools (10% of labor) PhP/hr 18.13
TOTAL A+B 199.38
Output= 50.00 sq. m./hr
C. UNIT COSTTotal A+B/output PhP/sq.m. 3.99
UNIT COST PhP/sq.m. 3.99
UNIT COST DEVELOPMENT FOR Location:Date:
CONCRETE CLASS "B"
A. EQUIPMENT:
2 - Bagger Concrete mixer P/hr. 150.00 Minor Tools (10% of Labor) P/hr. 37.81
TOTAL A 187.81
B. LABOR:
1 Foreman 325.00 per day P/hr. 40.63 6 Skilled Laborers 150.00 per day P/hr. 112.50
12 Unskilled Laborers 150.00 per day P/hr. 225.00 TOTAL B 378.13
TOTAL A + B 565.94
OUTPUT: 0.80 cu.m./hr.
C. UNIT COST: P/cu.m. 707.42
D. MATERIALS:
Cement 7.00 bags/cu.m P/cu.m. 1,155.00 165.00 Price/bag
Sand 0.50 cu.m/cu.m. P/cu.m 140.00 280.00 Price/cu.m.
Gravel 1.00 cu.m./cu.m. P/cu.m 560.00 560.00 Price/cu.m
Plywood 0.68 pc./cu.m. P/cu.m 132.60 1/2"X4'X8' 195.00 Price/pc
False Work 60.00 bd.ft./cu.m. P/cu.m 570.00 9.50 Price/bd.ft.
Nails and Hardware 2.50 Kg./cu.m. P/cu.m 90.00 36.00 Price/kg
Incedental Wastage 5% of the above P/cu.m 132.38
TOTAL D 2,779.98 TOTAL C + D 3,487.40
E. MARK-UP 20% 697.48
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 TOTAL A 141.75
B. LABOR:
Skilled Laborers 150.00 P/hr P/m 375.00 2.50 hr/m
Unskilled Laborers 150.00 P/hr per day P/m 570.00 3.8 hr/m TOTAL B 945.00
TOTAL A + B 1,086.75
C. MATERIALS:
Cement 1.29 bags/m P/m 212.85 165.00 Price/bag
Sand 0.08 cu.m/cu.m. P/m 23.52 280.00 Price/cu.m.
Gravel 0.13 cu.m./cu.m. P/m 70.56 560.00 Price/cu.m
Rebars 11.30 Kg./m. P/cu.m 406.80 36.00 Price/kg
TOTAL C 713.73
TOTAL A + B + C 1,800.48
E. MARK-UP 20% 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 12 bd.ft. P 432.00 2"X6"X12' 36.00 Price/bd.ft.
16 mm diameter RSB 5.60 kg. 84.00
15.00 P/kgTOTAL A 516.00 TOTAL A + B 593.40
C. UNIT COST: 12 bd.ft. P/bd.ft. 49.45 E. MARK-UP 30% 14.84
TOTAL COST 64.29
UNIT COST DEVELOPMENT FOR Location: Brgy. Bunga, Abuyog, LeyteDate: Jan. 31, 2005
REINFORCING STEEL BARS(10 mm Diameter)
A. LABOR: (Cutting, Bonding and Fixing)
1 Skilled Laborers 250.00 per day P/hr. 31.25 6 Unskilled Laborers 150.00 per day P/hr. 112.50
TOTAL A P/hr. 143.75
OUTPUT: 60.00 kg/hr
B. UNIT COST: P/kg 2.40
C. MATERIALS:
Reinforcing Steel Delivered on Site 117 PhP/pc P/kg. 31.66 Tie Wire 0.03 kg/kg P/kg. 1.08
36.00 Price/kg
TOTAL C 32.74 TOTAL B + C 35.13
D. MARK-UP (30%) P/kg 10.54
UNIT COST 45.67
UNIT COST DEVELOPMENT FOR Location:Date:
FINE SAND TRANSITION FILTER
A. LABOR:
1 Skilled Laborers 250.00 per day P/hr. 31.25 6 Unskilled Laborers 150.00 per day P/hr. 112.50
TOTAL A P/hr. 143.75
OUTPUT: 2.00 cu.m./hr.
B. UNIT COST: P/cu.m. 71.88
C. MATERIALS:
Sand 560.00 Price/cu.m P/cu.m 560.00
TOTAL C 560.00 TOTAL B + C 631.88
E. MARK-UP 30% 189.56
TOTAL COST 821.44
UNIT COST DEVELOPMENT FOR Location:Date:
PVC PIPE
A. LABOR:
1 Skilled Laborers 250.00 per day P/hr. 31.25 6 Unskilled Laborers 150.00 per day P/hr. 112.50
TOTAL A P/hr. 143.75
OUTPUT: 7.32 m/hr.
B. UNIT COST: P/m 19.64
C. MATERIALS:
50 mm dia. PVC Pipe P/m
TOTAL B + C 19.64 E. MARK-UP 30% 5.89
TOTAL COST 25.53
UNIT COST DEVELOPMENT FOR Location:Date:
SUB-BASE COURSE
A. LABOR:
8 Unskilled Laborers 150.00 per day P/hr. 150.00 TOTAL A P/hr. 150.00
OUTPUT: 2.00 cu.m./hr.
B. UNIT COST: P/cu.m. 75.00
C. MATERIALS:
Granular Materials Delivered on site P/cu.m 550.00
TOTAL B + C 625.00 E. MARK-UP 30% 187.50
TOTAL COST 812.50
UNIT COST DEVELOPMENT FOR Location: Tagbawto, Hilongos, LeyteDate: Jan. 18, 2005
HANDLAID RIPRAP
A. LABOR:
1 Skilled Laborers 250.00 per day P/hr. 31.25 8 Unskilled Laborers 150.00 per day P/hr. 150.00
TOTAL A P/hr. 181.25
OUTPUT: 0.50 cu.m./hr.
B. UNIT COST: P/cu.m. 362.50
C. MATERIALS:
Boulders 550.00 P./cu.m. P/cu.m 550.00
TOTAL B + C 912.50
UNIT COST 912.50
UNIT COST DEVELOPMENT FOR Location:Date:
EXCAVATION
A. LABOR1 skilled labor 250.00 PhP/day PhP/hr 31.25 6 unskilled labor 150.00 PhP/day PhP/hr 112.50
TOTAL A 143.75 OUTPUT= 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 Skilled Laborers 250.00 per day P/hr. 31.25 6 Unskilled Laborers 150.00 per day P/hr. 112.50
TOTAL A P/hr. 143.75
OUTPUT: 60.00 cu.m./hr.
B. UNIT COST: P/cu.m. 2.40
C. MATERIALS:
Reinforcing Steel Delivered on Site P/kg. 145.00 Tie Wire 0.03 cu.m./cu.m. P/cu.m 1.08
36.00 Price/cu.m
TOTAL C 146.08 TOTAL B + C 148.48
D. MARK-UP 30% 44.54
TOTAL COST 193.02
UNIT COST DEVELOPMENT FOR Location:Date:
REINFORCING STELL BARS (12 mm Diameter)
A. LABOR: (Cutting, Bonding and Fixing)
1 Skilled Laborers 250.00 per day P/hr. 31.25 6 Unskilled Laborers 150.00 per day P/hr. 112.50
TOTAL A P/hr. 143.75
OUTPUT: 60.00 cu.m./hr.
B. UNIT COST: P/cu.m. 2.40
C. MATERIALS:
Reinforcing Steel Delivered on Site 145 Price/pc P/kg. 27.21 Tie Wire 0.03 cu.m./cu.m. P/cu.m 1.08
36.00 Price/cu.m
TOTAL C 28.29 TOTAL B + C 30.69
UNIT COST 30.69
UNIT COST DEVELOPMENT FOR Location: Brgy. Bunga, Abuyog, LeyteDate: Jan. 31, 2005
STRUCTURAL BACKFILL
A. LABOR:
1 Skilled Laborers 250.00 per day P/hr. 31.25 6 Unskilled Laborers 150.00 per day P/hr. 112.50
TOTAL A P/hr. 143.75
OUTPUT: 1.50 cu.m./hr.
B. UNIT COST: P/cu.m. 95.83
E. MARK-UP 30% 28.75
TOTAL COST P/cu.m. 28.75