mvuc revised final 02

7/29/2019 Mvuc Revised Final 02

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Name of Project: REHABILITATION/ IMPROVEMENT ALONG LUBUAGAN-BATONG BUHAY- ABRA ROAD

K0458+376 to K0476+238, Intermittent SectionsLUBUAGAN & PASIL KALINGA

ITEM 505 - GROUTED RIPRAPcu.m. Quantity = 2,208.48 cu.m.

1 cu.m./man-day Duration = 2,208.48 cu.m. =

1.25 cu.m./hr.

No. ofPerson

1

2

8

No. ofUnits

0.1

0.05

1

1.00 3.00 /hr

/cu.m.

ln.m

sq.m

cu.m

cu.m.

cu.m

bags

17%

12%

Item Cost

Name of Project: REHABILITATION/ IMPROVEMENT ALONG LUBUAGAN-BATONG BUHAY- ABRA ROAD

K0458+376 to K0476+238, Intermittent SectionsLUBUAGAN & PASIL KALINGA

SPL- MOBILIZATION & DEMOBILIZATIONlot Quantity = 1.00 lot

cu.m./man-day Duration = 4.00 hrs.

No. ofPerson

1

1

2

No. ofUnits

2

1

7

2

0.00 3.00 /hr

33.00 275.00

Gravel Fill 33.13

8,404,162.55PhPTotal Unit Cost 3,805.41Php

Sub - Total for 3

9,075.00Php

OCM/CP 1,090,283.60PhP

VAT 900,445.99PhP

Cement 6,625.00 295.90 1,960,337.50Php

4,777,284.61PhP

Direct Cost 6,413,432.96PhP

Boulders 2,318.90 914.05 2,119,589.40Php

Name and Specification Unit Quantity Unit Cost Amount

3. Materials :

Weep Holes (4" diam.) 663.00 153.33

1,030.65 34,142.62Php

Sand 552.12 1,000.65 552,480.09Php

101,660.00Php

Filter Cloth

Sub - Total for 2 757,472.26PhpTotal (1+2) 1,636,148.35PhP

Output per hour =

Unit Cost = 740.85PhP

1-Bagger Mixer 1,767 172.00PhP 303,924.00Php

Minor tools (10% of Labor Cost) 87,867.61Php

Name and Capacity No. of Hours Hourly Rate Amount

Backhoe 1,767 1,537.00PhP 271,587.90Php

Water Truck 1,767 1,065.00PhP 94,092.75Php

2. Equipment :

Sub - Total for 1 878,676.09PhP

1. Labor :Construction Foreman 1,767 71.95PhP 127,135.65PhP

Skilled 1,767 52.06PhP 183,980.04PhP

Laborers 1,767 40.15PhP 567,560.40PhP

Unit of Measurement =

Output/hour =1767 hrs

1.25cu.m./hr

Designation No. of Hours Hourly Rate Amount

Laborers 4 40.15PhP 321.20PhP

1. Labor :

Construction Foreman 4 71.95PhP 287.80PhP

Skilled 4 52.06PhP 208.24PhP

Unit of Measurement =

Output/hour =

Designation No. of Hours Hourly Rate Amount

1,733.00PhP 6,932.00Php

Dumptrucks 4 1,352.00PhP 37,856.00Php

Sub - Total for 1 817.24PhP

Name and Capacity No. of Hours Hourly Rate Amount

2. Equipment :

Backhoe 4 1,537.00PhP 12,296.00Php

1-Bagger Conc. Mixer 4 172.00PhP 81.72Php

Sub - Total for 2 57,165.72Php

Total (1+2) 57,982.96PhP

Output per hour =

Pay Loader 4


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Source = From Pinagan Gravel Pit

Hauling Distance = km. (mountainous)

Volume = cu.m.

1 Labor Cost

Breaking,Picking and Stockpiling

Labor Capacity = 1 cu.m./man-day due to multiple handling

No. of Laborers = 50

Total Output/day = 50 cu.m.

No. of days = 2,434.84 cu.m./ 50 = 49.00 days

2 Equipment Cost:

Loading Time = 6 min.

Unloading Time = 2 min.

Slack Time = 6 min.

0.5 km (Gravel Pit to Highway)

0.5 kms x 60 min/hr

15 kms/hr

0.5 kms x 60 min/hr

25 kms/hr (Pinagan Highway-Dangoy, Lubuagan)

PAVED(Mountainous) 12 km (Tomiangan to Dangoy)

12.00 kms x 60 min/hr

20 kms/hr


35 kms/hr

(Dangoy Lubuagan to Project Site)

UNPAVED( Mountainous) 13.6 km (Dangoy to Project Site)


15 kms/hr


25 kms/hr

Total Cycle Time = 160.81 min.

8 hrs x 60 min/hr =

mins

Utilizing 2 Dumptrucks

cu.m.

2.98 trips/day x 20 cu.m.

Dumptrucks = 2.00 DTx P10,816 /day x 39.50 days =

Loader = 1 Loader x P13,864 /day x 39.50 days =

Aggregate Tax = 15.00 /cu.m.

Total Unit Cost of Boulders @ Project Site = 914.05 /cu.m.

P854,464.00

P547,628.00

P1,402,092.00

Total Cost = P2,189,056.50

Unit Cost =P2,189,056.50

= P899.05 /cu.m.2,434.84

No. of Trips/day = 2.98 trips160.8114286

No. of days Required =2,434.84

= 40.85 say 39.5 days

Loaded Trip = = 54.40 mins

Unloaded Trip = = 32.64 min.



UNPAVED ROAD (mountainous)



Labor = 50 Lab. X 49.00 days x 321.21 /day = P786,964.50

UNIT COST DERIVATION OF BOULDERS (Class "A")

0.5

2,318.90


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Region : CAR Roadbed Width : 4-8 m.District : Pavement Width :

Name of Project : Rehabilitation/ Improvement along Lubuagan- Net Length : 651.50 m.: Batong Buhay-Abra Boundary Road Thickness :

Road Section I.D. : S00562LZ Type of Structure :Section : Dangoy-Balatoc Section Type of Substructure :Location : Lubuagan & Pasil ,Kalinga No. of Spans :Appropriation : No. of Piers :

Source of Fund : MVUC Fund Dimensions :Classification : No.of Days to Complete : 155.00 CD

Limits : K0458+376 to K0476+238 (I.S)Starting Date :

AVAILABLEWork Category 27: Rehabilitation plus Improvement

Facilities for the Engineers 0.40% 2

Provision for Safety and Health 0.35% Pay Loader 1

Roadway Excavation (Common Earth) 0.97% Dumptrucks 7

Structure Excavation 2.07% 1-Bagger Conc. Mixer 2

Embankment (Selected Fill) 2.09% Bar Cutter 1

Reinforcing Steel Bars (Grade 40) 2.96%

Structural Concrete (Class "A") 3.65%Reinforced Concrete Pipe Culvert (910mm) 1.96%

Grouted Riprap 84.89%

Mobilization & Demobilization 0.66%

100%

UNIT COST

Work Category 27: Rehabilitation plus ImprovementFacilities for the Engineers mos. 39,916.80

Provision for Safety and Health lot 34,624.08

Roadway Excavation (Common Earth) cu.m. 95,962.69

Structure Excavation cu.m. 205,382.83

Embankment (Selected Fill) cu.m. 206,628.39

Reinforcing Steel Bars (Grade 40) kgs. 292,776.49

Structural Concrete (Class "A") cu.m. 361,094.32Reinforced Concrete Pipe Culvert (910mm) ln.m. 194,528.80

Grouted Riprap cu.m. 8,404,162.55

Mobilization & Demobilization cu.m. 64,940.92

Total: 9,900,017.87

DIRECT COST1. Labor P 975,253.24

2. Equipment P 1,073,514.79

3. Material P 5,519,355.87

4. Project Supervision

Total Direct Cost P 7,568,123.91INDIRECT COST1. Mark-up (OCM, Profit) P 1,271,177.76

2. VAT P 1,060,716.20

3. Quality Control P

4. Eng'g & Administrative Overhead P 100,000.00

5. Construction Contingency P

6. Central Office Retention P

7. Road Right-of-Way P

8. Soil Exploration P

P

Total Indirect Cost P 2,431,893.96

TOTAL ESTIMATED PROJECT COST P 10,000,017.87

SAY P 10,000,000.00

Prepared by: Checked & Reviewed: Submitted by:

1.00 34,624.08

599.00 160.20

%

B.1

B.1

103

T O T A L

500a505

704.15 291.67

378.00 546.64

68.39

7,737.18

8,105.37

3,805.41

64,940.92

4,280.84

46.67

24.00

A.1 7,257.60

102a

PROGRAM OF WORK

Kalinga

By Contract

Upon Approval

ITEM NO. ITEMS OF WORK TO BE DONE %E Q U I P M E N T

DESCRIPTION NEEDED

10,000,000.00PhP

Backhoe

Spl

104a404a405

5.50

Republic of the Philippines

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYSCordillera Administrative Region

Office of the District Engineer

Bulanao, Tabuk City, Kalinga

ESTIMATED COST OF PROPOSED WORKSQUANTITY UNIT COST

A.1

ITEM DESCRIPTION

2,208.48

1.00

102a103

104a404a405

500a505Spl

24.32%

100%

9. Survey Plan and Preparation

9.75%

1.00%

12.71%

10.61%

10.74%

55.19%

75.68%


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ADJUSTED

COST


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Calendar Days = (given reference amount x reference duration per km. of road)

estimated amount per km.of road

+ (duration of mob./demob. On the given reference amount)

NOTE: For Drainage & Slope Protection (Grouted Riprap)

Given Reference Amount = 10,000,000.00

Reference Duration/km. of Road = 16.00

Estimated amount per km. of road = 546,068.04

Mobilization/Demobilization = 15 days

(Up to P5 Million)

Calendar Days = 10,000,000.00 x 16.00 + 15.00 days

= 308.00 c.d.

say 309 days(for 20M/2) = 154.50

= 155.00 days

Prepared by: Checked/Reviewed by:

SAMUEL A. PAO-ITON RAFAEL L. FERNANDO

Engineer II Chief, Planning & Design Section

(Per D.O. No. 44, Series 2012)

546,068.04

COMPUTATION OF PROJECT DURATION


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Stations: K0499+900 to K0508+100

Length : 8,200.00 m.

12% 10%

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)(5)X(8) 2%((5)+(9)

Act 309 : Other Traffic Devices

Spl Mobilizati 1.00 lot 6,022.90 - - - - 722.75

602a Reflectorized Thermoplastic Pavement

Markings ( 1,933.50 sq.m. ##### ##### ##### 22% ##### #####

602b Reflectorized Thermoplastic Pavement

Markings ( 150.00 sq.m. ##### ##### ##### 22% ##### #####

TOTAL = THREE MILLION, ONE HUNDRED SEVENTY THOUSAND, FOUR HUNDRED THIRTY ONE PESOS.

PREPARED BY: Recommending Approval:

SAMUEL EUGENE MICHAEL J. ESPITA JOEL G. BUCAO DOMIN

OIC-Asst.

ChairmanMem Member

Engin Engineer II Engineer II

Painting of Centerline and Edgelines along Kalinga-CaProject Name and Location

ITEM NO.DESCRIPTI

ONQty. UNIT

ESTIMATE

D DIRECT

COST

MARK-UPS IN

PERCENTTOTAL MARK-UP

VAT

OCM PROFIT % VALUE

APPROVED BUDGET FOR THE CONTRA

Republic of the Philippines

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

CORDILLERA ADMINISTRATIVE REGION

OFFICE OF THE District Engineer

Bulanao, Tabuk City


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Contract Duration:10.00 C.D.

(11) (12) (13) (14) (15)(9)+(10) (5)+(11) (12)/(3) (3)x(14)

722.75 6,745.65 6,745.65 6,745.00 6,745.00

###### ###### 1,516.48 1,516.00 ######

62,353.15 ###### 1,550.21 1,550.00 ######

P #######

APPROVED:

O A. ENCISO

District Engineer District Engineer

TOTAL

INDIRECT

COST

TOTAL

COST

UNIT

COST

ALEXANDER C. CASTA

ayan Road

ADJUSTE

D UNIT

COST

ADJUSTE

D TOTAL

COST

mvuc revised final 02

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