COUNT ITEM NO.

ITEM DESCRIPTION
0 PART A FACILITIES FOR THE ENGINEER QUANTITIES
A1 A.1.1(2) Construction of Combined Field Office and Laboratory Building for the Engineer 1
A2 A.1.1(6) Provision of Combined Field Office, Laboratory and Living Quarters Building for the Engineer (Rental Basis) 6
A3 A.1.1(11) Provision of Furnitures/Fixtures, Equipment and Appliances for the Field Office for the Engineers 1
Operation and Maintenance of Temporary Field Office, Laboratory and Living Quarters Building for the
A4 A.1.1(15) Engineer 6
A5 A.1.2(2) Provision of 4x4 Pick Up Type Service Vehicle for the Engineer on Bare Rental Basis 6
A6 A.1.2(5) Operation and Maintenance of 4x4 Pick Up Type Service Vehicle for the Engineer 6
A7 A.1.3(2) Provision of Survey Equipment for the Assistance to the Engineer 1

PART B OTHER GENERAL REQUIREMENTS

B1 B.5 Project Billboard/ Signboard 3
B2 B.7(2) Occupational Safety and Health Program 1
B3 B.8(2) Traffic Management 1
B4 B.9 Mobilization/ Demobilization 1

PART C EARTH WORK

C1 101(1) Removal of Structures and Obstruction 1.00
C2 101(8) Removal of Existing Guardrails 350.00
C3 101(10) Removal of Existing Road Signs 36.00
C4 103(1)a Structure Excavation (Common Soil) 2598.96

PART D SUBBASE AND BASE COURSE

PART E SURFACE COURSE

PART F BRIDGE CONSTRUCTION

F1 401(5) Pedestrian Railings 1.00
F2 403(6) Structural Steel, Painting Works 742.34
F3 404(1)a Reinforcing Steel (Grade 40) 289272.01
F4 405(1)a3 Structural Concrete (Class A, 20.68Mpa, 28 days) 4342.43
F5 405(6) Structural Concrete, Painting Works 12902.97

PART G DRAINAGE AND SLOPE PROTECTION STRUCTURES

PART H MISCELLANEOUS STRUCTURES

H1 605(1)c1 Warning Signs (600mm, W1-3A, Horizontal Alignment Curve L or R) 193.00
H2 605(3)a1 Guide or Information Signs (G1-1, Advance Direction Signs Stack Signs) 120.00
H3 605(6)e2 Hazard Markers, Chevron Signs (600mm x 800mm) 308.00
H4 607(3)b Internally Illuminated (Solar) Pavement Levelled Marker/Stud Flush Type, Bi-Directional 1369.00
H5 612(1) Reflectorized Thermoplastic Pavement Markings (White) 9188.00
H6 612(2) Reflectorized Thermoplastic Pavement Markings (Yellow) 1253.00
H7 624(8) Solar Led Street Light 90.00
H8 637(2) Safety Roller Barrier System 200.00
 LABOR
FOREMAN PhP 93.71 /hr
SKILLED LABORER PhP 67.74 /hr
UNSKILLED LABORER PhP 52.29 /hr
MATERIALS
Calsumine PhP 3.00 kg.
Cement PhP 292.07 bag
Concrete Epoxy A & B PhP 450.00 liter
Connection End BI-1 PhP 6,031.00 liter
CWN (Assorted) PhP 65.00 kg.
Epoxy Paint Primer PhP 545.00 liter
Gravel PhP 755.74 cu.m.
G.I. Bolts w/ Nuts & Washer, 2mm Ø PhP 10.00 pc.
G.I. Bolts w/ Nuts & Washer, 5mm Ø PhP 10.00 pc.
Bolts, 25mm dia. PhP 35.00 pc.
Bolts, 5mm dia. PhP 10.00 pc.
G.I. Flat Bar, 1 1/2"x1/8" PhP 48.00 m
2"Ø G.I. Pipe, Schedule 40 PhP 1,400.00 m
75mm dia. GI Pipe PhP 2,650.00 m
Glass Beads PhP 890.00 bag
Good Lumber PhP 34.00 bd.ft.
LPG PhP 75.00 kg
Marine Plywood (1/2 x 4' x 8') PhP 680.00 pc.
Marine Plywood (1/4"x4'x8' ) PhP 405.00 pc.
Hauling/Handling Cost Miscellaneous PhP 100.00 set
Primer PhP 130.00 liter
Reinforcing Steel, Grade 40 PhP 43.61 kg
Rotating Barrel 345mm x 240mm PhP 13,000.00 pc
Main Post 139.8mm x 2.2m x 4.5mm thk PhP 8,570.21 pc
Intermediate Post 139.5mm x 0.72mm x 4.5mm PhP 3,834.04 pc
Frame Rail 100mm x 80mm x 3.2mm thk PhP 3,175.45 lm
Stopper Board PhP 850.00 pc
Solar Pavement Levelled Marker/Stud type G105, 122mm PhP 7,050.00 kg
Diamond Core Bit PhP 19,597.00 pc
Welding Rods PhP 80.00 cu.m.
Reflectorized Traffic Paint (Yellow) PhP 495.00 liter
Reflectorized Traffic Paint (Black) PhP 495.00 liter
Sand PhP 720.40 cu.m.
16mm x 16mm square bars PhP 50.00 kg
Plate PhP 46.97 l.m.
Tarpaulin (4'x8') PhP 67.00 sq.ft.
Thermoplastic Paint (White) PhP 1,721.00 bag
Tie Wire PhP 60.00 kg.
Sign Face, 3mm thk. Aluminum Sheet, (1219mm x 1828mm Informative Sign) PhP 20,900.00 kg
Red Oxide Primer PhP 400.00 kg.
Enamel Paint PhP 521.00 kg.
Paint Thinner PhP 275.00 kg.
60WATTS Integrated (All in One) SOLAR LED Streetlights PhP 50,528.00 kg.
Sign Face, 3mm thk. Aluminum Sheet (60cm Warning Sign) PhP 7,500.00 kg.
Sign Face, 3mm thk. Aluminum Sheet (Hazard Marker) PhP 5,230.00 kg.
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

QUANTITY COMPUTATION

PART A FACILITIES FOR THE ENGINEER

A.1.1 (6) Provision of Combined Field Office, Laboratory and Living Quarters Building for the Engineer (Rental Basis)
Quantity = 6.00 month

A.1.1 (11) Provision of Furnitures/Fixtures, Equipment and Appliances for the Field Office for the Engineers
Quantity = 1.00 lumpsum

A.1.1 (15) Operation and Maintenance of Temporary Field Office, Laboratory and Living Quarters Building for the Engineer
Quantity = 6.00 month

A.1.2 (2) Provision of 4x4 Pick Up Type Service Vehicle for the Engineer on Bare Rental Basis
Quantity = 6.00 month
A.1.2 (5) Operation and Maintenance of 4x4 Pick Up Type Service Vehicle for the Engineer
Quantity = 6.00 month
A.1.3 (2) Provision of Survey Equipment for the Assistance to the Engineer
Quantity = 1.00 lumpsum

PART B OTHER GENERAL REQUIREMENTS

B.5 Project Billboard/ Signboard
Quantity = 3.00 each
1 COA Billboard & 2 Project Signboard

B.7 (2) Occupational Safety and Health Program

Quantity = 1.00 lumpsum
Refer to attached detailed computation and DUPA
B.8 (2) Traffic Management
Quantity = 1.00 lumpsum
Refer to DUPA for the breakdown
B.9 Mobilization/ Demobilization
Quantity = 1.00 lumpsum

101(1) Removal of Structures and Obstruction

Riprap = 100.00 x 0.60 x 2.40 = 144.00 cu.m.

= 144.00 cu.m.
Duration = 14.40 hours
Quantity = 1.00 lumpsum

101(8) Removal of Existing Guardrails

Length = 350.00 = 350.00 l.m.
Total = 350.00 l.m.
101(10) Removal of Existing Road Signs
Quantity = 36.00 = 36.00 each
 PART F BRIDGE CONSTRUCTION
401(5) Pedestrian Railings
Length = 3,500.00 l.m.
Considering 1 span = 5.00 m.
Vertical support 50mm diameter .G.I. Pipe Schedule 40 spaced @ 2500mm O.C.
= 1.00 x 3.00 = 3.00 m.
Horizontal support 50mm diameter .G.I. Pipe Schedule 40 2 lines
= 4.85 x 2.00 = 9.70 m.
Rails 16mm x 16mm square bars
= 25.00 x 0.60 x 2.01 = 30.15 kgs.
Quantity = 1.00 lumpsum

607(3)b Internally Illuminated (Solar) Pavement Levelled Marker/Stud Flush Type, Bi-Directional
Road length = 13,690.00 m.
Centerline = 1,369.00 x 1.00 = 1,369.00 each
Total = 1,369.00 each

403(6) Structural Steel, Painting Works

A. Kaling Bridge
Guardrail Length = 68.00 m.
Area (1m Length) = 68.00 x 0.36 x 0.40 x 4.00 = 38.62 sq.m.

C. Pedetrian railings
Qty = 3,500.00
Area = 3,500.00 x 0.05 x 0.60 x 6.67 = 703.72 sq.m.
Total = 742.34 sq.m.

637(2) Roller Barrier System

Length = 200.00 m. K0 322+070 - K0 322+304
Total = 200.00 m

605(1)c1 Warning Signs (600mm, W1-3A) Horizontal Alignment Curve L or R

Location = 193.00
Pcs/location = 1.00 each
= 193.00 x 1.00 = 193.00 each

605(3) Guide or Informative Signs (1219mm x 1828mm)

Location = 120.00
Pcs/location = 1.00 each
= 120.00 x 1.00 = 120.00 each

605(6)e2 Hazard Markers,450mm x 600mm, Chevron Signs

Location = 308.00
Pcs/location = 1.00 each
= 308.00 x 1.00 = 308.00 each

405(6) Structural Concrete Painting Works (All bridges)

Location Length Width/m
A. Bridge
Bolo 41.00 5.09 = 208.50
Ambayek 15.00 3.10 = 46.50
Moatong 15.00 3.10 = 46.50
Bongis 29.00 5.33 = 154.50
Alanod 21.00 5.64 = 118.50
Asokong 18.00 5.83 = 105.00
Pantal 24.00 5.50 = 132.00
Kabayan Central 6.00 5.50 = 33.00
Ellet 36.00 5.17 = 186.00
Pachel 22.00 5.59 = 123.00
Sub-total 1,153.50 sq.m.

TOTAL = 1,153.50 sq.m.

 Provision of Solar Lighting
K0301+-905 - K0304+000 Gurel Jct. -Bokod Town Hall 30 pcs.
K0312+000 - K0313+600 Brgy. Bila 30 pcs.
K0330+000 - K0331+200 Brgy. Duacan 15 pcs.
K0336+000 - K0338+000 Brgy. Gusaran 15 pcs.
TOTAL = 90.00

LIMITS WIDTH LENGTH

K0301+-905 K0304+024.00 6.7 3,971.00
K0312+000.00 K0317+533.00 6.7 5,546.00
K0318+-466.00 K0342+000.00 6.7 23,894.00
33,411.00

612(1) Reflectorized Thermoplastic Pavement Markings, White

Road length = 33,411.00 m.
Edge lines = 33,411.00 x 0.10 x 2.00 = 6,682.20 sq.m.
Centerlines = 16,705.50 x 0.15 x 1.00 = 2,505.83 sq.m.
Total = 9,188.00 sq.m.
612(2) Reflectorized Thermoplastic pavement Markings, Yellow
Road length = 33,411.00 m.
Centerlines = 8,352.75 x 0.15 x 1.00 = 1,252.91 sq.m.
Total = 1,253.00 sq.m.
Side Start End Length
Left side 300+095.0 300+569.0 474.0
Left side 300+650.0 301+137.0 487.0
Left side 301+152.0 301+740.0 588.0
Left side 301+870.0 302+750.0 880.0
Right side 301+780.0 302+160.0 380.0
Right side 302+240.0 302+460.0 220.0
Right side 302+580.0 302+750.0 170.0
Right side 303+560.0 303+900.0 340.0
Left side 312+130.0 312+230.0 100.0
Left side 312+280.0 312+450.0 170.0
Left side 312+560.0 312+750.0 190.0
Left side 312+850.0 312+870.0 20.0
Left side 312+900.0 312+970.0 70.0
Left side 313+000.0 313+300.0 300.0
Left side 313+400.0 313+920.0 520.0
Left side 314+020.0 314+400.0 380.0
Left side 314+470.0 314+530.0 60.0
Left side 314+580.0 314+630.0 50.0
Left side 315+450.0 315+550.0 100.0
Left side 316+080.0 316+210.0 130.0
Left side 316+350.0 316+600.0 250.0
Left side 316+720.0 317+000.0 280.0
Left side 317+030.0 317+533.0 503.0
Left side 317+533.0 318+000.0 467.0
Left side 318+000.0 318+800.0 800.0
Left side 319+000.0 319+500.0 500.0
Left side 319+800.0 320+000.0 200.0
Left side 320+100.0 320+600.0 500.0
Left side 321+000.0 321+400.0 400.0
Left side 324+400.0 324+700.0 300.0
Left side 326+700.0 326+900.0 200.0
Left side 327+800.0 328+100.0 300.0
Right side 334+000.0 334+500.0 500.0
Sub-total 10829.0

ITEM 404(1)a REINFORCING STEEL (GRADE 40)

No. of Lap
Station Length (m) Bar Mark Bar dia (mm) Spacing (m) Bars
Longitudinal
A 10mm 1,969.00
B 10mm 1,969.00
IS 10,829.00
Transverse B
C 12mm 0.20 m
IS 10,829.00

D 12mm 0.20 m

ITEM 405(1)a3 STRUCTURAL CONCRETE (20.68 Mpa CLASS A - 28 DAYS)

Volume
Station Length (m) Area (sq.m.)
(cu.m.)
703+620 10829.00 0.401 4342.429
TOTAL= 10829.00 TOTAL = 4342.429

STRUCTURE EXCAVATION
STATION LENGTH SOIL CLASSIFICATION
AREA VOLUME
IS 10,829.00 0.240 2598.96 COMMON EARTH

TOTAL AREA = 2598.96 cu.m.

ITEM 103(1)a STRUCTURE EXCAVATION (COMMON SOIL)

(Refer to Back-Up Computation)
Quantity = 2,598.96 cu.m.

ITEM 404(1)a REINFORCING STEEL (GRADE 40)

(Refer to Back-Up Computation)
Quantity = 289,272.01 kgs.

ITEM 405(1)a3 STRUCTURAL CONCRETE (20.68 Mpa CLASS A - 28 DAYS)

(Refer to Back-Up Computation)
Quantity = 4,342.43 cu.m.

ITEM 405(6) STRUCTURAL CONCRETE, PAINTING WORKS

Quantity = Total Length of Concrete Parapet x 1.085m
= (0.885 + 0.200)*1.085
Quantity = 11,749.47 sq.m.
 Bar Length No. of Bar Weight
(mm) Quantity Structures (kgs) Total Weight (kgs)

Longitudinal Bars
6.00 8.00 1.00 0.616 58,219.39
6.00 4.00 1.00 0.616 29,109.70
Transverse Bars
0.50 54,146.00 1.00 0.888 24,040.82
 3.70 54,146.00 1.00 0.888 177,902.10
Total= 289,272.01 kgs.

a CLASS A - 28 DAYS)

SOIL CLASSIFICATION
FOOTING EXCAVATION
COMMON EARTH 0.6 0.4
Item no./Description : 607(2)b Reflectorized Pavement Studs, Raised Profile Type (Bi-Directional)
Unit of Measurement : ea.
Output per hour-As Submitted : 10.00
Output per hour-As Evaluated : 10.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1
b. Laborer 3 1.00 PhP 52.29 PhP 156.87

Sub-Total for A.1- As Submitted PhP 250.58

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

a. Drill, CP-8 with attachment 1 1.00 PhP 201.25 PhP 201.25

B.1
B.1 b. Cargo Truck (5 T) 1 0.25 PhP 783.00 PhP 195.75
c. Air Compressor (15-35cfm) 1 1.00 PhP 205.00 PhP 205.00
Minor Tools (5% of Labor Cost) PhP 12.53

Sub-Total for B.1 As Submitted PhP 614.53

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 865.11
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 10.00
D.2 Output per hour- As Evaluated PhP 10.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 86.51
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Reflective Stud Catcheye Raised Surface pc. 1.00 PhP 550.00 PhP 550.00
F.1 100mm x 100mm (Raised Profile Type)
b. Concrete Epoxy A & B liter 0.01 PhP 450.00 PhP 5.40

Sub-Total for F.1- As Submitted PhP 555.40

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 641.91
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 64.19
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 51.35
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 37.87
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 795.32
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:

#VALUE! #VALUE!
#VALUE! #VALUE!
Item no./Description : 101(3)b3 Removal of Structures/Obstruction (0.23m Thick, PCCP- Unreinforced)
Unit of Measurement : sq.m.
Output per hour-As Submitted : 30.00
Output per hour-As Evaluated : 30.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1
b. Laborer 2 1.00 PhP 52.29 PhP 104.58

Sub-Total for A.1- As Submitted PhP 198.29

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Backhoe w/ Pavement Breaker (0.80 cu.m.) 1 1.00 PhP 1,998.10 PhP 1,998.10
b. Payloader (1.50 cu.m.) 1 1.00 PhP 1,733.00 PhP 1,733.00
c. Dump Truck (10 cu.m.) 1 1.00 PhP 1,420.00 PhP 1,420.00
B.1 d. Concrete Saw, Blade Ø 14" (7.5Hp) 1 1.00 PhP 32.63 PhP 32.63
Minor Tools (10% of Labor)
Note: Assumed hauling distance is 3km. If actual hauling distance is shorter or longer than 3 km, the travel
time of dump truck will be adjusted accordingly based on the hauling cycle time analysis.

Sub-Total for B.1 As Submitted PhP 5,183.73

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 5,382.02
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 30.00
D.2 Output per hour- As Evaluated PhP 30.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 179.40
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1
 a. Concrete Saw (Diamond blade 14") pc 0.00015 PhP 8,000.00 PhP 1.20
F.1

Sub-Total for F.1- As Submitted PhP 1.20

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 180.60
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 18.06
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 14.45
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 10.66
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 223.77
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

#VALUE! #VALUE!
#VALUE! #VALUE!

Item no./Description : 511(2) Mattresses

Unit of Measurement : cu.m.
Output per hour-As Submitted : 3.13
Output per hour-As Evaluated : 3.13

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 PhP 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 2 PhP 1.00 PhP 67.74 PhP 135.48
c. Laborer 8 PhP 1.00 PhP 52.29 PhP 418.32

Sub-Total for A.1- As Submitted PhP 647.51

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

Note: Exclude Excavation Works

B.1
Backhoe excluded, excavation should be separate
as the quantity is variable.

Sub-Total for B.1 As Submitted PhP -

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 647.51
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 3.13
D.2 Output per hour- As Evaluated PhP 3.13
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 207.20
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Matresses (6x2x0.3) pc. 0.28 PhP 5,000.00 PhP 1,400.00

(w/ complete accessories)
F.1
b. Boulders cu.m. 1.05 #REF! #REF!

Sub-Total for F.1- As Submitted #REF!

Materials

F.2
F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted #REF!
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 #REF!
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 #REF!
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) #REF!
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) #REF!
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:

#VALUE! #VALUE!
#VALUE! #VALUE!

Item no./Description : 500(1)a3 Pipe Culverts (910mmØ, Class II, RCPC)

Unit of Measurement : ln.m.
Output per hour-As Submitted : 1.00
Output per hour-As Evaluated : 1.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 PhP 0.57 PhP 93.71 PhP 53.41
A.1 b. Skilled Laborer 2 PhP 0.57 PhP 67.74 PhP 77.22
c. Laborer 4 PhP 0.57 PhP 52.29 PhP 119.22

Sub-Total for A.1- As Submitted PhP 249.86

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

a. Backhoe (0.80 cu.m.) 1 PhP 0.29 PhP 1,537.00 PhP 445.73

B.1 b. Plate Compactor 1 PhP 0.29 PhP 123.00 PhP 35.67
Minor Tools (5% of Labor Cost) PhP 12.49

Sub-Total for B.1 As Submitted PhP 493.89

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 743.75
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated PhP 1.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 743.75
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Cement bag 1.08 PhP 292.07 PhP 315.44

b. Sand cu.m. 0.06 PhP 720.40 PhP 43.94
F.1
c. R.C. Pipes (910mm dia) pc 1.00 PhP - PhP -
d. Sand Bedding/Selected Sandy Soil cu.m. 0.13 PhP 720.40 PhP 92.21

Sub-Total for F.1- As Submitted PhP 451.59

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

 G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 1,195.34
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 8% of G.1 PhP 95.63
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 8% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 95.63
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 69.33
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 1,455.93
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III

Item no./Description : 502 (2)a3 Inlets, Type 910 mm dia.

Unit of Measurement : ea.
Output per hour-As Submitted : 0.08
Output per hour-As Evaluated : 0.08

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
For RSB
a. Construction Foreman 1 0.345 PhP 93.71 PhP 32.33
b. Skilled Laborer 2 0.138 PhP 67.74 PhP 18.70
c. Laborer 4 0.138 PhP 52.29 PhP 28.86
For Concrete
A.1
a. Skilled Laborer 2 0.241 PhP 67.74 PhP 32.65
b. Laborer 8 0.241 PhP 52.29 PhP 100.82
Installation/Removal of Formworks
a. Skilled Laborer 2 0.241 PhP 67.74 PhP 32.65
b. Laborer 8 0.241 PhP 52.29 PhP 100.82

Sub-Total for A.1- As Submitted PhP 346.82

Labor
A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. One Bagger Mixer 1 0.241 PhP 172.00 PhP 41.45
b. Water Truck (16,000 lit.) 1 0.060 PhP 2,450.00 PhP 147.00
c. Cargo Truck (5 tons) 1 0.036 PhP 780.00 PhP 28.20
d. Concrete Vibrator 1 0.241 PhP 91.25 PhP 21.99
B.1
e. Bar Cutter 1 0.138 PhP 219.75 PhP 30.33
f. Bar Bender 1 0.138 PhP 351.50 PhP 48.51
Minor Tools (10% of Labor Cost) PhP 34.68

Sub-Total for B.1 As Submitted PhP 352.15

Equipment
B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 698.97
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 0.08
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 8,387.64
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Good Lumber -4uses bd.ft. 44.45 PhP 34.00 PhP 1,511.30

b. Marine Plywood (1/2 x 4'- 4 uses pc. 1.02 PhP 680.00 PhP 690.88
c. CWN (Assorted) (1kg.100 bd.ft. of Lumber) kg. 0.44 PhP 65.00 PhP 28.89
F.1 d. Cement bag 24.13 PhP 292.07 PhP 7,047.65
e. Sand cu.m. 0.50 PhP 720.40 PhP 360.20
f. Gravel cu.m. 1.00 PhP 755.74 PhP 755.74
g. Reinforcing Steel, Grade 40 kg. 177.00 PhP 43.61 PhP 7,718.97
h. Tie Wire # 16 (2% of RSB) kg. 3.54 PhP 60.00 PhP 212.40

Sub-Total for F.1- As Submitted PhP 18,326.03

Materials

F.2
F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 26,713.67
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 8% of G.1 PhP 2,137.09
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 8% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 2,137.09
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 1,549.39
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 32,537.24
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 UNIT COST DERIVATION FOR CONSTRUCTION MATERIALS FOR
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

UNIT COST DERIVATION OF CEMENT

Source: La Trinidad, Benguet

Reference Quantity = 1,000.00 bags

Cycle Time
Ave. Hauling Distance = 71.00 kms.
Distance from Source to Project Site = 71.00 km.
paved road = 71.00 km.
unpaved road = km.
Capacity of Cargo Truck = 225.00 bags
No. of Laborers = 6.00 Laborers

A) Paved Road
Loaded Travel Time:
Loaded Trip @ first 10% of 7.10 kms x 60 min/hr
= = 28.40 mins
distance 15 kms/hr
Loaded Trip from 10%-90% of 56.80 kms x 60 min/hr
= = 170.40 mins
distance 20 kms/hr
Loaded Trip @ remaining 10% of 7.10 kms x 60 min/hr
= = 28.40 mins
distance 15 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 7.10 kms x 60 min/hr
= = 21.30 mins
distance 20 kms/hr
Unloaded Trip from 10%-90% of 56.80 kms x 60 min/hr
= = 113.60 mins
distance 30 kms/hr
Unloaded Trip @ remaining 10% 7.10 kms x 60 min/hr
= = 21.30 mins
of distance 20 kms/hr

B) UnPaved Road
Loaded Travel Time:
Loaded Trip @ first 10% of 0.00 kms x 60 min/hr
= = 0.00 mins
distance 10 kms/hr
Loaded Trip from 10%-90% of 0.00 kms x 60 min/hr
= = 0.00 mins
distance 15 kms/hr
Loaded Trip @ remaining 10% of 0.00 kms x 60 min/hr
= = 0.00 mins
distance 10 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 0.00 kms x 60 min/hr
= = 0.00 mins
distance 20 kms/hr
Unloaded Trip from 10%-90% of 0.00 kms x 60 min/hr
= = 0.00 mins
distance 25 kms/hr
Unloaded Trip @ remaining 10% 0.00 kms x 60 min/hr
= = 0.00 mins
of distance 20 kms/hr

C) Loading Time = 225.00 bags X 1min./bag/man-day

= 37.50 min.
6

D) Unloading Time = 225.00 bags X 1min./bag/man-day

= 37.50 min.
6

Cycle Time = 458.40 min.

E) Allowance for delay = 45.84 min.

Total Cycle Time = 504.24 min.

No. of Trips/day 480 / 504.24 = 0.95 trips/day

Utilizing 1 Cargo Truck w/ capacity of 225 bags = 225.00 bags/trip

No. of days Required = 1,000.00

= 4.67 days
225.00 x 0.95

Hauling Cost
Equipment Cost = 1 Cargo Truck x 9,696.00 /day x 4.67 days = 45,280.32
Labor Cost (Unloading) = 6 Laborers x 418.32 /day x 0.73 days = 1,831.46
Labor (helper) = 1 Laborers 418.32 /day x 4.67 days = 1,953.55
49,065.33
Unit Cost of Hauling ………………………………………………………………………………………………………… 49.07 Php/bag
Cost at Source …………………………………………………………………………………………………………………. 243.00 Php/bag

Unit Cost of CEMENT ……………………………………………………………………………………………………. 292.07 Php/bag

 UNIT COST DERIVATION FOR CONSTRUCTION MATERIALS FOR
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet
UNIT COST DERIVATION OF RSB, Grade "40" / Grade "60"
SOURCE: MANILA
Reference Quantity = 10,000.00 kgs.
Cycle Time
Ave. Hauling Distance = 250.00 kms.
Distance from Source to Project Site = 250.00
paved road (FLAT) = 225.00
paved road (mountainous) = 25.00
Capacity of Cargo Truck = 10,000.00 kgs.
No. of Laborers = 6.00 Laborers
SOURCE: MANILA-PUGO L. UNION
A) Paved Road (FLAT)
Loaded Travel Time:
Loaded Trip @ first 10% of 22.50 kms x 60 min/hr
= = 45.00 mins
distance 30 kms/hr
Loaded Trip from 10%-90% of 180.00 kms x 60 min/hr
= = 308.57 mins
distance 35 kms/hr
Loaded Trip @ remaining 10% of 22.50 kms x 60 min/hr
= = 45.00 mins
distance 30 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 22.50 kms x 60 min/hr
= = 33.75 mins
distance 40 kms/hr
Unloaded Trip from 10%-90% of 180.00 kms x 60 min/hr
= = 196.36 mins
distance 55 kms/hr
Unloaded Trip @ remaining 10% 22.50 kms x 60 min/hr
= = 33.75 mins
of distance 40 kms/hr

B) Paved Road (MOUNTAINOUS)

Loaded Travel Time:
Loaded Trip @ first 10% of 2.50 kms x 60 min/hr
= = 10.00 mins
distance 15 kms/hr
Loaded Trip from 10%-90% of 20.00 kms x 60 min/hr
= = 60.00 mins
distance 20 kms/hr
Loaded Trip @ remaining 10% of 2.50 kms x 60 min/hr
= = 10.00 mins
distance 15 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 2.50 kms x 60 min/hr
= = 6.00 mins
distance 25 kms/hr
Unloaded Trip from 10%-90% of 20.00 kms x 60 min/hr
= = 40.00 mins
distance 30 kms/hr
Unloaded Trip @ remaining 10% 2.50 kms x 60 min/hr
= = 6.00 mins
of distance 25 kms/hr

BAGUIO-PROJECT SITE
paved road (mountainous) = 71.00
A) Paved Road
Loaded Travel Time:
Loaded Trip @ first 10% of 7.10 kms x 60 min/hr
= = 28.40 mins
distance 15 kms/hr
Loaded Trip from 10%-90% of 56.80 kms x 60 min/hr
= = 170.40 mins
distance 20 kms/hr
Loaded Trip @ remaining 10% of 7.10 kms x 60 min/hr
= = 28.40 mins
distance 15 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 7.10 kms x 60 min/hr
= = 21.30 mins
distance 20 kms/hr
Unloaded Trip from 10%-90% of 56.80 kms x 60 min/hr
= = 113.60 mins
distance 30 kms/hr
Unloaded Trip @ remaining 10% 7.10 kms x 60 min/hr
= = 21.30 mins
of distance 20 kms/hr

C) Loading Time = 10,000.00 kgs. X 1min./40kgs./man-day

= 41.67 min.
6
D) Unloading Time = 10,000.00 kgs. X 1min./40kgs./man-day
= 41.67 min.
6
Cycle Time = 1,261.17 min.
E) Allowance for delay = 126.12 min.
Total Cycle Time = 1,387.29 min.
No. of Trips/day 480 / 1,387.29 = 0.35 trips/day
Utilizing 1 Cargo Truck w/ capacity of 10,000 kgs. = 10,000.00 kgs/trip
No. of days Required = 10,000.00
= 2.89 days
10,000.00 x 0.35
Hauling Cost
Equipment Cost = 1 Cargo Truck x 9,696.00 /day x 2.89 days = 28,023.16
Labor Cost(Unloadin) = 6 Laborers x 418.32 /day x 0.17 days = 435.75
Labor (Helper) = 1 Laborers x 418.32 /day x 2.89 days = 1,209.02
29,667.93

Unit Cost of Hauling …………………………………………………………………………………………………….. ₱2.97 Php/kg.

Cost at Source (Grade 40)……………………………………………………………………………………… ₱43.00 Php/kg.
Cost at Source (Grade 60)………………………………………………………………………………………… ₱44.00 Php/kg.
Unit Cost of RSB (Grade "40)…………………………………….…..……………………………………………. ₱45.97 Php/kg.
Unit Cost of RSB (Grade "60")…………………………………….…..……………………………………………. ₱46.97 Php/kg.
 UNIT COST DERIVATION FOR CONSTRUCTION MATERIALS FOR
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

UNIT COST DERIVATION OF FINE & COARSE AGGREGATES

Source : Taal, Bokod, Benguet

Reference Volume = 1,000.00 cu.m.

Cycle Time
A.QUARRYING
Quarrying & Washing (Assume quarry to contain 40% Materials)
Volume of unprocess materials = 1,000.00 /40% = 2,500.00
Assume capacity of Bulldozer = 400.00 cu.m. Note: 40% of Materials will be considered as suitable
Production Cost Materials for course and Fine Aggregates because
# of days required = 2,500.00 = 6.25 days the quarry site consists of Boulders, grasses etc
400.00
1 Buldozer = 27,032.00 /day x 6.25 = 168,950.00

Screening and Stockpiling (includes clearing of waste materials)

Utilizing 1 Payloader with average capacity of 480 cu.m. /day
The capacity of Payloader shall be reduced into 240 to separate sand and gravel

No. of days = 2,500.00 = 10.42 days

240.00

1 Payloader 1 13,864.00 /day x 10.42 = 144,416.67

Screen LS 2 = 40,000.00
353,366.67
TOTAL COST PRODUCTION:
Production Unit Cost for Course Aggregate 353.37
Production Unit Cost for Fine Aggregate 318.03

Ave. Hauling Distance = 23.30 kms.

Distance from Source to Project Site = 23.30
paved road = 23.00
unpaved road = 0.30
Capacity of Cargo Truck = 10.00 cu.m.
A) Paved Road
Loaded Travel Time:
Loaded Trip @ first 10% of 2.30 kms x 60 min/hr
= = 9.20 mins
distance 15 kms/hr
Loaded Trip from 10%-90% of 18.64 kms x 60 min/hr
= = 55.92 mins
distance 20 kms/hr
Loaded Trip @ remaining 10% of 2.30 kms x 60 min/hr
= = 9.20 mins
distance 15 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 2.30 kms x 60 min/hr
= = 6.90 mins
distance 20 kms/hr
Unloaded Trip from 10%-90% of 18.64 kms x 60 min/hr
= = 37.28 mins
distance 30 kms/hr
Unloaded Trip @ remaining 10% 2.30 kms x 60 min/hr
= = 6.90 mins
of distance 20 kms/hr
B) UnPaved Road
Loaded Travel Time:
Loaded Trip @ first 10% of 0.03 kms x 60 min/hr
= = 0.18 mins
distance 10 kms/hr
Loaded Trip from 10%-90% of 0.24 kms x 60 min/hr
= = 0.96 mins
distance 15 kms/hr
Loaded Trip @ remaining 10% of 0.03 kms x 60 min/hr
= = 0.18 mins
distance 10 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 0.03 kms x 60 min/hr
= = 0.12 mins
distance 15 kms/hr
Unloaded Trip from 10%-90% of 0.24 kms x 60 min/hr
= = 0.58 mins
distance 25 kms/hr
Unloaded Trip @ remaining 10% 0.03 kms x 60 min/hr
= = 0.12 mins
of distance 15 kms/hr
C) Loading Time = = 3.00 min.
D) Unloading Time = = 2.00 min.

Cycle Time = 132.54 min.

E) Allowance for delay = 13.25 min.
Total Cycle Time = 145.79 min.
No. of Trips/day 480.00 / 145.79 = 3.29 trips/day
Utilizing 4 Dump Truck capacity of 10 cu.m. = 40.00 cu.m./trip
No. of days Required = 1,000.00
= 7.59 days
40.00 x 3.29
Hauling Cost
Equipment Cost = 4 Dump Truck capacity x 11,360.00 /day x 7.59 days = 345,035.39
Loader for loading = 1 Loader x 13,864.00 /day x 0.63 days = 8,665.00
Loader at stock pile @ project site = 1 Loader x 13,864.00 /day x 0.63 days = 8,665.00
= 362,365.39
Unit Cost of Hauling …………………………………………………………………………………………………….. 362.37 Php/cu.m.
COST OF FINE AGGREGATES
Cost at Source …………………………………………………………………………… 318.03 Php/cu.m.
Unit Cost of Hauling …………………………………………………………………………………………………….. 362.37 Php/cu.m.
Aggregate Tax (excise tax included)………………………………………………………………………………………………………………. 40.00 Php/cu.m.
Unit cost of Fine Aggregates ………………………………………………………………………………. 720.40 Php/cu.m.

COST OF COARSE AGGREGATES

Cost at Source …………………………………………………………………………… 353.37 Php/cu.m.
Unit Cost of Hauling …………………………………………………………………………………………………….. 362.37 Php/cu.m.
Aggregate Tax (excise tax included)………………………………………………………………………………………………………………. 40.00 Php/cu.m.
Unit Cost of Coarse Aggregates ……………………………………………………………………………… 755.74 Php/cu.m.
 UNIT COST DERIVATION FOR CONSTRUCTION MATERIALS FOR
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

UNIT COST DERIVATION OF AGGREGATE SUB-BASE COURSE, BACKFILL AND FILLING MATERIALS
Source : Taal, Bokod, Benguet

Reference Volume = 1,000.00 cu.m.

Cycle Time

A.QUARRYING
Quarrying & Washing (Assume quarry to contain 70% Materials)
Volume of unprocess materials = 1,000.00 /70% = 1,428.57
Assume capacity of Bulldozer = 400.00 cu.m. Note: 70% of Materials will be considered as suitable
Production Cost Materials for course and Fine Aggregates because
# of days required = 1,428.57 = 3.57 days the quarry site consists of Boulders, grasses etc
400.00
1 Buldozer = 27,032.00 /day x 3.57 = 96,542.86

Screening and Stockpiling (includes clearing of waste materials)

Utilizing 1 Payloader with average capacity of 480 cu.m. /day
The capacity of Payloader shall be reduced into 240 to separate sand and gravel

No. of days = 1,428.57 = 2.98 days

480.00

1 Payloader 1 13,864.00 /day x 2.98 = 41,261.90

Screen LS 1 = 20,000.00
157,804.76
TOTAL COST PRODUCTION:
Production Unit Cost for Course Aggregate 157.80

Ave. Hauling Distance = 23.30 kms.

Distance from Source to Project Site = 23.30
paved road = 23.00
unpaved road = 0.30

Capacity of Cargo Truck = 10.00 cu.m.

A) Paved Road
Loaded Travel Time:
Loaded Trip @ first 10% of 2.33 kms x 60 min/hr
= = 9.32 mins
distance 15 kms/hr
Loaded Trip from 10%-90% of 18.64 kms x 60 min/hr
= = 55.92 mins
distance 20 kms/hr
Loaded Trip @ remaining 10% of 2.33 kms x 60 min/hr
= = 9.32 mins
distance 15 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 2.33 kms x 60 min/hr
= = 6.99 mins
distance 20 kms/hr
Unloaded Trip from 10%-90% of 18.64 kms x 60 min/hr
= = 37.28 mins
distance 30 kms/hr
Unloaded Trip @ remaining 10% 2.33 kms x 60 min/hr
= = 6.99 mins
of distance 20 kms/hr
B) UnPaved Road
Loaded Travel Time:
Loaded Trip @ first 10% of 0.03 kms x 60 min/hr
= = 0.18 mins
distance 10 kms/hr
Loaded Trip from 10%-90% of 0.24 kms x 60 min/hr
= = 0.96 mins
distance 15 kms/hr
Loaded Trip @ remaining 10% of 0.03 kms x 60 min/hr
= = 0.18 mins
distance 10 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 0.03 kms x 60 min/hr
= = 0.12 mins
distance 15 kms/hr
Unloaded Trip from 10%-90% of 0.24 kms x 60 min/hr
= = 0.58 mins
distance 25 kms/hr
Unloaded Trip @ remaining 10% 0.03 kms x 60 min/hr
= = 0.12 mins
of distance 15 kms/hr
C) Loading Time =
= 3.00 min.

D) Unloading Time =
= 2.00 min.

Cycle Time = 132.96 min.

E) Allowance for delay = 13.30 min.

Total Cycle Time = 146.25 min.
No. of Trips/day 480.00 / 146.25 = 3.28 trips/day
Utilizing 4 Cargo Truck capacity of 10 cu.m. = 40.00 cu.m./trip
No. of days Required = 1,000.00
= 7.62 days
40.00 x 3.28
Hauling Cost
Equipment Cost = 4 Cargo Truck x 11,360.00 /day x 7.62 days = 346,128.79
Loader (loading) = 1 Loader x 13,864.00 /day x 0.63 days = 8,665.00
Loader at stock pile @ project site = 1 Loader x 13,864.00 /day x 1.25 days = 17,330.00
= 354,793.79
Unit Cost of Hauling …………………………………………………………………………………………………….. 354.79 Php/cu.m.
COST OF AGGRTEGATE SUB-BASE COARSE
Cost at Source …………………………………………………………………………… 220.00 Php/cu.m.
Unit Cost of Hauling …………………………………………………………………………………………………….. 354.79 Php/cu.m.
Aggregate Tax (excise tax included)………………………………………………………………………………………………………………. 40.00 Php/cu.m.
Unit cost of Aggregate Sub-base Coarse ……………………………………………………………… 614.79 Php/cu.m.
 UNIT COST DERIVATION FOR CONSTRUCTION MATERIALS FOR

Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

UNIT COST DERIVATION OF 3/8" MATERIALS

S1 PASSING 3/8"

Reference Volume = 1,000.00 cu.m.

Cycle Time
SOURCE: NORTHSTAR AGGREGATE INC., SISON, PANGASINAN
Ave. Hauling Distance = 122.00 kms.
Distance from Source to Project Site = 122.00
paved road (from sison to Pugo L. Union, flat) = 18.00
paved road (from Pugo L. Unio to Baguio, mountainous) = 22.00
paved road (from Pugo L. Union to Baguio, mountainous with steep condition) = 10.00
paved road (from Baguio to project centroid, mountainous) = 62.00
paved road (from Baguio to Project Centroid, mountainous with steep condition) = 10.00

Capacity of Cargo Truck = 10.00 cu.m.

A) Paved Road (FROM SISON TO PUGO), FLAT

Loaded Travel Time:
Loaded Trip @ first 10% of 1.80 kms x 60 min/hr
= = 3.60 mins
distance 30 kms/hr
Loaded Trip from 10%-90% of 14.40 kms x 60 min/hr
= = 24.69 mins
distance 35 kms/hr
Loaded Trip @ remaining 10% of 1.80 kms x 60 min/hr
= = 3.60 mins
distance 30 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 1.80 kms x 60 min/hr
= = 2.70 mins
distance 40 kms/hr
Unloaded Trip from 10%-90% of 14.40 kms x 60 min/hr
= = 15.71 mins
distance 55 kms/hr
Unloaded Trip @ remaining 10% 1.80 kms x 60 min/hr
= = 2.70 mins
of distance 40 kms/hr
B.1) Paved Road (FROM PUGO TO BAGUIO), MOUNTAINOUS
Loaded Travel Time: MOUNTAINOUS
Loaded Trip @ first 10% of 2.20 kms x 60 min/hr
= = 8.80 mins
distance 15 kms/hr
Loaded Trip from 10%-90% of 17.60 kms x 60 min/hr
= = 52.80 mins
distance 20 kms/hr
Loaded Trip @ remaining 10% of 2.20 kms x 60 min/hr
= = 8.80 mins
distance 15 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 2.20 kms x 60 min/hr
= = 6.60 mins
distance 20 kms/hr
Unloaded Trip from 10%-90% of 17.60 kms x 60 min/hr
= = 35.20 mins
distance 30 kms/hr
Unloaded Trip @ remaining 10% 2.20 kms x 60 min/hr
= = 6.60 mins
of distance 20 kms/hr
B.2) Paved Road (FROM PUGO TO BAGUIO), MOUNTAINOUS WITH STEEP CONDITION
Loaded Travel Time: MOUNTAINOUS
Loaded Trip @ first 10% of 1.00 kms x 60 min/hr
= = 6.00 mins
distance 10 kms/hr
Loaded Trip from 10%-90% of 8.00 kms x 60 min/hr
= = 32.00 mins
distance 15 kms/hr
Loaded Trip @ remaining 10% of 1.00 kms x 60 min/hr
= = 6.00 mins
distance 10 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 1.00 kms x 60 min/hr
= = 4.00 mins
distance 15 kms/hr
Unloaded Trip from 10%-90% of 8.00 kms x 60 min/hr
= = 19.20 mins
distance 25 kms/hr
Unloaded Trip @ remaining 10% 1.00 kms x 60 min/hr
= = 4.00 mins
of distance 15 kms/hr
C.1) Paved Road (FROM BAGUIO TO PROJECT CENTROID), MOUNTAINOUS
Loaded Travel Time: MOUNTAINOUS
Loaded Trip @ first 10% of 6.20 kms x 60 min/hr
= = 24.80 mins
distance 15 kms/hr
Loaded Trip from 10%-90% of 49.60 kms x 60 min/hr
= = 148.80 mins
distance 20 kms/hr
Loaded Trip @ remaining 10% of 6.20 kms x 60 min/hr
= = 24.80 mins
distance 15 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 6.20 kms x 60 min/hr
= = 18.60 mins
distance 20 kms/hr
Unloaded Trip from 10%-90% of 49.60 kms x 60 min/hr
= = 99.20 mins
distance 30 kms/hr
Unloaded Trip @ remaining 10% 6.20 kms x 60 min/hr
= = 18.60 mins
of distance 20 kms/hr
C.2) Paved Road (FROM BAGUIO TO PROJECT CENTROID), MOUNTAINOUS WITH STEEP CONDITION
Loaded Travel Time: MOUNTAINOUS
Loaded Trip @ first 10% of 1.00 kms x 60 min/hr
= = 6.00 mins
distance 10 kms/hr
Loaded Trip from 10%-90% of 8.00 kms x 60 min/hr
= = 32.00 mins
distance 15 kms/hr
Loaded Trip @ remaining 10% of 1.00 kms x 60 min/hr
= = 6.00 mins
distance 10 kms/hr
Return Empty Travel Time
Unloaded Trip @ first 10% of 1.00 kms x 60 min/hr
= = 4.00 mins
distance 15 kms/hr
Unloaded Trip from 10%-90% of 8.00 kms x 60 min/hr
= = 19.20 mins
distance 25 kms/hr
Unloaded Trip @ remaining 10% 1.00 kms x 60 min/hr
= = 4.00 mins
of distance 15 kms/hr
C) Loading Time =
= 3.00 min.

D) Unloading Time =
= 2.00 min.

Cycle Time = 653.99 min.

E) Allowance for delay = 65.40 min.

Total Cycle Time = 719.39 min.
No. of Trips/day 480.00 / 719.39 = 0.67 trips/day
Utilizing 4 Dumptruck 10 cu.m. = 40.00 cu.m./trip
No. of days Required = 1,000.00
= 37.47 days
40.00 x 0.67
Hauling Cost
Equipment Cost = 4 Dump Truck x 11,360.00 /day x 37.47 days = 1,702,566.48
Loader at stock pile @ project site = 1 Loader x 13,864.00 /day x 0.63 days = 8,665.00
= 1,702,566.48
Unit Cost of Hauling …………………………………………………………………………………………………….. 1,702.57 Php/cu.m.
COST OF S1 PASSING 3/8"
Cost at Source …………………………………………………………………………… 390.00 Php/cu.m.
Unit Cost of Hauling …………………………………………………………………………………………………….. 1,702.57 Php/cu.m.

Unit COST OF S1 PASSING 3/8" ……………………………………………………………… 2,092.57 Php/cu.m.

SUMMARY (UNIT COST ANALYSIS)

QUARRY SOURCE : RJ FLORES CRUSHING PLANT

LOCATION : CABARITAN SUR NAGUILIAN, LA UNION

GROUTED RIPRAP UNTI COST

CLASS A 250
CLASS B 250
CLASS C 250
CLASS D 250
HANDLAID 250
STONE MASONRY 250
GRAVEL G1 320
GRAVEL G3/4 370
FINE AGGREGATES 320

QUARRY SOURCE : M.L. CARANTES DEV'T AND GENERAL CONSTRUCTION

LOCATION : CAMP 6, TUBA, BENGUET

GRAVEL, G1 410
GRAVEL G3/4 410
FINE AGGREGATES 440

QUARRY SOURCE : MCG AGGREGATES AND CRUSHING PLANT

LOCATION : CAMP 1, TUBA, BENGUET

GRAVEL G1 270
GRAVEL G3/4 340
GRAVEL G3/8 320
FINE AGGREGATE 320

MATERIALS SOURCES :
KALING RIVER : Qty. (cu.m.) % GOLDRICH CONSTRUCTION & TRADING
Boulder 1,134.00 72.00 (Concrete Batching Plant)
Sand - - Marcos Highway, Poblacion, Tuba, Benguet
Gravel - - Accredited
Waste 441.00 28.00
RJ FLORES CRUSHING PLANT
AGNO RIVER (TAAL BRIDGE) : Cabaritan Sur, Naguilian, La Union
Materials Qty (cu.m.) % Materials : K0265+565
Sand 3,700.00 37.00 Sand
Gravel 3,400.00 34.00 Gravel
Boulder 100.00 1.00 EXPONENTIAL HEADWAY REAL ESTATE DEV'T CORP.
Waste 2,800.00 28.00 Barangay Hacienda, Bugallon, Pangasinan
Product : Asphalt Bituminous Mix
ADUNOT RIVER : K0275+536
Materials Qty (cu.m.) % G.O. AGGREGATES :
Sand 1,344.00 28.00 Sitio Estaris, San Jacinto, Pangasinan
Gravel 2,160.00 45.00 Product : Asphalt Bituminous Mix
Boulder 96.00 2.00
Waste 1,200.00 25.00 TIERRA MINERALS CORPORATION
ITOGON RIVER : K0265+887 Sitio Estaris, San Jacinto, Pangasinan
Materials Qty (cu.m.) % Product : Asphalt Bituminous Mix
Sand 82.00 34.00
Gravel 46.00 19.00 DESTINY MIGHTY CRUSHING PLANT :
Boulder 41.00 17.00 Saytan, Rosario, La Union
Waste 72.00 30.00 k0214+(-300)
BUED RIVER (CAMP 1) : K0216+120 Materials : Sand & Gravel
Materials Qty (cu.m.) %
Sand 252.00 28.00 M.L. CARANTES DEV'T & GENERAL CONSTRUCTION
Gravel 216.00 24.00 Kennon Road, Camp 4, Tuba
Boulder 117.00 13.00 K0237+011
Waste 315.00 35.00 Materials : Crushed Sand, 3/4"Gravel, G1
BUED RIVER (CAMP 5) : K0235+314
Materials Qty (cu.m.) % MCG AGGREGATES & CRUSHING PLANT
Sand - - Dungon, Camp 1, Tuba, Benguet
Gravel - - k0217+680
Boulder 112.00 70.00 Materials : Crushed Sand, 3/4"Gravel, G1
Waste 48.00 30.00
 Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED CALCULATIONS ON COST OF CONSTRUCTION SAFETY AND HEALTH

Duration= 270CD
OUTPUT PER NO. OF SAFETY SAFETY SAFETY WORKING RAIN DUST/GAS BODY RUBBER EYE
ITEM NO./ DESCRIPTION QUANTITY WORKERS DAYS MAN DAYS EAR MUFF LANYARD
HOUR PERSONNEL HELMET SHOES VEST GLOVES COATS MASK HARNESS BOOTS GOGGLES
101(1) Foreman 1.00 1.80 1.80 1.80 1.80 1.80 1.80 0.54 0 0 0 0 0 0

Removal of Structures and Obstruction SkiIIed laborer 0.00 1.80 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0
1.00 1.00

Unskilled laborer 2.00 1.80 3.60 3.60 3.60 3.60 3.60 1.08 0 0 0 0 0 0

101(8) Foreman 1.00 1.46 1.46 1.46 1.46 1.46 1.46 0.44 0 0 0 0 0 0
Removal of Existing Guardrails SkiIIed laborer 0.00 1.46 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0
350.00 30.00

Unskilled laborer 2.00 1.46 2.92 2.92 2.92 2.92 2.92 0.88 0 0 0 0 0 0
101(10) Foreman 1.00 4.50 4.50 4.50 4.50 4.50 4.50 1.35 0 0 0 0 0 0

Removal of Existing Road Signs SkiIIed laborer 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0
36.00 1.00

Unskilled laborer 2.00 4.50 9.00 9.00 9.00 9.00 9.00 2.70 0 0 0 0 0 0

103(1)a Foreman 1.00 16.24 16.24 16.24 16.24 16.24 16.24 4.88 0 0 0 0 0 0
Structure Excavation (Common Soil) 2,598.96 20.00 SkiIIed laborer 0.00 16.24 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0
Unskilled laborer 3.00 16.24 48.73 48.73 48.73 48.73 48.73 14.63 0 0 0 0 0 0
401(5) Foreman 1.00 350.00 350.00 350.00 350.00 350.00 350.00 105.11 0 0 0 0 0 0
Pedestrian Railings 1.00 1.00 SkiIIed laborer 1.00 350.00 350.00 350.00 350.00 350.00 350.00 105.11 0 0 0 0 0 0
Unskilled laborer 2.00 350.00 700.00 700.00 700.00 700.00 700.00 210.21 0 0 0 0 0 0
403(6) Foreman 1.00 46.40 46.40 46.40 46.40 46.40 46.40 13.93 0 0 0 0 0 0
Structural Steel, Painting Works 742.34 2.00 SkiIIed laborer 2.00 46.40 92.79 92.79 92.79 92.79 92.79 27.87 0 0 0 0 0 0
Unskilled laborer 1.00 46.40 46.40 46.40 46.40 46.40 46.40 13.93 0 0 0 0 0 0
404(1)a Foreman 1.00 350.00 350.00 350.00 350.00 350.00 350.00 105.11 0 0 0 0 0 0
Reinforcing Steel (Grade 40) 289,272.01 180.00 SkiIIed laborer 2.00 350.00 700.00 700.00 700.00 700.00 700.00 210.21 0 0 0 0 0 0
Unskilled laborer 8.00 350.00 2800.00 2800.00 2800.00 2800.00 2800.00 840.84 0 0 0 0 0 0
405(1)a3 Foreman 1.00 387.72 387.72 387.72 387.72 387.72 387.72 116.43 0 0 0 0 0 0
Structural Concrete (Class A, 20.68Mpa, 28 days) 4,342.43 1.40 SkiIIed laborer 4.00 387.72 1550.87 1550.87 1550.87 1550.87 1550.87 465.73 0 0 0 0 0 0
Unskilled laborer 8.00 387.72 3101.74 3101.74 3101.74 3101.74 3101.74 931.45 0 0 0 0 0 0
405(6) Foreman 1.00 201.61 201.61 201.61 201.61 201.61 201.61 60.54 0 0 0 0 0 0
Structural Concrete, Painting Works 12,902.97 8.00 SkiIIed laborer 6.00 201.61 1209.65 1209.65 1209.65 1209.65 1209.65 363.26 0 0 0 0 0 0
Unskilled laborer 3.00 201.61 604.83 604.83 604.83 604.83 604.83 181.63 0 0 0 0 0 0
605(1)c1 Foreman 1.00 24.13 24.13 24.13 24.13 24.13 24.13 7.24 0 0 0 0 0 0
Warning Signs (600mm, W1-3A, Horizontal Alignment Curve L or SkiIIed laborer 1.00 24.13 24.13 24.13 24.13 24.13 24.13 7.24 0 0 0 0 0 0
R) 193.00 1.00

Unskilled laborer 2.00 24.13 48.25 48.25 48.25 48.25 48.25 14.49 0 0 0 0 0 0
605(3)a1 Foreman 1.00 15.00 15.00 15.00 15.00 15.00 15.00 4.50 0 0 0 0 0 0
Guide or Information Signs (G1-1, Advance Direction Signs Stack SkiIIed laborer 1.00 15.00 15.00 15.00 15.00 15.00 15.00 4.50 0 0 0 0 0 0
Signs) 120.00 1.00

Unskilled laborer 2.00 15.00 30.00 30.00 30.00 30.00 30.00 9.01 0 0 0 0 0 0
605(6)e2 Foreman 1.00 38.50 38.50 38.50 0.00 38.50 38.50 11.56 0 0 0 0 0 0
Hazard Markers, Chevron Signs (600mm x 800mm) 308.00 1.00 SkiIIed laborer 1.00 38.50 38.50 38.50 0.00 38.50 38.50 11.56 0 0 0 0 0 0
Unskilled laborer 2.00 38.50 77.00 77.00 0.00 77.00 77.00 23.12 0 0 0 0 0 0
607(3)b Foreman 1.00 42.78 42.78 42.78 0.00 42.78 42.78 12.85 0 0 0 0 0 0
Internally Illuminated (Solar) Pavement Levelled Marker/Stud SkiIIed laborer 2.00 42.78 85.56 85.56 0.00 85.56 85.56 25.69 0 0 0 0 0 0
Flush Type, Bi-Directional 1,369.00 4.00

Unskilled laborer 2.00 42.78 85.56 85.56 0.00 85.56 85.56 25.69 0 0 0 0 0 0
612(1) Foreman 1.00 45.94 45.94 45.94 45.94 45.94 45.94 13.80 0 0 0 0 0 0

Reflectorized Thermoplastic Pavement Markings (White) SkiIIed laborer 2.00 45.94 91.88 91.88 91.88 91.88 91.88 27.59 0 0 0 0 0 0
9,188.00 25.00
 Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED CALCULATIONS ON COST OF CONSTRUCTION SAFETY AND HEALTH

Duration= 270CD
OUTPUT PER NO. OF SAFETY SAFETY SAFETY WORKING RAIN DUST/GAS BODY RUBBER EYE
ITEM NO./ DESCRIPTION QUANTITY
9,188.00 25.00 WORKERS DAYS MAN DAYS EAR MUFF LANYARD
HOUR PERSONNEL HELMET SHOES VEST GLOVES COATS MASK HARNESS BOOTS GOGGLES
Unskilled laborer 6.00 45.94 275.64 275.64 275.64 275.64 275.64 82.77 0 0 0 0 0 0

612(2) Foreman 1.00 6.27 6.27 6.27 6.27 6.27 6.27 1.88 0 0 0 0 0 0

Reflectorized Thermoplastic Pavement Markings (Yellow) SkiIIed laborer 2.00 6.27 12.53 12.53 12.53 12.53 12.53 3.76 0 0 0 0 0 0
1,253.00 25.00

Unskilled laborer 6.00 6.27 37.59 37.59 37.59 37.59 37.59 11.29 0 0 0 0 0 0

624(8) Foreman 1.00 11.25 11.25 11.25 11.25 11.25 11.25 3.38 0 0 0 0 0 0

Solar Led Street Light SkiIIed laborer 1.00 11.25 11.25 11.25 11.25 11.25 11.25 3.38 0 0 0 0 0 0
90.00 1.00

Unskilled laborer 2.00 11.25 22.50 22.50 22.50 22.50 22.50 6.76 0 0 0 0 0 0

637(2) Foreman 1.00 19.23 19.23 19.23 19.23 19.23 19.23 5.78 0 0 0 0 0 0

Safety Roller Barrier System SkiIIed laborer 2.00 19.23 38.46 38.46 38.46 38.46 38.46 11.55 0 0 0 0 0 0
200.00 1.30

Unskilled laborer 6.00 19.23 115.38 115.38 115.38 115.38 115.38 34.65 0 0 0 0 0 0

A.TOTAL, 103.00 4,688.45 13,792.57 13,792.57 13,424.67 13,792.57 13,792.57 4,141.91 0.00 0.00 0.00 0.00 0.00 0.00
PERSONNEL/MA
N -DAYS
B.SERVICE LIFE, DAYS 730 365 180 3 730 1.00 730.00 730.00 730.00 365.00 60.00

C. PURCHASE COST,PPh
180.55 1,012.00 400.00 23.00 245.00 63.25 602.60 1,263.85 1,083.30 506.00 169.05
D. UNIT COST/MAN DAY (C/B) 0.25 2.77 2.22 7.67 0.34 - 0.83 1.73 1.48 1.39 2.82

E.DIRECT COST FOR PPE's (D x A (Man-days)) 3411.30 37221.26 30650.16 105743.05 1390.09 - - - - 0.00 - 178,415.87

F.SAFETY OFFICER/PRACTIONER (PART TIME) @ P15,000.00/MONTH (AS PER D.O.56, S2005, consider atleast 51,428.75
4 hours per week)
G.HEALTH PERSONNEL FULL TIME) @ P8,400.00/MONTH (AS PER D.O.56, S2005) 50,400.00

H.TOTAL DI RECT COST (E + F + G) 280,244.62

I.OCM (9% of E) -

J. PROFIT (8% of E) 22,419.57

K .VAT (5% of E + H + I) 15,133.21

L TOTAL COST (E + H + I + J) 317,797.40

 Page 31 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : A.1.1(2) Construction of Combined Field Office and Laboratory Building for the Engineer

Unit of Measurement : lumpsum

Output per hour-As Submitted : 1.00
Output per hour-As Evaluated :

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:

A.1

Sub-Total for A.1- As Submitted PhP -

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

B.1

Sub-Total for B.1 As Submitted PhP -

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP -
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated PhP -
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP -
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1 Construction of Combined Field Office and unit 1 PhP 8,000,000.00 PhP 8,000,000.00
Laboratory Building for the Engineer

Sub-Total for F.1- As Submitted PhP 8,000,000.00

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 8,000,000.00
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 800,000.00
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 640,000.00
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 472,000.00
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 9,912,000.00
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 32 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : A.1.1(6) Provision of Combined Field Office, Laboratory and Living Quarters Building for the Engineer (Rental Basis)

Unit of Measurement : month

Output per hour-As Submitted : 1.00
Output per hour-As Evaluated :

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:

A.1

Sub-Total for A.1- As Submitted PhP -

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

B.1

Sub-Total for B.1 As Submitted PhP -

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP -
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated PhP -
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP -
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1 Combined Field Office, Laboratory and Living Quarters month 1 PhP 15,000.00 PhP 15,000.00
Building for the Engineer (Rental Basis)

Sub-Total for F.1- As Submitted PhP 15,000.00

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 15,000.00
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 0% of G.1 PhP -
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 0% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 1,200.00
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 810.00
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 17,010.00
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 33 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : A.1.1(11) Provision of Furnitures/Fixtures, Equipment and Appliances for the Field Office for the Engineers

Unit of Measurement : lumpsum

Output per hour-As Submitted : 1.00
Output per hour-As Evaluated :

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:

A.1

Sub-Total for A.1- As Submitted PhP -

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

B.1

Sub-Total for B.1 As Submitted PhP -

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP -
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated PhP -
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP -
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Laptop (request specs from IMS) unit 1 PhP 85,000.00 PhP 85,000.00
F.1 b. Smartphone (see attached minimum specs as per unit 1 PhP 40,000.00 PhP 40,000.00
Memorandum dated July 8, 2014)
c. A3 Printer (request specs from IMS) unit 1 PhP 25,000.00 PhP 25,000.00

Sub-Total for F.1- As Submitted PhP 150,000.00

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 150,000.00
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 0% of G.1 PhP -
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 0% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 12,000.00
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 8,100.00
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 170,100.00
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

 Page 34 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

CIANNE LYNNE M. CHILAM PATRICK B. CERILO
Engineer II Engineer III
 Page 35 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : A.1.1(15)

Operation and Maintenance of Temporary Field Office, Laboratory and Living Quarters Building for the Engineer

Unit of Measurement : month

Output per hour-As Submitted :
Output per hour-As Evaluated :

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:

A.1
a. Laborer 1 240.00 PhP 52.29 Php 12,549.60

Sub-Total for A.1- As Submitted Php 12,549.60

Labor

A.2

Sub-Total for A.2- As Evaluated Php -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

B.1

Sub-Total for B.1 As Submitted Php -

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 12,549.60
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 12,549.60
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1

Sub-Total for F.1- As Submitted PhP -

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 12,549.60
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 0% of G.1 PhP -
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 0% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 1,003.97
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 677.68
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 14,231.25
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 36 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : A.1.2(2) Provision of 4x4 Pick Up Type Service Vehicle for the Engineer on Bare Rental Basis

Unit of Measurement : month

Output per hour-As Submitted :
Output per hour-As Evaluated :

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:

A.1

Sub-Total for A.1- As Submitted

Labor

A.2

Sub-Total for A.2- As Evaluated

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)

Equipment

B.1
a. Pick Up Service (4x4, 3.0 li. Diesel Engine, 4 Door, 5 Seater) 1 240.00 PhP 224.45 PhP 53,869.00

Sub-Total for B.1 As Submitted PhP 53,869.00

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 53,869.00
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 53,869.00
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials

F.1

Sub-Total for F.1- As Submitted

Materials

F.2

Sub-Total for F.2- As Evaluated

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 53,869.00
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 0% of G.1 PhP -
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 0% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 0% of G.1 PhP -
I.2 Contractor's Profit(CP)-As Evaluated 0% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 2,693.45
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 56,562.45
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

 Page 37 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

CIANNE LYNNE M. CHILAM PATRICK B. CERILO
Engineer II Engineer III
 Page 38 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : A.1.2(5) Operation and Maintenance of 4x4 Pick Up Type Service Vehicle for the Engineer

Unit of Measurement : month

Output per hour-As Submitted :
Output per hour-As Evaluated :

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:

A.1
a. Driver 1 240.00 PhP 67.74 PhP 16,257.60

Sub-Total for A.1- As Submitted PhP 16,257.60

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

B.1

Sub-Total for B.1 As Submitted

Equipment

B.2

Sub-Total for B.2 As Evaluated

C.1 Total (A.1+B.1) - As Submitted PhP 16,257.60
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 16,257.60
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1

Sub-Total for F.1- As Submitted

Materials

F.2

Sub-Total for F.2- As Evaluated

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 16,257.60
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 0% of G.1 PhP -
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 0% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 1,300.61
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 877.91
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 18,436.12
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 39 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : B.5 Project Billboard/ Signboard

Unit of Measurement : ea.
Output per hour-As Submitted : 1.00
Output per hour-As Evaluated : 1.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 1 1.00 PhP 67.74 PhP 67.74
c. Laborer 1 1.00 PhP 52.29 PhP 52.29

Sub-Total for A.1- As Submitted PhP 213.74

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
B.1

Sub-Total for B.1 As Submitted PhP -

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 213.74
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 213.74
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials
a. Marine Plywood (1/4"x4'x8' ) pc. 1.33 PhP 405.00 PhP 538.65
b. Good Lumber bd.ft. 49.33 PhP 34.00 PhP 1,677.33
c. Tarpaulin (4'x8') sq.ft. 42.67 PhP 67.00 PhP 2,858.67
F.1 d. CWN (Assorted) kg. 0.67 PhP 65.00 PhP 43.33
Note: 2 DPWH Billboards shall be installed at the start and Misc materials PhP 66.75
end of the Project.
1 COA Billboard shall be installed at the start of
the Project. (See Billboard's Details at the Plan)
Sub-Total for F.1- As Submitted PhP 5,184.73
Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 5,398.47
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 539.85
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 431.88
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 318.51
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 6,688.71
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 40 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : A.1.3(2) Provision of Survey Equipment for the Assistance to the Engineer

Unit of Measurement : lumpsum

Output per hour-As Submitted : 1.00
Output per hour-As Evaluated :

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:

A.1

Sub-Total for A.1- As Submitted PhP -

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

B.1
a. RTK Survey Equipment 1 PhP 1,500,000.00 PhP 1,500,000.00

Sub-Total for B.1 As Submitted PhP 1,500,000.00

Equipment

B.2

Sub-Total for B.2 As Evaluated

C.1 Total (A.1+B.1) - As Submitted PhP 1,500,000.00
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 1,500,000.00
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1

Sub-Total for F.1- As Submitted

Materials

F.2

Sub-Total for F.2- As Evaluated

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 1,500,000.00
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 0% of G.1 PhP -
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 0% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 0% of G.1 PhP -
I.2 Contractor's Profit(CP)-As Evaluated 0% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 75,000.00
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 1,575,000.00
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 41 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : B.7(2) Occupational Safety and Health Program

Unit of Measurement : lumpsum
Output per hour-As Submitted : 1.00
Output per hour-As Evaluated : 1.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:

A.1 a. Safety Practitioner/Officer (Part Time) 1 822.86 PhP 62.50 PhP 51,428.75
b. Health Personnel (Full Time) 1 1,440.00 PhP 35.00 PhP 50,400.00

Sub-Total for A.1- As Submitted PhP 101,828.75

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
B.1

Sub-Total for B.1 As Submitted

Equipment

B.2

Sub-Total for B.2 As Evaluated

C.1 Total (A.1+B.1) - As Submitted PhP 101,828.75
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 101,828.75
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials
a. Safety Helmet Man-day 13,792.57 PhP 0.25 PhP 3,411.30
b. Safety Shoes Man-day 13,424.67 PhP 2.77 PhP 37,221.26
F.1 c. Safety Vest Man-day 13,792.57 PhP 2.22 PhP 30,650.16
d. Working Gloves Man-day 13,792.57 PhP 7.67 PhP 105,743.05
Optional (if necessary)
Rain Coats (30% of the Duration) Man-day 4,141.91 PhP 0.34 PhP 1,390.09
Sub-Total for F.1- As Submitted PhP 178,415.87
Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 280,244.62
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 0% of G.1 PhP -
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 0% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 22,419.57
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 15,133.21
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 317,797.40
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 42 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : B.8(2) Traffic Management

Unit of Measurement : lumpsum
Output per hour-As Submitted : 1.00
Output per hour-As Evaluated : 1.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Laborer (Flagmen) 2 288.00 PhP 52.29 PhP 30,119.04
A.1
Considering 20% of Duration)

Sub-Total for A.1- As Submitted PhP 30,119.04

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
B.1

Sub-Total for B.1 As Submitted

Equipment

B.2

Sub-Total for B.2 As Evaluated

C.1 Total (A.1+B.1) - As Submitted PhP 30,119.04
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 30,119.04
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Road Work Ahead (T1-1) each-day 6.00 PhP 1,971.00 PhP 11,826.00
b. Roadwork on Side Road (T1-25) each-day 6.00 PhP 1,971.00 PhP 11,826.00
b. Road Machinery Ahead (T1-3) each-day 6.00 PhP 1,177.20 PhP 7,063.20
F.1
e. Workmen Ahead,Symbolic (T1-5) each-day 6.00 PhP 1,015.20 PhP 6,091.20
f. End Roadwork (T2-16,T2-17) each-day 2.00 PhP 1,971.00 PhP 3,942.00
g. Temporary Hazard Marker (T5-4) each-day 2.00 PhP 1,441.80 PhP 2,883.60
*Temporary Bollards (@ 5.0m apart) each-day 59.00 PhP 295.20 PhP 17,416.80

Sub-Total for F.1- As Submitted PhP 61,048.80

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 91,167.84
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 0% of G.1 PhP -
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 0% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 7,293.43
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 4,923.06
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 103,384.33
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 43 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : B.9 Mobilization/ Demobilization

Unit of Measurement : lumpsum
Output per hour-As Submitted : 1.00
Output per hour-As Evaluated : 1.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
A.1

Sub-Total for A.1- As Submitted PhP -

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

Lowbed Trailer with Prime Mover 1 16.00 PhP 2,290.00 PhP 36,640.00
Dump Truck (10 cu.m.) 2 16.00 PhP 1,420.00 PhP 45,440.00
Cargo Truck (5 Tons) 1 16.00 PhP 783.00 PhP 12,528.00
Cargo Truck (10 T, 270 Hp) 1 16.00 PhP 1,212.00 PhP 19,392.00
Water Truck (16000 lit.) 1 16.00 PhP 2,450.00 PhP 39,200.00
Backhoe w/ vibrohammer and pipe attachment 1 (To be loaded in Lowbed Trailer)
Backhoe w/ Pavement Breaker (0.80 cu.m.) 1 (To be loaded in Lowbed Trailer)
One Bagger Mixer 1 (To be loaded in Lowbed Trailer)
Welding Machine 1 (To be loaded in Lowbed Trailer)
Concrete Vibrator 1 (To be loaded in Lowbed Trailer)
B.1
Diamond Drill Machine (CP-8) 1 (To be loaded in Lowbed Trailer)
Demolition Hammer (Breaker) 1 (To be loaded in Lowbed Trailer)
Generator Set 5 KVA 1 (To be loaded in Lowbed Trailer)
Bar Cutter 1 (To be loaded in Lowbed Trailer)
Bar Bender 1 (To be loaded in Lowbed Trailer)
Applicator Machine 1 (To be loaded in Lowbed Trailer)
Kneeding Machine 1 (To be loaded in Lowbed Trailer)
Corn Drilling Machine, CP-55A 1 (To be loaded in Lowbed Trailer)
Chain Block w/ Belt 1 (To be loaded in Lowbed Trailer)
Hydraulic Jack 10T 1 (To be loaded in Lowbed Trailer)

Sub-Total for B.1 As Submitted PhP 153,200.00

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 153,200.00
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 153,200.00
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials
F.1

Sub-Total for F.1- As Submitted PhP -

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 153,200.00
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 0% of G.1 PhP -
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 0% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 0% of G.1 PhP -
I.2 Contractor's Profit(CP)-As Evaluated 0% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 7,660.00
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 160,860.00
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:
 Page 44 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 45 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 103(1)a Structure Excavation (Common Soil)

Unit of Measurement : cu.m.
Output per hour-As Submitted : 20.00
Output per hour-As Evaluated : 20.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1
b. Laborer 3 1.00 PhP 52.29 PhP 156.87

Sub-Total for A.1- As Submitted PhP 250.58

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Dump Truck (10 cu.m.) 2 1.00 PhP 1,420.00 PhP 2,840.00
b. Backhoe (0.80 cu.m.) 1 1.00 PhP 1,537.00 PhP 1,537.00
B.1 Minor Tools (10% of Labor) PhP 25.06

Sub-Total for B.1 As Submitted PhP 4,402.06

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 4,652.64
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 20.00
D.2 Output per hour- As Evaluated PhP 20.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 232.63
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1

Sub-Total for F.1- As Submitted PhP -

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 232.63
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 23.26
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 18.61
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 13.73
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 288.23
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 46 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 101(1) Removal of Structures and Obstruction

Unit of Measurement : lumpsum Qty: 144.00 cu.m
Output per hour-As Submitted : 1.00 Output/hr: 10.00 cu.m/hr
Output per hour-As Evaluated : 1.00 Duration: 14.40 hrs
Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)
Labor:
a. Construction Foreman 1 14.40 PhP 93.71 PhP 1,349.42
A.1
b. Laborer 2 14.40 PhP 52.29 PhP 1,505.95

Sub-Total for A.1- As Submitted PhP 2,855.38

Labor `

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Backhoe w/ Pavement Breaker (0.80 cu.m.) 0.5 1 7.20 PhP 1,998.10 PhP 14,386.32
b. Backhoe (0.8 cu.m) -for loading 0.5 1 7.20 PhP 1,537.00 PhP 11,066.40
B.1
c. Dump Truck (12 cu. Yds.) 1 1 14.40 PhP 1,420.00 PhP 20,448.00
Minor Tools (10% of Labor) PhP 285.54

Sub-Total for B.1 As Submitted PhP 46,186.26

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 49,041.64
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated PhP 1.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 49,041.64
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1

Sub-Total for F.1- As Submitted PhP -

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 49,041.64
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 4,904.16
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 3,923.33
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 2,893.46
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 60,762.59
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

 Page 47 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Engineer II Engineer III
 Page 48 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 605(6)e2 Hazard Markers, Chevron Signs (600mm x 800mm)

Unit of Measurement : each
Output per hour-As Submitted : 1.00
Output per hour-As Evaluated : 1.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 PhP 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 1 PhP 1.00 PhP 67.74 PhP 67.74
c. Laborer 2 PhP 1.00 PhP 52.29 PhP 104.58

Sub-Total for A.1- As Submitted PhP 266.03

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Cargo Truck (5T) 1 0.25 PhP 783.00 PhP 195.75
B.1 Minor Tools (10% of Labor Cost) PhP 26.60

Sub-Total for B.1 As Submitted PhP 222.35

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 488.38
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 488.38
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials
a. Cement bag 0.48 PhP 292.07 PhP 140.19
b. Sand cu.m. 0.03 PhP 720.40 PhP 18.01
c. Gravel cu.m. 0.05 PhP 755.74 PhP 37.79
d. Good Lumber - 4 uses bd.ft. 8.00 PhP 34.00 PhP 272.00
e. 75mm dia. GI Pipe m 3.45 PhP 441.67 PhP 1,523.75
f. G.I. Flat Bar, 1 1/2"x1/8" kg. 5.00 PhP 48.00 PhP 240.00
F.1
g. G.I. Bolts w/ Nuts & Washer, 5mm Ø pc. 3.00 PhP 10.00 PhP 30.00
h. G.I. Bolts w/ Nuts & Washer, 2mm Ø pc. 12.00 PhP 10.00 PhP 120.00
i. Sign Face, 3mm thk. Aluminum Sheet (Hazard Marker) pc. 2.00 PhP 5,230.00 PhP 10,460.00
j. CWN (Assorted) (1 kg./100 bd.ft. of Lumber) kg. 0.08 PhP 65.00 PhP 5.20
Miscellaneous (0.2% of Materials) PhP 25.69

Sub-Total for F.1- As Submitted PhP 12,872.63

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 13,361.01
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 1,336.10
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 1,068.88
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 788.30
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 16,554.29
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:
 Page 49 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 50 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 101(8) Removal of Existing Guardrails

Unit of Measurement : ln.m
Output per hour-As Submitted : 30.00
Output per hour-As Evaluated : 30.00
Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)
Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1
b. Laborer 2 1.00 PhP 52.29 PhP 104.58

Sub-Total for A.1- As Submitted PhP 198.29

Labor `

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

a. Backhoe (0.8 cu.m) 1 0.50 PhP 1,537.00 PhP 768.50

B.1
b. Cargo Truck 1 0.50 PhP 783.00 PhP 391.50

Sub-Total for B.1 As Submitted PhP 1,160.00

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 1,358.29
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 30.00
D.2 Output per hour- As Evaluated PhP 30.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 45.28
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1

Sub-Total for F.1- As Submitted PhP -

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 45.28
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 4.53
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 3.62
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 2.67
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 56.10
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

 Page 51 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Engineer II Engineer III
 Page 52 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 101(10) Removal of Existing Road Signs

Unit of Measurement : ea
Output per hour-As Submitted : 1.00
Output per hour-As Evaluated : 1.00
Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)
Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1
b. Laborer 2 1.00 PhP 52.29 PhP 104.58

Sub-Total for A.1- As Submitted PhP 198.29

Labor `

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

a. Backhoe (0.8 cu.m) 1 0.50 PhP 1,537.00 PhP 768.50

B.1
b. Cargo Truck 1 0.50 PhP 783.00 PhP 391.50

Sub-Total for B.1 As Submitted PhP 1,160.00

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 1,358.29
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated PhP 1.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 1,358.29
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1

Sub-Total for F.1- As Submitted PhP -

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 1,358.29
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 135.83
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 108.66
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 80.14
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 1,682.92
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

 Page 53 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Engineer II Engineer III
 Page 54 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 401(5) Pedestrian Railings

Unit of Measurement : lumpsum Quantity = 3,500.00 ln.m. @ 5m/span
Output per hour-As Submitted : 1.00 Span= 700.00 spans
Output per hour-As Evaluated : 1.00 Output = 1.25 Span/hr
Duration = 2,800.00 hr.
Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)
Labor:
a. Construction Foreman 1 2,800.00 PhP 93.71 PhP 262,388.00
A.1 b. Skilled Laborer 1 2,800.00 PhP 67.74 PhP 189,672.00
c. Laborer 2 2,800.00 PhP 52.29 PhP 292,824.00

Sub-Total for A.1- As Submitted PhP 744,884.00

Labor `

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

a. Welding Machine, Gas/Diesel Driven 1 2,800.00 PhP 371.00 PhP 1,038,800.00

B.1
b. Cargo Truck (2-5MT) 1 280.00 PhP 783.00 PhP 219,240.00
Minor Tools (10% of labor cost) PhP 74,488.40

Sub-Total for B.1 As Submitted PhP 1,332,528.40

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 2,077,412.40
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated PhP 1.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 2,077,412.40
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. 2"Ø G.I. Pipe, Schedule 40 ln.m. 8,890.00 PhP 1,400.00 PhP 2,074,333.33
F.1
b. 16mm x 16mm square bars kg. 21,105.00 PhP 50.00 PhP 1,055,250.00
c. Welding Rods kg. 1,389.30 PhP 80.00 PhP 111,144.00

Sub-Total for F.1- As Submitted PhP 3,240,727.33

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 5,318,139.73
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 531,813.97
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 425,451.18
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 313,770.24
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 6,589,175.12
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

 Page 55 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Engineer II Engineer III
 Page 56 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 405(1)a3 Structural Concrete (Class A, 20.68Mpa, 28 days)

Unit of Measurement : cu.m.
Output per hour-As Submitted : 1.40
Output per hour-As Evaluated : 1.40

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
b. Skilled Laborer 4 1.00 PhP 67.74 PhP 270.96
c. Laborer 8 1.00 PhP 52.29 PhP 418.32
A.1
Installation/Removal of Formworks
a. Skilled Laborer 4 1.00 PhP 67.74 PhP 270.96
b. Laborer 8 1.00 PhP 52.29 PhP 418.32

Sub-Total for A.1- As Submitted PhP 1,472.27

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. One Bagger Mixer 1 1.00 PhP 172.00 PhP 172.00
b. Concrete Vibrator 1 1.00 PhP 91.25 PhP 91.25
B.1
c. Water Truck (16000 L) 1 0.10 PhP 2,450.00 PhP 245.00
Minor Tools (5% of Labor Cost) PhP 73.61

Sub-Total for B.1 As Submitted PhP 581.86

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 2,054.13
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.40
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 1,467.24
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials
a. Good Lumber - 4 uses bd.ft. 70.00 PhP 34.00 PhP 595.00
b. Marine Plywood (1/2 x 4' x 8') - 4 uses pc. 1.60 PhP 680.00 PhP 272.00
c. CWN (Assorted) (1kg.100 bd.ft. of Lumber) kg. 0.70 PhP 65.00 PhP 45.50
F.1
d. Cement bag 9.50 PhP 292.07 PhP 2,774.67
e. Sand cu.m. 0.50 PhP 720.40 PhP 360.20
f. Gravel cu.m. 1.00 PhP 755.74 PhP 755.74

Sub-Total for F.1- As Submitted PhP 4,803.11

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 6,270.35
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 627.03
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 501.63
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 369.95
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 7,768.96
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

 Page 57 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Engineer II Engineer III
 Page 58 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 607(3)b Internally Illuminated (Solar) Pavement Levelled Marker/Stud Flush Type, Bi-Directional
Unit of Measurement : each
Output per hour-As Submitted : 4.00
Output per hour-As Evaluated : 4.00
Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)
Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 2 1.00 PhP 67.74 PhP 135.48
b. Laborer 2 1.00 PhP 52.29 PhP 104.58

Sub-Total for A.1- As Submitted PhP 333.77

Labor `

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Diamond Drilling Machine (CP-8) 1 0.30 201.25 60.38
b. Demolition Hammer (Breaker) 1 0.25 129.38 32.35
B.1 c. Generator Set, 5 kVA 1 1.00 134.79 134.79
d. Cargo Service Truck (2-5 tons) 1 0.25 783.00 195.75
Minor Tools (10% of Labor Cost) 33.38

Sub-Total for B.1 As Submitted PhP 456.64

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 790.41
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 4.00
D.2 Output per hour- As Evaluated PhP 4.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 197.60
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Solar Pavement Levelled Marker/Stud type G105, 122mm pc. 1 PhP 7,050.00 PhP 7,050.00
diameter x 45mm depth (Available color: green, blue, white
red and yellow) - with delivery cost
F.1
c. Concrete epoxy A & B gal. 0.016 PhP 450.00 PhP 7.20
d. Diamond core bit pc. 0.002 PhP 19,597.00 PhP 39.19
e. Connection End BI-1 li. 0.01 PhP 6,031.00 PhP 60.31
Miscellaneous (1% of materials) PhP 71.57

Sub-Total for F.1- As Submitted PhP 7,228.27

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 7,425.87
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 742.59
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 594.07
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 438.13
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 9,200.66
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

 Page 59 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 60 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 605(1)c1 Warning Signs (600mm, W1-3A, Horizontal Alignment Curve L or R)
Unit of Measurement : each
Output per hour-As Submitted : 1.00
Output per hour-As Evaluated : 1.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 1 1.00 PhP 67.74 PhP 67.74
c. Laborer 2 1.00 PhP 52.29 PhP 104.58

Sub-Total for A.1- As Submitted 266.03

Labor

A.2

Sub-Total for A.2- As Evaluated -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Cargo Truck (2-5mt.) 1 0.25 PhP 783.00 PhP 195.75
B.1
Minor Tools (10% of Labor Cost) 26.60

Sub-Total for B.1 As Submitted 222.35

Equipment

B.2

Sub-Total for B.2 As Evaluated -

C.1 Total (A.1+B.1) - As Submitted 488.38
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted 1.00
D.2 Output per hour- As Evaluated 1.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted 488.38
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Cement bag 0.480 PhP 292.07 PhP 140.19

b. Sand cu.m. 0.025 PhP 720.40 PhP 18.01
c. Gravel cu.m. 0.050 PhP 755.74 PhP 37.79
d. Good Lumber - 4 uses bd.ft. 8.000 PhP 34.00 PhP 68.00
e. 75mm dia. GI Pipe m. 3.100 PhP 2,650.00 PhP 1,369.17
F.1
f. Plate kg. 2.000 PhP 46.97 PhP 93.94
g. Bolts, 5mm dia. pc. 12.000 PhP 10.00 PhP 120.00
i. Sign Face, 3mm thk. Aluminum Sheet (60cm Warning Sign) pc. 1.000 PhP 7,500.00 PhP 7,500.00
j. CWN (Assorted) (1kg/100 bd.ft. lumber) kg. 0.080 PhP 65.00 PhP 5.20

Sub-Total for F.1- As Submitted 9,352.30

Materials

F.2

Sub-Total for F.2- As Evaluated -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted 9,840.68
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 984.07
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 787.25
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) 580.60
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) 12,192.60
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) -

Prepared by: Checked/Reviewed by:

 Page 61 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 62 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 605(3)a1 Guide or Information Signs (G1-1, Advance Direction Signs Stack Signs)
Unit of Measurement : each
Output per hour-As Submitted : 1.00
Output per hour-As Evaluated : 1.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 1 1.00 PhP 67.74 PhP 67.74
c. Laborer 2 1.00 PhP 52.29 PhP 104.58

Sub-Total for A.1- As Submitted 266.03

Labor

A.2

Sub-Total for A.2- As Evaluated -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Cargo Truck (2-5mt.) 1 0.25 PhP 783.00 PhP 195.75
B.1
Minor Tools (10% of Labor Cost) 26.60

Sub-Total for B.1 As Submitted 222.35

Equipment

B.2

Sub-Total for B.2 As Evaluated -

C.1 Total (A.1+B.1) - As Submitted 488.38
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted 1.00
D.2 Output per hour- As Evaluated 1.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted 488.38
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Cement bag 1.320 PhP 292.07 PhP 385.53

b. Sand cu.m. 0.073 PhP 720.40 PhP 52.59
c. Gravel cu.m. 0.145 PhP 755.74 PhP 109.58
d. Good Lumber - 4 uses bd.ft. 8.000 PhP 34.00 PhP 68.00
F.1 e. 75mm dia. GI Pipe m. 3.100 PhP 2,650.00 PhP 8,215.00
f. Plate kg. 2.000 PhP 46.97 PhP 93.94
g. Bolts, 5mm dia. pc. 12.000 PhP 10.00 PhP 120.00
i. Sign Face, 3mm thk. Aluminum Sheet, (1219mm x 1828mm Informative Sign pc. 1.000 PhP 20,900.00 PhP 20,900.00
j. CWN (Assorted) kg. 0.080 PhP 65.00 PhP 5.20

Sub-Total for F.1- As Submitted 29,949.84

Materials

F.2

Sub-Total for F.2- As Evaluated -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted 30,438.23
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 3,043.82
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 2,435.06
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) 1,795.86
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) 37,712.96
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) -

Prepared by: Checked/Reviewed by:

 Page 63 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 64 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 403(6) Structural Steel, Painting Works

Unit of Measurement : sq.m.
Output per hour-As Submitted : 2.00
Output per hour-As Evaluated : 2.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
b. Skilled Laborer 2 1.00 PhP 67.74 PhP 135.48
A.1 c. Laborer 1 1.00 PhP 52.29 PhP 52.29

Sub-Total for A.1- As Submitted PhP 281.48

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment

B.1
Minor Tools (10% of Labor Cost) PhP 28.15

Sub-Total for B.1 As Submitted PhP 28.15

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 309.63
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 2.00
D.2 Output per hour- As Evaluated PhP 2.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 154.82
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials
a. Red Oxide Primer gal 0.040 PhP 400.00 PhP 16.00
b. Enamel Paint gal 0.100 PhP 521.00 PhP 52.10
F.1 c. Paint Thinner L 0.250 PhP 275.00 PhP 68.75
Miscellaneous (2% of Materials) PhP 2.74

Sub-Total for F.1- As Submitted PhP 139.59

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 294.41
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 29.44
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 23.55
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 17.37
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 364.77
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:
 Page 65 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 66 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 404(1)a Reinforcing Steel (Grade 40)

Unit of Measurement : kg.
Output per hour-As Submitted : 180.00
Output per hour-As Evaluated : 180.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 2 1.00 PhP 67.74 PhP 135.48
c. Laborer 8 1.00 PhP 52.29 PhP 418.32

Sub-Total for A.1- As Submitted PhP 647.51

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Bar Cutter 1 0.50 PhP 219.75 PhP 109.88
B.1 b. Bar Bender 1 0.50 PhP 351.50 PhP 175.75
c. Cargo Truck (10 T, 270 Hp) 1 0.15 PhP 1,212.00 PhP 181.80

Sub-Total for B.1 As Submitted PhP 467.43

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 1,114.94
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 180.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 6.19
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials
a. Tie Wire (2% of RSB) kg. 0.02 PhP 60.00 PhP 1.26
F.1 b. Reinforcing Steel, Grade 40 kg. 1.05 PhP 43.61 PhP 45.79
(w/ 5% Wastage)

Sub-Total for F.1- As Submitted PhP 47.05

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 53.24
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 5.32
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 4.26
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 3.14
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 65.96
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 67 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 405(6) Structural Concrete, Painting Works

Unit of Measurement : sq.m.
Output per hour-As Submitted : 8.00
Output per hour-As Evaluated : 8.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
b. Skilled Laborer 6 1.00 PhP 67.74 PhP 406.44
A.1 c. Laborer 3 1.00 PhP 52.29 PhP 156.87

Sub-Total for A.1- As Submitted PhP 657.02

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Cargo Truck (5 Tons) 1 1.00 PhP 783.00 PhP 783.00
B.1
Minor Tools (10% of Labor Cost) PhP 65.70

Sub-Total for B.1 As Submitted PhP 848.70

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 1,505.72
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 8.00
D.2 Output per hour- As Evaluated PhP 8.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 188.22
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials
a. Epoxy Paint Primer liter 0.320 PhP 545.00 PhP 174.40
b. Reflectorized Traffic Paint (Yellow) liter 0.160 PhP 495.00 PhP 79.20
F.1 c. Reflectorized Traffic Paint (Black) liter 0.160 PhP 495.00 PhP 79.20
Miscellaneous (2% of Materials) PhP 6.66

Sub-Total for F.1- As Submitted PhP 339.46

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 527.68
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 52.77
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 42.21
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 31.13
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 653.79
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:
 Page 68 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

CIANNE LYNNE M. CHILAM PATRICK B. CERILO
Engineer II Engineer III
 Page 69 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 612(1) Reflectorized Thermoplastic Pavement Markings (White)

Unit of Measurement : sq.m.
Output per hour-As Submitted : 25.00
Output per hour-As Evaluated : 25.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
b. Skilled Laborer 2 1.00 PhP 67.74 PhP 135.48
A.1 c. Laborer 6 1.00 PhP 52.29 PhP 313.74

Sub-Total for A.1- As Submitted PhP 542.93

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Cargo Truck (5 Tons) 1 1.00 PhP 783.00 PhP 783.00
b. Applicator Machine 1 1.00 PhP 93.75 PhP 93.75
B.1
c. Kneading Machine 1 1.00 PhP 187.50 PhP 187.50
Minor Tools (10% of Labor Cost) PhP 54.29

Sub-Total for B.1 As Submitted PhP 1,118.54

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 1,661.47
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 25.00
D.2 Output per hour- As Evaluated PhP 25.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 66.46
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials
a. Thermoplastic Paint (White) bag 0.325 PhP 1,721.00 PhP 559.33
b. Glass Beads bag 0.033 PhP 890.00 PhP 29.37
c. Primer liter 0.120 PhP 130.00 PhP 15.60
d. LPG (50kg.) 50 cyl. 0.004 PhP 3,750.00 PhP 15.00
F.1
e. LPG (12kg.) 12 cyl. 0.002 PhP 900.00 PhP 1.80
f. Calsumine kg. 0.125 PhP 3.00 PhP 0.38
Minor Tools (5% of Materials) PhP 31.07

Sub-Total for F.1- As Submitted PhP 652.54

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 719.00
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 71.90
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 57.52
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 42.42
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 890.84
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 70 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 612(2) Reflectorized Thermoplastic Pavement Markings (Yellow)

Unit of Measurement : sq.m.
Output per hour-As Submitted : 25.00
Output per hour-As Evaluated : 25.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 2 1.00 PhP 67.74 PhP 135.48
c. Laborer 6 1.00 PhP 52.29 PhP 313.74

Sub-Total for A.1- As Submitted PhP 542.93

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Cargo Truck (5 Tons) 1 1.00 PhP 783.00 PhP 783.00
b. Applicator Machine 1 1.00 PhP 93.75 PhP 93.75
B.1
c. Kneading Machine 1 1.00 PhP 187.50 PhP 187.50
Minor Tools (10% of Labor Cost) PhP 54.29

Sub-Total for B.1 As Submitted PhP 1,118.54

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 1,661.47
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 25.00
D.2 Output per hour- As Evaluated PhP 25.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 66.46
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Thermoplastic Paint (White) bag 0.325 PhP 1,721.00 PhP 559.33

b. Glass Beads bag 0.033 PhP 890.00 PhP 29.37
c. Primer liter 0.120 PhP 130.00 PhP 15.60
F.1
d. LPG (50kg.) 50 cyl. 0.004 PhP 3,750.00 PhP 15.00
e. LPG (12kg.) 12 cyl. 0.002 PhP 900.00 PhP 1.80
f. Calsumine kg. 0.125 PhP 3.00 PhP 0.38
Minor Tools (5% of Materials) PhP 31.07

Sub-Total for F.1- As Submitted PhP 652.54

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 719.00
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 71.90
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 57.52
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 42.42
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 890.84
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 71 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 624(8) Solar Led Street Light

Unit of Measurement : each
Output per hour-As Submitted : 1.00
Output per hour-As Evaluated : 1.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 PhP 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 1 PhP 1.00 PhP 67.74 PhP 67.74
c. Laborer 2 PhP 1.00 PhP 52.29 PhP 104.58

Sub-Total for A.1- As Submitted PhP 266.03

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Cargo Truck (5T) 1 0.25 PhP 783.00 PhP 195.75
B.1 Minor Tools (10% of Labor Cost) PhP 26.60

Sub-Total for B.1 As Submitted PhP 222.35

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 488.38
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 488.38
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials
CONCRETE PEDESTAL
a. Cement bag 1.14 PhP 292.07 PhP 332.96
b. Sand cu.m. 0.10 PhP 720.40 PhP 72.04
c. Gravel cu.m. 0.14 PhP 755.74 PhP 105.80
d. Good Lumber - 4 uses bd.ft. 2.38 PhP 34.00 PhP 80.92
e. CWN (Assorted) (1 kg./100 bd.ft. of Lumber) kg. 0.08 PhP 65.00 PhP 5.20
POST
a. 75mm dia. GI Pipe pc 1.00 PhP 2,650.00 PhP 2,650.00
b. Plate (25mm thk) kg 1.00 PhP 46.97 PhP 46.97
c. Bolts, 25mm dia. pc 4.00 PhP 35.00 PhP 140.00
F.1 d. Reinforcing Steel, Grade 40 kg 43.32 PhP 43.61 PhP 1,889.19
f. Tie Wire kg 0.43 PhP 60.00 PhP 25.99
SOLAR PANEL
a. 60WATTS Integrated (All in One) SOLAR LED Streetlights
with MONOCHRYSTALLINE SOLAR PANEL 12V 60W
5600-6000LM Lithium 36AH Battery each 1.00 PhP 50,528.00 PhP 50,528.00
Miscellaneous (0.1% of Materials) PhP 559
SINGLE ARM Steel Tapered Lamp Post with 8.0m Mounting Ht.
With base plate zinc electro Plated coating with red lead and
aluminum paint, anchor bolts and washers each 1.00

Sub-Total for F.1- As Submitted PhP 56,435.58

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 56,923.96
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 5,692.40
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 4,553.92
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 3,358.51
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 70,528.79
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:
 Page 72 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 Page 73 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item no./Description : 637(2) Safety Roller Barrier System

Unit of Measurement : ln.m.
Output per hour-As Submitted : 1.30
Output per hour-As Evaluated : 1.30

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 2 1.00 PhP 67.74 PhP 135.48
c. Laborer 6 1.00 PhP 52.29 PhP 313.74

Sub-Total for A.1- As Submitted PhP 542.93

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Backhoe w/ vibrohammer and pipe attachment 1 0.20 PhP 1,598.40 PhP 319.68
b. Corn Drilling Machine, CP-55A 1 0.40 PhP 185.00 PhP 74.00
c. Chain Block w/ Belt 1 0.20 PhP 100.00 PhP 20.00
B.1 d. Hydraulic Jack 10T 1 0.20 PhP 100.00 PhP 20.00
e. Cargo/Service Truck (9-10 Tons) 1 0.25 PhP 1,212.00 PhP 303.00
f. Welding Machine 1 0.05 PhP 371.00 PhP 18.55
Minor Tools (10% of Labor Cost) PhP 54.29

Sub-Total for B.1 As Submitted PhP 809.52

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 1,352.45
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 1.30
D.2 Output per hour- As Evaluated PhP 1.30
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 1,040.35
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Rotating Barrel 345mm x 240mm pc 4.000 PhP 13,000.00 PhP 52,000.00

b. Main Post 139.8mm x 2.2m x 4.5mm thk pc 1.000 PhP 8,570.21 PhP 8,570.21
c. Intermediate Post 139.5mm x 0.72mm x 4.5mm pc 1.000 PhP 3,834.04 PhP 3,834.04
d. Frame Rail 100mm x 80mm x 3.2mm thk lm 4.000 PhP 3,175.45 PhP 12,701.80
e. Stopper Board pc 4.000 PhP 850.00 PhP 3,400.00
f. Fastener 240mm x 85mm x 80mm x 4mm thk pc 4.000 PhP 1,240.43 PhP 4,961.72
g. Bolt 19mm x 150mm pc 2.000 PhP 225.53 PhP 451.06
F.1 h. Bolt 19mm x 60mm pc 12.000 PhP 180.43 PhP 2,165.16
i. Post Cap 139.8mm pc 2.000 PhP 225.53 PhP 451.06
j. Rail Sleeve 430mm x 70mm x 3mm thk pc 0.500 PhP 1,580.70 PhP 790.35
k. Bolt 19mm x 125mm pc 2.000 PhP 185.96 PhP 371.92
l. Check Washer 80mm x 80mm x 4mm thk pc 0.500 PhP 529.82 PhP 264.91
m. Diamond Core Bit pc 0.006 PhP 19,597.00 PhP 110.23
n. Welding Rod (1kg/ 5000 kg if steel) kg 0.050 PhP 108.25 PhP 5.41
o. Hauling/Handling Cost Miscellaneous lm 1.000 PhP 100.00 PhP 100.00
Miscellaneous (1% of Materials) PhP 90.18

Sub-Total for F.1- As Submitted PhP 90,268.05

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 91,308.40
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 9,130.84
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 7,304.67
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 5,387.20
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 113,131.11
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:
 Page 74 of 107
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

DETAILED UNIT PRICE ANALYSIS (DUPA)

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
Item no./Description : 101(3)b2 Removal of Structures/Obstruction (0.20m Thick, PCCP- Unreinforced)
Unit of Measurement : sq.m.
Output per hour-As Submitted : 39.00
Output per hour-As Evaluated : 39.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1
b. Laborer 2 1.00 PhP 52.29 PhP 104.58

Sub-Total for A.1- As Submitted PhP 198.29

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Backhoe w/ Pavement Breaker (0.80 cu.m.) 1 1.00 PhP 1,998.10 PhP 1,998.10
b. Payloader (1.50 cu.m.) 1 1.00 PhP 1,733.00 PhP 1,733.00
c. Dump Truck (10 cu.m.) 1 1.00 PhP 1,420.00 PhP 1,420.00
B.1 d. Concrete Saw, Blade Ø 14" (7.5Hp) 1 1.00 PhP 32.63 PhP 32.63
Minor Tools (10% of Labor)
Note: Assumed hauling distance is 3km. If actual hauling distance is shorter or longer than 3 km, the travel
time of dump truck will be adjusted accordingly based on the hauling cycle time analysis.

Sub-Total for B.1 As Submitted PhP 5,183.73

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 5,382.02
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 39.00
D.2 Output per hour- As Evaluated PhP 39.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 138.00
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials
a. Concrete Saw (Diamond blade 14") pc 0.00015 PhP 8,000.00 PhP 1.20
F.1

Sub-Total for F.1- As Submitted PhP 1.20

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 139.20
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 13.92
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 11.14
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 8.21
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 172.47
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III

Item no./Description : 101(4)a1 Removal of Structures and Obstruction (610mmØ RCPC)

Unit of Measurement : ln.m.
Output per hour-As Submitted : 6.00
Output per hour-As Evaluated : 6.00
Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)
Labor:

A.1
 a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1
b. Laborer 2 1.00 PhP 52.29 PhP 104.58

Sub-Total for A.1- As Submitted PhP 198.29

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Backhoe (0.80 cu.m.) 1 1.00 PhP 1,537.00 PhP 1,537.00
B.1 b. Boom Truck (2-5 mt.) 1 0.50 PhP 1,017.90 PhP 508.95
Minor Tools (10% of Labor) PhP 19.83

Sub-Total for B.1 As Submitted PhP 2,065.78

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 2,264.07
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 6.00
D.2 Output per hour- As Evaluated PhP 6.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 377.35
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1

Sub-Total for F.1- As Submitted PhP -

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 377.35
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 37.73
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 30.19
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 22.26
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 467.53
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
Item no./Description : 103(6)a Pipe Culverts and Drain Excavation (Common Soil)
Unit of Measurement : cu.m.
Output per hour-As Submitted : 20.00
Output per hour-As Evaluated : 20.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1
b. Laborer 3 1.00 PhP 52.29 PhP 156.87

Sub-Total for A.1- As Submitted PhP 250.58

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

 Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Backhoe (0.80 cu.m.) 2 1.00 PhP 1,537.00 PhP 3,074.00
B.1 b. Dump Truck (10 cu.m.) 1 1.00 PhP 1,420.00 PhP 1,420.00
Minor Tools (10% of Labor) PhP 25.06

Sub-Total for B.1 As Submitted PhP 4,519.06

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 4,769.64
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 20.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 238.48
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1

Sub-Total for F.1- As Submitted PhP -

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 238.48
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 23.85
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 19.08
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 14.07
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 295.48
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 40 70
X 57.5

32.8571428571429

Item no./Description : 311(1)c Portland Cement Concrete Pavement (Unreinforced) - 0.23m thick, 14 Days,
Unit of Measurement : sq.m.
Output per hour-As Submitted : 70.00
Output per hour-As Evaluated : 70.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 4 1.00 PhP 67.74 PhP 270.96
c. Laborer 12 1.00 PhP 52.29 PhP 627.48

Sub-Total for A.1- As Submitted PhP 992.15

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Transit Mixer ( 5 cu.m.) 4 1.00 PhP 1,318.00 PhP 5,272.00
b. Concrete Vibrator 2 1.00 PhP 91.25 PhP 182.50
c. Batching Plant (30 cu.m.) 1 1.00 PhP 1,759.50 PhP 1,759.50
d. Payloader (1.50 cu.m.), LX80-2C 1 1.00 PhP 1,733.00 PhP 1,733.00
e. Concrete Screeder (5.5 Hp) 1 1.00 PhP 545.00 PhP 545.00
B.1
f. Water Truck (16000 L) 1 1.00 PhP 2,450.00 PhP 2,450.00
g. Concrete Saw, Blade φ 14" (7.5 Hp) 1 1.00 PhP 32.63 PhP 32.63
h. Joint Sealer Machine 1 1.00 PhP 56.38 PhP 56.38
B.1

i. Bar Cutter, Single Phase 1 0.10 PhP 219.75 PhP 21.98

Minor Tools (5% of Labor Cost) PhP 49.61

Sub-Total for B.1 As Submitted PhP 12,102.59

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 13,094.74
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 70.00
D.2 Output per hour- As Evaluated PhP 70.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 187.07
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Reinforcing Steel kg. 0.43 #REF! #REF!

b. Curing Compound lit. 0.29 PhP 75.00 PhP 21.75
c. Asphalt Sealant lit. 0.12 PhP 78.00 PhP 9.36
d. Steel Forms (Rental) l.m. 0.46 PhP 170.00 PhP 78.20
F.1 e. Sand cu.m. 0.13 #REF! #REF!
f. Gravel cu.m. 0.23 #REF! #REF!
g. Cement bag 2.19 #REF! #REF!
h. Concrete Saw (diamond blade 14" φ) pc. 0.00015 PhP 8,000.00 PhP 1.20
i. Pipe Sleeve, 2" φ l.m. 0.0071 PhP 610.00 PhP 4.33
j. Grease/Tar lit. 0.0087 PhP 230.00 PhP 2.00

Sub-Total for F.1- As Submitted #REF!

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted #REF!
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 #REF!
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 #REF!
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) #REF!
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) #REF!
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 CONSTRUCTION OF SLOPE PROTECTION

Item no./Description : 103(1)a Structure Excavation (Common Soil)

Unit of Measurement : cu.m.
Output per hour-As Submitted : 20.00
Output per hour-As Evaluated : 20.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1
b. Laborer 3 1.00 PhP 52.29 PhP 156.87

Sub-Total for A.1- As Submitted PhP 250.58

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Dump Truck (10 cu.m.) 2 1.00 PhP 1,420.00 PhP 2,840.00
b. Backhoe (0.80 cu.m.) 1 1.00 PhP 1,537.00 PhP 1,537.00
B.1 Minor Tools (10% of Labor) PhP 25.06

Sub-Total for B.1 As Submitted PhP 4,402.06

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 4,652.64
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 20.00
D.2 Output per hour- As Evaluated PhP 20.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 232.63
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1

Sub-Total for F.1- As Submitted PhP -

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 232.63
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 23.26
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 18.61
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 13.73
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 288.23
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III

Item no./Description : 103(1)c Structure Excavation (Hard Rock)

Unit of Measurement : cu.m.
Output per hour-As Submitted : 4.00
Output per hour-As Evaluated : 4.00
 Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)
Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 1 1.00 PhP 67.74 PhP 67.74
c. Laborer 2 1.00 PhP 52.29 PhP 104.58

Sub-Total for A.1- As Submitted PhP 266.03

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Backhoe (0.80 cu.m.) 1 0.50 PhP 1,537.00 PhP 768.50
b. Backhoe w/ Breaker (0.80 cu.m.) 1 1.00 PhP 1,998.10 PhP 1,998.10
B.1
c. Dump Truck (10 cu.m.) 1 0.50 PhP 1,420.00 PhP 710.00
Minor Tools (10% of Labor) PhP 26.60

Sub-Total for B.1 As Submitted PhP 3,503.20

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 3,769.23
C.2 Total (A.2+B.2)- As Evaluated PhP -
D.1 Output per hour- As Submitted PhP 4.00
D.2 Output per hour- As Evaluated PhP 4.00
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 942.31
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated PhP -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

F.1

Sub-Total for F.1- As Submitted PhP -

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted PhP 942.31
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 PhP 94.23
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 PhP 75.38
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) PhP 55.60
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) PhP 1,167.52
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III

Item no./Description : 404(1)a Reinforcing Steel (Grade 40)

Unit of Measurement : kg.
Output per hour-As Submitted : 180.00
Output per hour-As Evaluated : 180.00

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 2 1.00 PhP 67.74 PhP 135.48
c. Laborer 8 1.00 PhP 52.29 PhP 418.32
A.1

Sub-Total for A.1- As Submitted PhP 647.51

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. Bar Cutter 1 0.50 PhP 219.75 PhP 109.88
B.1 b. Bar Bender 1 0.50 PhP 351.50 PhP 175.75
c. Cargo Truck (10 T, 270 Hp) 1 0.15 PhP 1,212.00 PhP 181.80

Sub-Total for B.1 As Submitted PhP 467.43

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 1,114.94
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 180.00
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 6.19
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Tie Wire (2% of RSB) kg. 0.02 PhP 60.00 PhP 1.26
F.1 b. Reinforcing Steel, Grade 40 kg. 1.05 #REF! #REF!
(w/ 5% Wastage)

Sub-Total for F.1- As Submitted #REF!

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted #REF!
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 #REF!
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 #REF!
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) #REF!
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) #REF!
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -

Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III

Item no./Description : 405(1)a3 Structural Concrete (Class A, 20.68Mpa, 28 days)

Unit of Measurement : cu.m.
Output per hour-As Submitted : 1.40
Output per hour-As Evaluated : 1.40

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 1.00 PhP 93.71 PhP 93.71
b. Skilled Laborer 4 1.00 PhP 67.74 PhP 270.96
c. Laborer 8 1.00 PhP 52.29 PhP 418.32
A.1
Installation/Removal of Formworks
a. Skilled Laborer 4 1.00 PhP 67.74 PhP 270.96
b. Laborer 8 1.00 PhP 52.29 PhP 418.32

Sub-Total for A.1- As Submitted PhP 1,472.27

Labor

A.2
A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. One Bagger Mixer 1 1.00 PhP 172.00 PhP 172.00
b. Concrete Vibrator 1 1.00 PhP 91.25 PhP 91.25
B.1
c. Water Truck (16000 L) 1 0.10 PhP 2,450.00 PhP 245.00
Minor Tools (5% of Labor Cost) PhP 73.61

Sub-Total for B.1 As Submitted PhP 581.86

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 2,054.13
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.40
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 1,467.24
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials
a. Lumber, Good - 4 uses bd.ft. 70.00 PhP 34.00 PhP 595.00
b. Marine Plywood (1/2 x 4' x 8') - 4 uses pc. 1.60 PhP 680.00 PhP 272.00
c. Assorted CWN (1kg.100 bd.ft. of Lumber) kg. 0.70 PhP 65.00 PhP 45.50
F.1 d. Cement bag 9.50 #REF! #REF!
e. Sand cu.m. 0.50 #REF! #REF!
f. Gravel cu.m. 1.00 #REF! #REF!

Sub-Total for F.1- As Submitted #REF!

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted #REF!
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 #REF!
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 #REF!
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) #REF!
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) #REF!
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III

Item no./Description : 505(2)a Grouted Riprap (Class A)

Unit of Measurement : cu.m.
Output per hour-As Submitted : 1.25
Output per hour-As Evaluated : 1.25

Designation No. of Person/s No. of hour/s Hourly Rate Amount(PhP)

Labor:
a. Construction Foreman 1 PhP 1.00 PhP 93.71 PhP 93.71
A.1 b. Skilled Laborer 2 PhP 1.00 PhP 67.74 PhP 135.48
c. Laborer 8 PhP 1.00 PhP 52.29 PhP 418.32

Sub-Total for A.1- As Submitted PhP 647.51

Labor

A.2

Sub-Total for A.2- As Evaluated PhP -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount(PhP)
Equipment
a. One Bagger Mixer 1 PhP 1.00 PhP 172.00 PhP 172.00
B.1 b. Water Truck (16,000 lit.) 1 PhP 0.05 PhP 2,450.00 PhP 122.50
Minor Tools (10% of Labor Cost) PhP 64.75
B.1

Sub-Total for B.1 As Submitted PhP 359.25

Equipment

B.2

Sub-Total for B.2 As Evaluated PhP -

C.1 Total (A.1+B.1) - As Submitted PhP 1,006.76
C.2 Total (A.2+B.2)- As Evaluated
D.1 Output per hour- As Submitted PhP 1.25
D.2 Output per hour- As Evaluated
E.1 Direct Unit Cost(C.1/D.1)- As Submitted PhP 805.41
E.2 Direct Unit Cost(C.2/D.2)- As Evaluated
Name and Specification Unit Quantity Unit Cost Amount (PhP)
Materials

a. Cement bag 3.00 #REF! #REF!

b. Sand cu.m. 0.25 #REF! #REF!
c. Gravel Fill cu.m. 0.02 #REF! #REF!
F.1
d. Weep Holes (PVC) l.m. 0.30 PhP 2,457.18 PhP 737.15
e. Filter Cloth sq.m. 0.02 PhP 170.00 PhP 2.55
f. Boulders (15-25 kg.) cu.m. 1.05 #REF! #REF!
Miscellaneous (1% of Materials) #REF!

Sub-Total for F.1- As Submitted #REF!

Materials

F.2

Sub-Total for F.2- As Evaluated PhP -

G.1 Direct Unit Cost(E.1+F.1)- As Submitted #REF!
G.2 Direct Unit Cost(E.2+F.2)- As Evaluated PhP -
H.1 Overhead, Contingencies & Miscellaneous(OCM)- As Submitted 10% of G.1 #REF!
H.2 Overhead, Contingencies & Miscellaneous(OCM)- As Evaluated 10% of G.2 PhP -
I.1 Contractor's Profit(CP)-As Submitted 8% of G.1 #REF!
I.2 Contractor's Profit(CP)-As Evaluated 8% of G.2 PhP -
J.1 Value Added Tax(VAT)-As Submitted 5% of (G.1+H.1+I.1) #REF!
J.2 Value Added Tax(VAT)-As Evaluated 5% of (G.2+H.2+I.2) PhP -
K.1 Total Unit Cost- As Submitted (G.1+H.1+I.1+J.1) #REF!
K.2 Total Unit Cost- As Evaluated (G.2+H.2+I.2+J.2) PhP -
Prepared by: Checked/Reviewed by:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer III
 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CORDILLERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City

PROGRAM OF WORK/ BUDGET COST

Project : Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239- FORM POW-2015-01-00
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road, K0301+(-905)-K0304+024(S00386LZ),
K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)

Project ID : Net Length : (a) Road

Location : Bokod and Kabayan, Benguet (b) Bridge
Station Limits : K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), (c) Others 10,829.00 ln.m.
K0318+(-466)-K0342+000(S00379LZ) Concrete Barrier Wall
Appropriation : P150,000,000.00 Target Start Date : UPON APPROVAL
Source of Fund : Total Project Duration : 180 CD
No. of Pre-determined Unworkable :
Days
Date Submitted: 1-May-21

AS SUBMITTED AS EVALUATED
DESCRIPTION OF WORKS TO BE DONE QUANTITY UNIT
% TOTAL TOTAL DIRECT COST % TOTAL TOTAL DIRECT COST

PhP 10,236,057.20
PART A FACILITIES FOR THE ENGINEER 8.73%

PhP 540,807.87
PART B OTHER GENERAL REQUIREMENTS 0.46%
(PLS. SEE FORM POW-
2015-01C-00) PhP 718,388.05
PART C EARTH WORK 0.61%
PhP 54,975,831.42
PART F BRIDGE CONSTRUCTION 46.91%
PART H MISCELLANEOUS STRUCTURES 43.28% PhP 50,724,951.84

PhP 117,196,036.38
Total 100%

EQUIPMENT: BREAKDOWN OF EXPENDITURES:

DESCRIPTION REQUIRED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED
1. Labor PhP 8,480,192.67 A. Total Direct Cost PhP 117,196,036.38

2. Materials PhP 99,892,058.01 B. OCM and Profit PhP 20,661,106.47

3. Rental of Equipment PhP 8,823,785.70 C. Value Added Tax PhP 6,892,857.15

4. Provisional Sum / Daywork D. Total Construction Cost PhP 144,750,000.00

(PLS. SEE FORM POW-2015-01B-00) 5. OCM and Profit PhP 20,661,106.47 E. Eng'g & Administrative Overhead, 3.5% PhP 5,250,000.00

6. Value Added Tax PhP 6,892,857.15 F. RROW Acquisition PhP -

7. EAO, 3.5% PhP 5,250,000.00 G. Physical Reserved (Contingency) PhP -
8. RROW Acquisition PhP - H. Provisional Sum / Daywork
9. Physical Reserved (Contingency) PhP -

10. TOTAL ESTIMATED COST PhP 150,000,000.00 H. TOTAL ESTIMATED COST PhP 150,000,000.00

Preparation and Submission: Evaluation: Approval: (based on the Delegated Authority)

Prepared by: Checked/Submitted by: Reviewed as to Unit Cost: Recommending Approval: Approved:

CIANNE LYNNE M. CHILAM PATRICK B. CERILO NELIA I. ANTONIO ARTHUR D. PASCUAL, JR. KHADAFFY D. TANGGOL
Engineer II Engineer III Chief, Maintenance Division Assistant Regional Director OIC-Regional Director
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CORDILLERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City

Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

FORM POW-2015-01A-0
ITEMIZED BREAKDOWN
DIRECT COST TOTAL UNIT COST
QTY % DIRECT COST
TOTAL UNIT COST (DIRECT+INDIRECT)
ITEM NO. DESCRIPTION UNIT
AS AS AS AS
AS EVALUATED AS SUBMITTED
SUBMITTED EVALUATED EVALUATED EVALUATED
AS SUBMITTED AS SUBMITTED AS SUBMITTED
PART A FACILITIES FOR THE ENGINEER

A.1.1(2) Construction of Combined Field Office and Laboratory Building for the Engineer 1.00 lumpsum PhP 8,000,000.00 PhP 8,000,000.00 PhP 9,912,000.00 41.51%

A.1.1(6) Provision of Combined Field Office, Laboratory and Living Quarters Building for the Engineer (Rental Basis) 6.00 month PhP 15,000.00 PhP 15,000.00 PhP 17,010.00 0.08%

A.1.1(11) Provision of Furnitures/Fixtures, Equipment and Appliances for the Field Office for the Engineers 1.00 lumpsum PhP 150,000.00 PhP 150,000.00 PhP 170,100.00 0.78%

A.1.1(15) Operation and Maintenance of Temporary Field Office, Laboratory and Living Quarters Building for the Engineer 6.00 month PhP 12,549.60 PhP 12,549.60 PhP 14,231.25 0.07%

A.1.2(2) Provision of 4x4 Pick Up Type Service Vehicle for the Engineer on Bare Rental Basis 6.00 month PhP 53,869.00 PhP 53,869.00 PhP 56,562.45 0.28%

A.1.2(5) Operation and Maintenance of 4x4 Pick Up Type Service Vehicle for the Engineer 6.00 month PhP 16,257.60 PhP 16,257.60 PhP 18,436.12 0.08%

A.1.3(2) Provision of Survey Equipment for the Assistance to the Engineer 1.00 lumpsum PhP 1,500,000.00 PhP 1,500,000.00 PhP 1,575,000.00 7.78%

TOTAL OF PART A PhP 9,747,676.20 PhP 9,747,676.20 PhP 11,763,339.82 50.57%

PART B OTHER GENERAL REQUIREMENTS

B.5 Project Billboard/ Signboard 3.00 ea. PhP 5,398.47 PhP 5,398.47 PhP 6,688.71 0.03%

B.7(2) Occupational Safety and Health Program 1.00 lumpsum PhP 280,244.62 PhP 280,244.62 PhP 317,797.40 1.45%

B.8(2) Traffic Management 1.00 lumpsum PhP 91,167.84 PhP 91,167.84 PhP 103,384.33 0.47%

B.9 Mobilization/ Demobilization 1.00 lumpsum PhP 153,200.00 PhP 153,200.00 PhP 160,860.00 0.79%

TOTAL OF PART B PhP 530,010.93 PhP 530,010.93 PhP 588,730.44 2.75%

PART C EARTH WORK

101(1) Removal of Structures and Obstruction 1.00 lumpsum PhP 49,041.64 PhP 49,041.64 PhP 60,762.59 0.25%

101(8) Removal of Existing Guardrails 350.00 ln.m PhP 45.28 PhP 45.28 PhP 56.10 0.00%

101(10) Removal of Existing Road Signs 36.00 ea PhP 1,358.29 PhP 1,358.29 PhP 1,682.92 0.01%
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CORDILLERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City

Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

FORM POW-2015-01A-0

103(1)a Structure Excavation (Common Soil) 2,598.96 cu.m. PhP 232.63 PhP 232.63 PhP 288.23 0.00%

TOTAL OF PART C PhP 50,677.84 PhP 50,677.84 PhP 62,789.84 0.26%

PART F BRIDGE CONSTRUCTION

401(5) Pedestrian Railings 1.00 lumpsum PhP 5,318,139.73 PhP 5,318,139.73 PhP 6,589,175.12 27.59%

403(6) Structural Steel, Painting Works 742.34 sq.m. PhP 294.41 PhP 294.41 PhP 364.77 0.00%

404(1)a Reinforcing Steel (Grade 40) 289,272.01 kg. PhP 53.24 PhP 53.24 PhP 65.96 0.00%

405(1)a3 Structural Concrete (Class A, 20.68Mpa, 28 days) 4,342.43 cu.m. PhP 6,270.35 PhP 6,270.35 PhP 7,768.96 0.03%

405(6) Structural Concrete, Painting Works 12,902.97 sq.m. PhP 527.68 PhP 527.68 PhP 653.79 0.00%

TOTAL OF PART F PhP 5,325,285.40 PhP 5,325,285.40 PhP 6,598,028.59 27.63%

PART H MISCELLANEOUS STRUCTURES

605(1)c1 Warning Signs (600mm, W1-3A, Horizontal Alignment Curve L or R) 193.00 each PhP 9,840.68 PhP 9,840.68 PhP 12,192.60 0.05%

605(3)a1 Guide or Information Signs (G1-1, Advance Direction Signs Stack Signs) 120.00 each PhP 30,438.23 PhP 30,438.23 PhP 37,712.96 0.16%

605(6)e2 Hazard Markers, Chevron Signs (600mm x 800mm) 308.00 each PhP 13,361.01 PhP 13,361.01 PhP 16,554.29 0.07%

607(3)b Internally Illuminated (Solar) Pavement Levelled Marker/Stud Flush Type, Bi-Directional 1,369.00 each PhP 7,425.87 PhP 7,425.87 PhP 9,200.66 0.04%

612(1) Reflectorized Thermoplastic Pavement Markings (White) 9,188.00 sq.m. PhP 719.00 PhP 719.00 PhP 890.84 0.00%

612(2) Reflectorized Thermoplastic Pavement Markings (Yellow) 1,253.00 sq.m. PhP 719.00 PhP 719.00 PhP 890.84 0.00%

624(8) Solar Led Street Light 90.00 each PhP 56,923.96 PhP 56,923.96 PhP 70,528.79 0.30%

637(2) Safety Roller Barrier System 200.00 ln.m. PhP 91,308.40 PhP 91,308.40 PhP 113,131.11 0.47%

TOTAL OF PART H PhP 210,736.15 PhP 210,736.15 PhP 261,102.10 1.09%

GRAND TOTAL PhP 15,864,386.52 PhP 15,864,386.52 PhP 19,273,990.78 82.31%

 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CORDILLERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

FORM POW-2015-01C-00

DETAILED BREAKDOWN OF COMPONENT COST FOR EACH ITEM

DIRECT COST TOTAL MARK-UP

ITEM NO. DESCRIPTION % QTY. UNIT 5% VAT TOTAL COST
MATERIAL LABOR EQUIPMENT TOTAL % VALUE
PART A FACILITIES FOR THE ENGINEER

AS SUBMITTED 1.00 PhP 8,000,000.00 PhP - PhP - PhP 8,000,000.00 18.00% PhP 1,440,000.00 PhP 472,000.00 PhP 9,912,000.00
Construction of Combined Field Office and Laboratory Building for the
A.1.1(2) lumpsum
Engineer
AS EVALUATED

AS SUBMITTED 6.00 PhP 90,000.00 PhP - PhP - PhP 90,000.00 8.00% PhP 7,200.00 PhP 4,860.00 PhP 102,060.00
Provision of Combined Field Office, Laboratory and Living Quarters Building
A.1.1(6) month
for the Engineer (Rental Basis)
AS EVALUATED

AS SUBMITTED 1.00 PhP 150,000.00 PhP - PhP - PhP 150,000.00 8.00% PhP 12,000.00 PhP 8,100.00 PhP 170,100.00
Provision of Furnitures/Fixtures, Equipment and Appliances for the Field
A.1.1(11) lumpsum
Office for the Engineers
AS EVALUATED

AS SUBMITTED 6.00 PhP - PhP 75,297.60 PhP - PhP 75,297.60 8.00% PhP 6,023.81 PhP 4,066.07 PhP 85,387.48
Operation and Maintenance of Temporary Field Office, Laboratory and
A.1.1(15) month
Living Quarters Building for the Engineer
AS EVALUATED

AS SUBMITTED 6.00 PhP - PhP - PhP 323,214.00 PhP 323,214.00 0.00% PhP - PhP 16,160.70 PhP 339,374.70
Provision of 4x4 Pick Up Type Service Vehicle for the Engineer on Bare
A.1.2(2) month
Rental Basis
AS EVALUATED

Operation and Maintenance of 4x4 Pick Up Type Service Vehicle for the AS SUBMITTED 6.00 PhP - PhP 97,545.60 PhP - PhP 97,545.60 8.00% PhP 7,803.65 PhP 5,267.46 PhP 110,616.71
A.1.2(5) month
Engineer AS EVALUATED

AS SUBMITTED 1.00 PhP - PhP - PhP 1,500,000.00 PhP 1,500,000.00 0.00% PhP - PhP 75,000.00 PhP 1,575,000.00
A.1.3(2) Provision of Survey Equipment for the Assistance to the Engineer lumpsum
AS EVALUATED

AS SUBMITTED PhP 8,240,000.00 PhP 172,843.20 PhP 1,823,214.00 PhP 10,236,057.20 PhP 1,473,027.46 PhP 585,454.23 PhP 12,294,538.89
TOTAL OF PART A
AS EVALUATED

PART B OTHER GENERAL REQUIREMENTS

AS SUBMITTED 3.00 PhP 15,554.19 PhP 641.22 PhP - PhP 16,195.41 18.00% PhP 2,915.17 PhP 955.53 PhP 20,066.11
B.5 Project Billboard/ Signboard ea.
AS EVALUATED

AS SUBMITTED 1.00 PhP 178,415.87 PhP 101,828.75 PhP - PhP 280,244.62 8.00% PhP 22,419.57 PhP 15,133.21 PhP 317,797.40
B.7(2) Occupational Safety and Health Program lumpsum
AS EVALUATED

AS SUBMITTED 1.00 PhP 61,048.80 PhP 30,119.04 PhP - PhP 91,167.84 8.00% PhP 7,293.43 PhP 4,923.06 PhP 103,384.33
B.8(2) Traffic Management lumpsum
AS EVALUATED

AS SUBMITTED 1.00 PhP - PhP - PhP 153,200.00 PhP 153,200.00 0.00% PhP - PhP 7,660.00 PhP 160,860.00
B.9 Mobilization/ Demobilization lumpsum
AS EVALUATED

AS SUBMITTED PhP 255,018.86 PhP 132,589.01 PhP 153,200.00 PhP 540,807.87 PhP 32,628.17 PhP 28,671.80 PhP 602,107.84
TOTAL OF PART B
AS EVALUATED

PART C EARTH WORK

AS SUBMITTED 1.00 PhP - PhP 2,855.38 PhP 46,186.26 PhP 49,041.64 18.00% PhP 8,827.50 PhP 2,893.46 PhP 60,762.60
101(1) Removal of Structures and Obstruction lumpsum
AS EVALUATED

AS SUBMITTED 350.00 PhP - PhP 2,313.38 PhP 13,533.33 PhP 15,846.71 18.00% PhP 2,852.41 PhP 934.96 PhP 19,634.08
101(8) Removal of Existing Guardrails ln.m
AS EVALUATED

AS SUBMITTED 36.00 PhP - PhP 7,138.44 PhP 41,760.00 PhP 48,898.44 18.00% PhP 8,801.72 PhP 2,885.01 PhP 60,585.17
101(10) Removal of Existing Road Signs ea
AS EVALUATED

AS SUBMITTED 2,598.96 PhP - PhP 32,562.37 PhP 572,038.89 PhP 604,601.26 18.00% PhP 108,828.23 PhP 35,671.47 PhP 749,100.96
103(1)a Structure Excavation (Common Soil) cu.m.
AS EVALUATED

AS SUBMITTED PhP - PhP 44,869.57 PhP 673,518.48 PhP 718,388.05 PhP 129,309.86 PhP 42,384.90 PhP 890,082.81
TOTAL OF PART C
AS EVALUATED
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CORDILLERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

FORM POW-2015-01C-00

DETAILED BREAKDOWN OF COMPONENT COST FOR EACH ITEM

DIRECT COST TOTAL MARK-UP

ITEM NO. DESCRIPTION % QTY. UNIT 5% VAT TOTAL COST
MATERIAL LABOR EQUIPMENT TOTAL % VALUE

PART F BRIDGE CONSTRUCTION

AS SUBMITTED 1.00 PhP 3,240,727.33 PhP 744,884.00 PhP 1,332,528.40 PhP 5,318,139.73 18.00% PhP 957,265.15 PhP 313,770.24 PhP 6,589,175.12
401(5) Pedestrian Railings lumpsum
AS EVALUATED

AS SUBMITTED 742.34 PhP 103,623.24 PhP 104,476.93 PhP 10,448.44 PhP 218,548.61 18.00% PhP 39,338.75 PhP 12,894.37 PhP 270,781.73
403(6) Structural Steel, Painting Works sq.m.
AS EVALUATED

AS SUBMITTED 289,272.01 PhP 13,610,248.07 PhP 1,040,591.77 PhP 751,191.20 PhP 15,402,031.04 18.00% PhP 2,772,365.59 PhP 908,719.83 PhP 19,083,116.46
404(1)a Reinforcing Steel (Grade 40) kg.
AS EVALUATED

AS SUBMITTED 4,342.43 PhP 20,857,168.96 PhP 4,566,592.44 PhP 1,804,775.94 PhP 27,228,537.34 18.00% PhP 4,901,136.72 PhP 1,606,483.70 PhP 33,736,157.76
405(1)a3 Structural Concrete (Class A, 20.68Mpa, 28 days) cu.m.
AS EVALUATED

AS SUBMITTED 12,902.97 PhP 4,380,042.20 PhP 1,059,688.67 PhP 1,368,843.83 PhP 6,808,574.70 18.00% PhP 1,225,543.45 PhP 401,705.91 PhP 8,435,824.06
405(6) Structural Concrete, Painting Works sq.m.
AS EVALUATED

AS SUBMITTED PhP 42,191,809.80 PhP 7,516,233.81 PhP 5,267,787.81 PhP 54,975,831.42 PhP 9,895,649.66 PhP 3,243,574.05 PhP 68,115,055.13
TOTAL OF PART F
AS EVALUATED

PART H MISCELLANEOUS STRUCTURES

AS SUBMITTED 193.00 PhP 1,804,993.37 PhP 51,343.79 PhP 42,914.13 PhP 1,899,251.29 18.00% PhP 341,865.23 PhP 112,055.83 PhP 2,353,172.35
605(1)c1 Warning Signs (600mm, W1-3A, Horizontal Alignment Curve L or R) each
AS EVALUATED

AS SUBMITTED 120.00 PhP 3,593,981.27 PhP 31,923.60 PhP 26,682.36 PhP 3,652,587.23 18.00% PhP 657,465.70 PhP 215,502.65 PhP 4,525,555.58
605(3)a1 Guide or Information Signs (G1-1, Advance Direction Signs Stack Signs) each
AS EVALUATED

AS SUBMITTED 308.00 PhP 3,964,770.04 PhP 81,937.24 PhP 68,483.80 PhP 4,115,191.08 18.00% PhP 740,734.39 PhP 242,796.27 PhP 5,098,721.74
605(6)e2 Hazard Markers, Chevron Signs (600mm x 800mm) each
AS EVALUATED

AS SUBMITTED 1,369.00 PhP 9,895,501.63 PhP 114,232.78 PhP 156,285.04 PhP 10,166,019.45 18.00% PhP 1,829,883.50 PhP 599,795.15 PhP 12,595,698.10
Internally Illuminated (Solar) Pavement Levelled Marker/Stud Flush Type,
607(3)b each
Bi-Directional
AS EVALUATED

AS SUBMITTED 9,188.00 PhP 5,995,537.52 PhP 199,537.63 PhP 411,085.82 PhP 6,606,160.97 18.00% PhP 1,189,108.97 PhP 389,763.50 PhP 8,185,033.44
612(1) Reflectorized Thermoplastic Pavement Markings (White) sq.m.
AS EVALUATED

AS SUBMITTED 1,253.00 PhP 817,632.62 PhP 27,211.65 PhP 56,061.22 PhP 900,905.49 18.00% PhP 162,162.99 PhP 53,153.42 PhP 1,116,221.90
612(2) Reflectorized Thermoplastic Pavement Markings (Yellow) sq.m.
AS EVALUATED

AS SUBMITTED 90.00 PhP 5,079,202.20 PhP 23,942.70 PhP 20,011.50 PhP 5,123,156.40 18.00% PhP 922,168.15 PhP 302,266.23 PhP 6,347,590.78
624(8) Solar Led Street Light each
AS EVALUATED

AS SUBMITTED 200.00 PhP 18,053,610.70 PhP 83,527.69 PhP 124,541.54 PhP 18,261,679.93 18.00% PhP 3,287,102.39 PhP 1,077,439.12 PhP 22,626,221.44
637(2) Safety Roller Barrier System ln.m.
AS EVALUATED

AS SUBMITTED PhP 49,205,229.35 PhP 613,657.08 PhP 906,065.41 PhP 50,724,951.84 PhP 9,130,491.32 PhP 2,992,772.17 PhP 62,848,215.33
TOTAL OF PART H
AS EVALUATED

AS SUBMITTED PhP 99,892,058.01 PhP 8,480,192.67 PhP 8,823,785.70 PhP 117,196,036.38 PhP 20,661,106.47 PhP 6,892,857.15 PhP 144,750,000.00
GRAND TOTAL
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CORDILLERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

FORM POW-2015-01C-00

DETAILED BREAKDOWN OF COMPONENT COST FOR EACH ITEM

DIRECT COST TOTAL MARK-UP

ITEM NO. DESCRIPTION % QTY. UNIT 5% VAT TOTAL COST
MATERIAL LABOR EQUIPMENT TOTAL % VALUE
GRAND TOTAL
AS EVALUATED
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CORDILLERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City
FORM ABC-2015-02-00
Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

SUMMARY OF APPROVED BUDGET FOR THE CONTRACT

Contract Duration: 180 CD
ESTIMATED DIRECT TOTAL MARK-UP
ITEM NO. DESCRIPTION VAT TOTAL INDIRECT COST
COST % VALUE

AS SUBMITTED PhP 10,236,057.20 8.49% PhP 1,473,027.46 PhP 585,454.23 PhP 2,058,481.69 PhP 12,294,538.80
PART A FACILITIES FOR THE ENGINEER
AS EVALUATED

AS SUBMITTED PhP 540,807.87 0.42% PhP 32,628.17 PhP 28,671.80 PhP 61,299.97 PhP 602,107.83
PART B OTHER GENERAL REQUIREMENTS
AS EVALUATED

AS SUBMITTED PhP 718,388.05 0.61% PhP 129,309.86 PhP 42,384.90 PhP 171,694.76 PhP 890,077.46
PART C EARTH WORK
AS EVALUATED

AS SUBMITTED PhP 54,975,831.42 47.06% PhP 9,895,649.66 PhP 3,243,574.05 PhP 13,139,223.71 PhP 68,112,158.12
PART F BRIDGE CONSTRUCTION
AS EVALUATED

AS SUBMITTED PhP 50,724,951.84 43.42% PhP 9,130,491.32 PhP 2,992,772.17 PhP 12,123,263.49 PhP 62,848,104.40
PART H MISCELLANEOUS STRUCTURES
AS EVALUATED

AS SUBMITTED PhP 117,196,036.38 100.00% PhP 20,661,106.47 PhP 6,892,857.15 PhP 27,553,963.62 PhP 144,746,986.61
TOTAL
AS EVALUATED

Preparation and Submission: Evaluation: Approval:

Prepared by: Checked/Submitted by: Evaluated by: Recommending Approval: Approved:

DANTE U. COLANGAO CIANNE LYNNE M. CHILAM NELIA I. ANTONIO ARTHUR D. PASCUAL, JR. KHADAFFY D. TANGGOL
Engineer II Engineer II Chief, Maintenance Division OIC-Regional Director
Assistant Regional Director
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CORDILLERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City

Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

APPROVED BUDGET FOR CONTRACT

TOTAL MARK-UP
ITEM NO. DESCRIPTION QUANTITY UNIT ESTIMATED DIRECT COST VAT TOTAL INDIRECT COST
% VALUE
PART A FACILITIES FOR THE ENGINEER

AS SUBMITTED 1.00 lumpsum PhP 8,000,000.00 18.00% PhP 1,440,000.00 PhP 472,000.00 PhP 1,912,000.00
A.1.1(2) Construction of Combined Field Office and Laboratory Building for the Engineer
AS EVALUATED

Provision of Combined Field Office, Laboratory and Living Quarters Building for AS SUBMITTED 6.00 month PhP 90,000.00 8.00% PhP 7,200.00 PhP 4,860.00 PhP 12,060.00
A.1.1(6)
the Engineer (Rental Basis)
AS EVALUATED

Provision of Furnitures/Fixtures, Equipment and Appliances for the Field Office for AS SUBMITTED 1.00 lumpsum PhP 150,000.00 8.00% PhP 12,000.00 PhP 8,100.00 PhP 20,100.00
A.1.1(11)
the Engineers
AS EVALUATED

Operation and Maintenance of Temporary Field Office, Laboratory and Living AS SUBMITTED 6.00 month PhP 75,297.60 8.00% PhP 6,023.81 PhP 4,066.07 PhP 10,089.88
A.1.1(15)
Quarters Building for the Engineer
AS EVALUATED

Provision of 4x4 Pick Up Type Service Vehicle for the Engineer on Bare Rental AS SUBMITTED 6.00 month PhP 323,214.00 0.00% PhP - PhP 16,160.70 PhP 16,160.70
A.1.2(2)
Basis
AS EVALUATED

AS SUBMITTED 6.00 month PhP 97,545.60 8.00% PhP 7,803.65 PhP 5,267.46 PhP 13,071.11
A.1.2(5) Operation and Maintenance of 4x4 Pick Up Type Service Vehicle for the Engineer
AS EVALUATED

AS SUBMITTED 1.00 lumpsum PhP 1,500,000.00 0.00% PhP - PhP 75,000.00 PhP 75,000.00
A.1.3(2) Provision of Survey Equipment for the Assistance to the Engineer
AS EVALUATED

AS SUBMITTED PhP 10,236,057.20 PhP 1,473,027.46 PhP 585,454.23 PhP 2,058,481.69

TOTAL OF PART A
AS EVALUATED
PART B OTHER GENERAL REQUIREMENTS

AS SUBMITTED 3.00 ea. PhP 16,195.41 18.00% PhP 2,915.17 PhP 955.53 PhP 3,870.70
B.5 Project Billboard/ Signboard
AS EVALUATED

AS SUBMITTED 1.00 lumpsum PhP 280,244.62 8.00% PhP 22,419.57 PhP 15,133.21 PhP 37,552.78
B.7(2) Occupational Safety and Health Program
AS EVALUATED

AS SUBMITTED 1.00 lumpsum PhP 91,167.84 8.00% PhP 7,293.43 PhP 4,923.06 PhP 12,216.49
B.8(2) Traffic Management
AS EVALUATED

AS SUBMITTED 1.00 lumpsum PhP 153,200.00 0.00% PhP - PhP 7,660.00 PhP 7,660.00
B.9 Mobilization/ Demobilization
AS EVALUATED

AS SUBMITTED PhP 540,807.87 PhP 32,628.17 PhP 28,671.80 PhP 61,299.97

TOTAL OF PART B
AS EVALUATED
PART C EARTHWORK

AS SUBMITTED 1.00 lumpsum PhP 49,041.64 18.00% PhP 8,827.50 PhP 2,893.46 PhP 11,720.96
101(1) Removal of Structures and Obstruction
AS EVALUATED

AS SUBMITTED 350.00 ln.m PhP 15,846.71 18.00% PhP 2,852.41 PhP 934.96 PhP 3,787.37
101(8) Removal of Existing Guardrails
AS EVALUATED

AS SUBMITTED 36.00 ea PhP 48,898.44 18.00% PhP 8,801.72 PhP 2,885.01 PhP 11,686.73
101(10) Removal of Existing Road Signs
AS EVALUATED

AS SUBMITTED 2,598.96 cu.m. PhP 604,601.26 18.00% PhP 108,828.23 PhP 35,671.47 PhP 144,499.70
103(1)a Structure Excavation (Common Soil)
AS EVALUATED

AS SUBMITTED PhP 718,388.05 PhP 129,309.86 PhP 42,384.90 PhP 171,694.76

TOTAL OF PART C
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CORDILLERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City

Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

APPROVED BUDGET FOR CONTRACT

TOTAL MARK-UP
ITEM NO. DESCRIPTION QUANTITY UNIT ESTIMATED DIRECT COST VAT TOTAL INDIRECT COST
% VALUE
TOTAL OF PART C
AS EVALUATED
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CORDILLERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City

Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

APPROVED BUDGET FOR CONTRACT

TOTAL MARK-UP
ITEM NO. DESCRIPTION QUANTITY UNIT ESTIMATED DIRECT COST VAT TOTAL INDIRECT COST
% VALUE
PART F BRIDGE CONSTRUCTION

AS SUBMITTED 1.00 lumpsum PhP 5,318,139.73 18.00% PhP 957,265.15 PhP 313,770.24 PhP 1,271,035.39
401(5) Pedestrian Railings
AS EVALUATED

AS SUBMITTED 742.34 sq.m. PhP 218,548.61 18.00% PhP 39,338.75 PhP 12,894.37 PhP 52,233.12
403(6) Structural Steel, Painting Works
AS EVALUATED

AS SUBMITTED 289,272.01 kg. PhP 15,402,031.04 18.00% PhP 2,772,365.59 PhP 908,719.83 PhP 3,681,085.42
404(1)a Reinforcing Steel (Grade 40)
AS EVALUATED

AS SUBMITTED 4,342.43 cu.m. PhP 27,228,537.34 18.00% PhP 4,901,136.72 PhP 1,606,483.70 PhP 6,507,620.42
405(1)a3 Structural Concrete (Class A, 20.68Mpa, 28 days)
AS EVALUATED

AS SUBMITTED 12,902.97 sq.m. PhP 6,808,574.70 18.00% PhP 1,225,543.45 PhP 401,705.91 PhP 1,627,249.36
405(6) Structural Concrete, Painting Works
AS EVALUATED

AS SUBMITTED PhP 54,975,831.42 PhP 9,895,649.66 PhP 3,243,574.05 PhP 13,139,223.71

TOTAL OF PART F
AS EVALUATED
PART H MISCELLANEOUS STRUCTURES

AS SUBMITTED 193.00 each PhP 1,899,251.29 18.00% PhP 341,865.23 PhP 112,055.83 PhP 453,921.06
605(1)c1 Warning Signs (600mm, W1-3A, Horizontal Alignment Curve L or R)
AS EVALUATED

AS SUBMITTED 120.00 each PhP 3,652,587.23 18.00% PhP 657,465.70 PhP 215,502.65 PhP 872,968.35
605(3)a1 Guide or Information Signs (G1-1, Advance Direction Signs Stack Signs)
AS EVALUATED

AS SUBMITTED 308.00 each PhP 4,115,191.08 18.00% PhP 740,734.39 PhP 242,796.27 PhP 983,530.66
605(6)e2 Hazard Markers, Chevron Signs (600mm x 800mm)
AS EVALUATED

Internally Illuminated (Solar) Pavement Levelled Marker/Stud Flush Type, Bi- AS SUBMITTED 1,369.00 each PhP 10,166,019.45 18.00% PhP 1,829,883.50 PhP 599,795.15 PhP 2,429,678.65
607(3)b
Directional
AS EVALUATED

AS SUBMITTED 9,188.00 sq.m. PhP 6,606,160.97 18.00% PhP 1,189,108.97 PhP 389,763.50 PhP 1,578,872.47
612(1) Reflectorized Thermoplastic Pavement Markings (White)
AS EVALUATED

AS SUBMITTED 1,253.00 sq.m. PhP 900,905.49 18.00% PhP 162,162.99 PhP 53,153.42 PhP 215,316.41
612(2) Reflectorized Thermoplastic Pavement Markings (Yellow)
AS EVALUATED

AS SUBMITTED 90.00 each PhP 5,123,156.40 18.00% PhP 922,168.15 PhP 302,266.23 PhP 1,224,434.38
624(8) Solar Led Street Light
AS EVALUATED

AS SUBMITTED 200.00 ln.m. PhP 18,261,679.93 18.00% PhP 3,287,102.39 PhP 1,077,439.12 PhP 4,364,541.51
637(2) Safety Roller Barrier System
AS EVALUATED

AS SUBMITTED PhP 50,724,951.84 PhP 9,130,491.32 PhP 2,992,772.17 PhP 12,123,263.49

TOTAL OF PART H
AS EVALUATED

AS SUBMITTED PhP 117,196,036.38 PhP 20,661,106.47 PhP 6,892,857.15 PhP 27,553,963.62

GRAND TOTAL
AS EVALUATED

Preparation and Submission:

 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CORDILLERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City

Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

APPROVED BUDGET FOR CONTRACT

TOTAL MARK-UP
ITEM NO. DESCRIPTION QUANTITY UNIT ESTIMATED DIRECT COST VAT TOTAL INDIRECT COST
% VALUE

Prepared by: Checked and Submitted by: Reviewed as to Unit Cost:

DANTE U. COLANGAO CIANNE LYNNE M. CHILAM PATRICK B. CERILO

Engineer II Engineer II Engineer III
 Republic of the Philippines
NT OF PUBLIC WORKS AND HIGHWAYS
LERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City
FORM ABC-2015-02A-00
pecial Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
ety Devices along Cong. Andres Acop Cosalan Road,
12+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

OVED BUDGET FOR CONTRACT

TOTAL COST UNIT COST

PhP 9,912,000.00 PhP 9,912,000.00

PhP 102,060.00 PhP 17,010.00

PhP 170,100.00 PhP 170,100.00

PhP 85,387.44 PhP 14,231.24

PhP 339,374.70 PhP 56,562.45

PhP 110,616.66 PhP 18,436.11

PhP 1,575,000.00 PhP 1,575,000.00

PhP 12,294,538.80

PhP 20,066.10 PhP 6,688.70

PhP 317,797.40 PhP 317,797.40

PhP 103,384.33 PhP 103,384.33

PhP 160,860.00 PhP 160,860.00

PhP 602,107.83

PhP 60,762.60 PhP 60,762.60

PhP 19,631.50 PhP 56.09

PhP 60,585.12 PhP 1,682.92

PhP 749,098.24 PhP 288.23

PhP 890,077.46
 Republic of the Philippines
NT OF PUBLIC WORKS AND HIGHWAYS
LERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City
FORM ABC-2015-02A-00
pecial Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
ety Devices along Cong. Andres Acop Cosalan Road,
12+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

OVED BUDGET FOR CONTRACT

TOTAL COST UNIT COST

 Republic of the Philippines
NT OF PUBLIC WORKS AND HIGHWAYS
LERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City
FORM ABC-2015-02A-00
pecial Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
ety Devices along Cong. Andres Acop Cosalan Road,
12+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

OVED BUDGET FOR CONTRACT

TOTAL COST UNIT COST

PhP 6,589,175.12 PhP 6,589,175.12

PhP 270,775.94 PhP 364.76

PhP 19,080,381.78 PhP 65.96

PhP 33,736,121.55 PhP 7,768.95

PhP 8,435,703.73 PhP 653.78

PhP 68,112,158.12

PhP 2,353,171.80 PhP 12,192.60

PhP 4,525,555.20 PhP 37,712.96

PhP 5,098,721.32 PhP 16,554.29

PhP 12,595,689.85 PhP 9,200.65

PhP 8,184,946.04 PhP 890.83

PhP 1,116,209.99 PhP 890.83

PhP 6,347,590.20 PhP 70,528.78

PhP 22,626,220.00 PhP 113,131.10

PhP 62,848,104.40

PhP 144,746,986.61
 Republic of the Philippines
NT OF PUBLIC WORKS AND HIGHWAYS
LERA ADMINISTRATIVE REGION
Engineers Hill, Baguio City
FORM ABC-2015-02A-00
pecial Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
ety Devices along Cong. Andres Acop Cosalan Road,
12+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

OVED BUDGET FOR CONTRACT

TOTAL COST UNIT COST

 Convergence and Special Support Program-Special Road Fund-Motor Vehicle User's Charge (MVUC) as per R.A. 11239-
Installation of Road Safety Devices along Cong. Andres Acop Cosalan Road,
K0301+(-905)-K0304+024(S00386LZ), K0312+000-K0317+533(S00386LZ), K0318+(-466)-K0342+000(S00379LZ)
Bokod and Kabayan, Benguet

FORM POW-2015-01B-00
MINIMUM EQUIPMENT REQUIREMENT
Number of
No. Equipment Description Capacity
Equipment
1 Lowbed Trailer with Prime Mover 1
2 Dump Truck (10 cu.m.) 2
3 Cargo Truck (5 Tons) 1
4 Cargo Truck (10 T, 270 Hp) 1
5 Water Truck (16000 lit.) 1
6 Backhoe w/ vibrohammer and pipe attachment 1
Backhoe w/ Pavement Breaker (0.80 cu.m.) 1
7 One Bagger Mixer 1
8 Welding Machine 1
9 Demolition Hammer (Breaker) 1
10 Generator Set (5 KVA) 1
11 Bar Cutter 1
12 Bar Bender 1
13 Kneeding Machine 1
14 Corn Drilling Machine, CP-55A 1
1 Chain Block w/ Belt 1
2 Hydraulic Jack 10T (10T) 1
21
 LOCAL PROGRAM- CONSTRUCTION/ REPAIR/ REHABILITATION/ IMPROVEMENT OF VARIOUS
INFRASTRUCTURE INCLUDING LOCAL PROJECTS- NATIONAL ROADS AND BRIDGES- NATIONAL ROADS-
ABRA-ILOCOS NORTE ROAD, K0446+030 - K0446+080, K0446+615 - K0446+840
Danglas, Abra

UNIT COST DERIVATION OF CEMENT

A Loading
Quantity: 250.00 bags
Source: Abra DEO, Bangued, Abra
Hauling Distance (Using 10T Cargkm.
Hauling Distance 28.00 kms.
Cap. of 1 Cargo Truck = 10,000 kgs.
10,000 kg.
No. of bags/Cargo Truck = = 250.00 bags
40 kg. /bag
Loading Time :(Employing 6 Laborers) 42.00 mins
10,000 kgs. X 1 min
= = 42.00 min.
40 kgs./man-min x 6.00 laborers

B Handling (Using 10T Cargo Truck)

Ave. Hauling Dist. = 28.00 kms.
Paved Road 28.00 kms. Source to Project Site (Mountainous)

28 kms x 60 min/hr
Loaded Trip = = 84.00 mins
20 kms/hr
28 kms x 60 min/hr
Unloaded Trip = = 56.00 mins.
30 kms/hr
Loading Time = 42.00 min.
Unloading Time = 42.00 min.
Manuevering Time = 6.00 min.
Slack Time( Additional 10% allowance for delay) = 14.00 min.
Total Time = 244.00 min.

1 Equipment Cost:
250.00 bags
# of days req'd. = = 0.51
480 min./day DT x 250.00 bags
X 1
244.00 min./trip trip say 0.51

1 Cargo Truck = 1 CT x 9,696.00 X 0.51 = 4,944.96

2 Labor Cost
6 Laborers = 6X P429.68 0.51 = 1,314.82
6,259.78
Cost of hauling = P6,259.78
P6,259.78
Unit Cost of Hauling = P25.04
250

Cost/bag at source = 240 /bag (4th Qtr 2019 CMPD)

Total Cost/bag = P 240.00 + P25.04 Add 2% contingency 265.04 = P270.34 /bag
 LOCAL PROGRAM- CONSTRUCTION/ REPAIR/ REHABILITATION/ IMPROVEMENT OF VARIOUS
INFRASTRUCTURE INCLUDING LOCAL PROJECTS- NATIONAL ROADS AND BRIDGES- NATIONAL ROADS-
ABRA-ILOCOS NORTE ROAD, K0446+030 - K0446+080, K0446+615 - K0446+840
Danglas, Abra
UNIT COST DERIVATION OF RSB
Quantity: = 10,000.00 kgs.
Source = (Using 10T Cargo Truck)
Hauling Distance = 28.00
A-1 Loading
Capacity of 1 Cargo Truck = 10,000 kgs.
Assume Capacity of 1 Laborer can carry 40 kgs. Of RSB
Loading Time :(Employing 6 Laborers)
10,000 kgs. X 1 min
= = 42.00 min.
40 kgs./man-min x 6.00 laborers
B-1 Handling
Ave. Hauling Dist. = 28.00 km.
Paved Road 28.00 kms. Source to Project Site (Mountainous)

28 kms x 60 min/hr
Loaded Trip = = 84.00 mins
20 kms/hr
28 kms x 60 min/hr
Unloaded Trip = = 56.00 mins.
30 kms/hr
Loading Time = 42.00 min.
Unloading Time = 42.00 min.
Manuevering Time = 6.00 min.
Slack Time( Additional 10% allowance for delay) = 14.00 min.
Sub Total Time = 244.00 min.
8 hrs x 60 min/hr =
No. of Trips/day = 1.97 trip
244.00 mins
10,000.00 kgs. =
No. of days Required = 0.51 say 0.51 days
1.97 trips x 10,000 kgs.
1 Equipment Cost:
1 Cargo Truck = 1 CT x P9,696 /day x 0.51 days = P4,944.96

2 Labor Cost
6 Laborers = 6 Lab. x P429.68 /day x 0.51 days = P328.71
4.00 P5,273.67
P5,273.67
Unit Cost of Hauling = P0.53 /kg.
10,000.00
Pick-up Prize = 41.00 ,/kg Grade 40
Total Cost/kg = P 41.00 + P0.53 Add 5% contingency 41.53 = P43.61 ,/kg.

Pick-up Prize = 42.00 ,/kg Grade 60

Total Cost/kg = P 42.00 + P0.53 Add 5% contingency 42.53 = P44.66 ,/kg.

FOR steel plate use for Item 605

Cost of steel late / kg= P 42.00 + P0.53 Add 5% contingency = P44.66 ,/kg.
 LOCAL PROGRAM- CONSTRUCTION/ REPAIR/ REHABILITATION/ IMPROVEMENT OF VARIOUS
INFRASTRUCTURE INCLUDING LOCAL PROJECTS- NATIONAL ROADS AND BRIDGES- NATIONAL ROADS-
ABRA-ILOCOS NORTE ROAD, K0446+030 - K0446+080, K0446+615 - K0446+840
Danglas, Abra
UNIT COST DERIVATION OF COARSE & FINE AGGREGATES
Coarse Aggregates AND FINE AGGREGATES
Volume = 1,000.00 cu.m.
Source = Lagayan Sand and Gravel Pit (Palsuguian River)
Poblacion, Lagayan, Abra
A.) QUARRYING
Quarrying & Washing (Assume quarry to contain 40% Materials)
Volume of unprocess materials = 1,000.00 /40% = 2,500.00
Assume capacity of Bulldozer = 400.00 cu.m. Note: 40% of Materials will be considered as suitable
Production Cost Materials for course and Fine Aggregates because
# of days required = 2,500.00 = 6.25 days the quarry site consists of Boulders, grasses etc
400.00

1 Buldozer = 27,032.00 /day x 6.25 = 168,950.00

Screening and Stockpiling (includes clearing of waste materials)

Utilizing 1 Payloader with average capacity of 480 cu.m. /day
The capacity of Payloader shall be reduced into 240 to separate sand and gravel

No. of days = 2,500.00 = 10.42 days

240.00

1 Payloader 1 13,864.00 /day x 10.42 = 144,416.67

Screen LS 2 = 40,000.00
353,366.67
TOTAL COST PRODUCTION:
Production Unit Cost for Course Aggregate 353.37
Production Unit Cost for Fine Aggregate 318.03

B Handling
Ave. Hauling Dist. = 25.00 km.
SOURCE TO PROJECT CENTROID
Paved Road 23.00 kms. Source to Project Site (Mountainous)
23 kms x 60 min/hr
Loaded Trip = = 69.00 mins
20 kms/hr
23 kms x 60 min/hr
Unloaded Trip = = 46.00 mins.
30 kms/hr
Unpaved Road 2.00 kms. Source to Project Site (Mountainous)
2 kms x 60 min/hr
Loaded Trip = = 8.00 mins
15 kms/hr
2 kms x 60 min/hr
Unloaded Trip = = 4.80 mins.
25 kms/hr
Loading Time = 6.00 min.
Unloading Time = 3.00 min.
Manuevering Time = 6.00 min.
Slack Time( Additional 10% allowance for delay) = 14.28 min.
Total Time = 157.08 min.
8 hrs x 60 min/hr =
No. of Trips/day = 3.06 trip
157.08 mins
Utilizing 4.00 Dumptrucks (10.00 cu.m. capacity )
No. of Days Required = 1000.00 = 8.17 say 8.17 days
40.00 3.06
Equipment Cost
Dumptrucks = 4.00 DT P11,360 /day x 8.17 days = P371,244.80
Loader = 1 Loader x P13,864 /day x 2.04 days = P28,282.56
P399,527.36
P399,527
Unit Cost = = 399.53 /cu.m.
1,000.00
A.) Unit Cost of Coarse Aggregates
Unit Cost of Hauling = 399.53 /cu.m.
Production Unit cost = 353.37 /cu.m.
Excise Tax (4%) 14.13 /cu.m.
Aggregate Tax (Local Tax) = 35.87 /cu.m.
Unit Cost of Coarse Aggregates = 802.89 /cu.m.

B.) Unit Cost of Fine Aggregates

Unit Cost of Hauling = 399.53 /cu.m.
Production Unit cost = 318.03 /cu.m.
Excise Tax (4%) 14.13 /cu.m.
Aggregate Tax (Local Tax) = 35.87 /cu.m.
Unit Cost of Fine Aggregates = 767.56 /cu.m.
 LOCAL PROGRAM- CONSTRUCTION/ REPAIR/ REHABILITATION/ IMPROVEMENT OF VARIOUS
INFRASTRUCTURE INCLUDING LOCAL PROJECTS- NATIONAL ROADS AND BRIDGES- NATIONAL ROADS-
ABRA-ILOCOS NORTE ROAD, K0446+030 - K0446+080, K0446+615 - K0446+840
Danglas, Abra
UNIT COST DERIVATION OF AGGREGATE SUBBASE COURSE

Volume = 1,000.00 cu.m.

Source = Lagayan Sand and Gravel Pit (Palsuguian River)
Poblacion, Lagayan, Abra
A.) QUARRYING
Quarrying & Washing (Assume quarry to contain 40% Materials)
Volume of unprocess materials = 1,000.00 /70% = 1,428.57
Assume capacity of Bulldozer = 400.00 cu.m. Note: 70% of Materials will be considered as suitable
Production Cost Materials for course and Fine Aggregates because
# of days required = 1,428.57 = 3.57 days the quarry site consists of Boulders, grasses etc
400.00

1 Buldozer = 27,032.00 /day x 3.57 = 96,542.86

Screening and Stockpiling (includes clearing of waste materials)

Utilizing 1 Payloader with average capacity of 480 cu.m. /day
The capacity of Payloader shall be reduced into 240 to separate sand and gravel

No. of days = 1,428.57 = 2.98 days

480.00

1 Payloader 1 13,864.00 /day x 2.98 = 41,261.90

Screen LS 1 = 20,000.00
157,804.76
TOTAL COST PRODUCTION:
Production Unit Cost for Fine Aggregate Subbase Course 157.80

B Handling
Ave. Hauling Dist. = 25.00 km.
SOURCE TO PROJECT CENTROID
Paved Road 23.00 kms. Source to Project Site (Mountainous)
23 kms x 60 min/hr
Loaded Trip = = 69.00 mins
20 kms/hr
23 kms x 60 min/hr
Unloaded Trip = = 46.00 mins.
30 kms/hr
Unpaved Road 2.00 kms. Source to Project Site (Mountainous)
2 kms x 60 min/hr
Loaded Trip = = 8.00 mins
15 kms/hr
2 kms x 60 min/hr
Unloaded Trip = = 4.80 mins.
25 kms/hr
Loading Time = 6.00 min.
Unloading Time = 3.00 min.
Manuevering Time = 6.00 min.
Slack Time( Additional 10% allowance for delay) = 14.28 min.
Total Time = 157.08 min.
8 hrs x 60 min/hr =
No. of Trips/day = 3.06 trip
157.08 mins
Utilizing 4.00 Dumptrucks (10.00 cu.m. capacity )
No. of Days Required = 1000.00 = 8.17 say 8.17 days
40.00 3.06
Equipment Cost
Dumptrucks = 4.00 DT P11,360 /day x 8.17 days = P371,244.80
Loader = 1 Loader x P13,864 /day x 2.04 days = P28,282.56
P399,527.36
P399,527
Unit Cost = = 399.53 /cu.m.
1,000.00
A.) Unit Cost of Aggregate Subbase Course
Unit Cost of Hauling = 399.53 /cu.m.
Production Unit cost = 157.80 /cu.m.
Excise Tax = 14.13 /cu.m.
Aggregate Tax (Local Tax) = 35.87 /cu.m.
Unit Cost of Aggregate Subbase Course = 607.33 /cu.m.
 LOCAL PROGRAM- CONSTRUCTION/ REPAIR/ REHABILITATION/ IMPROVEMENT OF VARIOUS
INFRASTRUCTURE INCLUDING LOCAL PROJECTS- NATIONAL ROADS AND BRIDGES- NATIONAL ROADS-
ABRA-ILOCOS NORTE ROAD, K0446+030 - K0446+080, K0446+615 - K0446+840
Danglas, Abra
UNIT COST DERIVATION OF BOULDERS (Class "A")
Volume = 1,000.00 cu.m.
Source = Lagayan Sand and Gravel Pit (Palsuguian River)
Poblacion, Lagayan, Abra
1.a Labor Cost
Breaking,Picking and Stockpiling
Labor Capacity = 1.5 cu.m./man-day due to multiple handling, Chipping/breaking, picking & Stock Pilling
No. of Laborers = 50
Total Output/day = 75 cu.m.
No. of days = 1,000.00 cu.m./ 75 = 13.00 say 13.00 days

Labor = 50 Lab. X 13.00 days x 418.32 /day = P271,908.00

Equipment = 1 backhoe X 4.33 days x 15,984.80 /day = P69,267.47

w/ breaker P341,175.47
B.1 Handling
Ave. Hauling Dist. = 25.00 km.
Paved Road 23.00 kms. ( SOURCE TO PROJECT SITE , Mountainous)

23 kms x 60 min/hr
Loaded Trip = = 69.00 mins
20 kms/hr
23 kms x 60 min/hr
Unloaded Trip = = 46.00 mins.
30 kms/hr
Unpaved Road 2.00 kms. ( SOURCE TO PROJECT SITE , Mountainous)

2 kms x 60 min/hr
Loaded Trip = = 8.00 mins
15 kms/hr
2 kms x 60 min/hr
Unloaded Trip = = 4.80 mins.
25 kms/hr
Loading Time = 6.00 mins.
Unloading Time = 3.00 mins.
Slack time (Allowance for delay 10% of Travel Time) = 12.78 min.
Manuevering Time = 3.00 mins.
Total Time = 152.58 mins.
8 hrs x 60 min/hr =
No. of Trips/day = 3.10 trip
152.58 mins
Utilizing 4.00 Dumptrucks ( 10.00 cu.m. capacity )
No. of Days Required = 1000.00 = 8.06 say 8.06 days
40.00 3.10
Equipment Cost
Dumptrucks = 4.00 DT P11,360 /day x 8.06 days = P366,246.40
Loader @ project site = 1 Loader x P13,864 /day x 4.00 days = P55,456.00
P421,702.40
P421,702
Hauling Cost = = 421.70 /cu.m.
1,000.00
Unit Cost of Boulders
Unit Cost of Hauling = 421.70 /cu.m.
Production Unit cost = 341.18 /cu.m.
Excise Tax (4%) = 13.65 /cu.m.
Aggregate Tax (Local Tax) = 36.35 /cu.m.
Unit Cost of Boulders = 812.88 /cu.m.