23262630 unit-derivation-cost-agri-infra

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

0

0

0

0

0

0

0

0

0

0

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


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


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


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


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 Location:Date:

CLEARING AND REMOVAL OF ROCKS



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


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


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 TOTAL A+B

UNIT COST DEVELOPMENT For Location: Brgy. Bunga, Abuyog, LeyteDate: 27-Jan-05

COFFER DAM



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


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


GRAVEL FILTER

A. LABOR:





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


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




C. MATERIALS:

Cement 4.50 bags/cu.m P/cu.m. 742.50 165.00 Price/bag


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


GROUTED RIPRAP

A. LABOR:





C. MATERIALS:

Cement 4.20 bags/cu.m P/cu.m. 693.00 165.00 Price/bag


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


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



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


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


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


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

TOTAL COST 4,184.88


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


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


REINFORCING STEEL BARS(10 mm Diameter)

A. LABOR: (Cutting, Bonding and Fixing)



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


FINE SAND TRANSITION FILTER

A. LABOR:





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


PVC PIPE

A. LABOR:



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


SUB-BASE COURSE

A. LABOR:

8 Unskilled Laborers 150.00 per day P/hr. 150.00 TOTAL A P/hr. 150.00



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:





C. MATERIALS:

Boulders 550.00 P./cu.m. P/cu.m 550.00

TOTAL B + C 912.50

UNIT COST 912.50


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


REINFORCING STELL BARS (16 mm Diameter)






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


REINFORCING STELL BARS (12 mm Diameter)






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


STRUCTURAL BACKFILL

A. LABOR:





E. MARK-UP 30% 28.75

TOTAL COST P/cu.m. 28.75

23262630 unit-derivation-cost-agri-infra

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