Name of Project: Construction of Level II Water Distribution System

Location: Barangay Taboc/Polacion, Opol Misamis Oriental

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No. / Description : A.1 Provision of Field Office for the Engineer (Rental Basis)
Quantity Unit : 1.00 l.s.
Output per Hour : l.s.

Designation No. of Person No. of Hours Hourly Rate Amount

A. LABOR
.

Sub-Total for A 0.00

Name and Capacity No. of Units Quantity Daily Rental Amount
B. EQUIPMENT
. a. 40 footer Container Van with ACU, 1 1.00 10,206.00 10,206.00
furnished and maintained (Provide 3
chairs and 3 Tables)

Sub-Total for B 10,206.00

C. Total (A + B) 10,206.00
.D. Output per hour = 0.00 l.s 10,206.00
..
E. Direct Unit Cost ( C/D ) 1.0
C
Name and Specification Units Quantity Unit Cost Amount
F. MATERIALS
.

Sub-Total for F 0.00

G. ESTIMATED DIRECT COST (C+F) 10,206.00
.H. Direct Unit Cost per l.s. 10,206.00
.I. Overhead, Contingencies, & Miscellaneous (OCM) use: 15% 1,530.90
J. Contractor’s Profit (CP) use: 10% 1,020.60
.K. Value Added Tax (VAT) use: 5% 637.88
L. TOTAL ADJUSTED COST (G+I+J+K) 13,395.38
M. Adjusted Unit Cost per l.s. 13,395.38
Name of Project: Construction of Level II Water Distribution System
Location: Barangay Taboc/Polacion, Opol Misamis Oriental

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No. / Description : B.1 Signboard
Quantity Unit : 1.00 l.s.
Output per Hour : l.s.

Designation No. of Person No. of Hours Hourly Rate Amount

A. LABOR
. a. Construction Foreman 1 1.00 100.00 100.00
b. Skilled Labor 1 1.00 56.25 56.25
c. Unskilled Labor 1 1.00 53.75 53.75

Sub-Total for A 210.00

Name and Capacity Quantity No. of Day/s Daily Rental Amount
B. EQUIPMENT
.

Sub-Total for B 0.00

C. Total (A + B) 210.00
.D. Output per hour = 0.00 l.s
E. Direct Unit Cost ( C/D )

Name and Specification Units Quantity Unit Cost Amount

F. MATERIALS
. Materials for Billboard
DPWH (1pc)
COA (1pc)
a. Tarpaulin 4’’x8’’ (DPWH) each 1.00 384.00 384.00
b. Tarpaulin 8’’x8’’ (COA) each 1.00 768.00 768.00
c. 2x2x8’’ Good Lumber each 3.00 56.00 168.00
d. 3x2x10’’ Good Lumber each 7.00 56.00 392.00
e. Plyboard Marine (0.00625mx1.2xx2.44m) each 3.00 492.00 1,476.00
f. Assorted Common Wire Nails kg 0.50 130.00 65.00
Sub-Total for F 3,253.00
G. ESTIMATED DIRECT COST (C+F) 3,453.00
.H. Direct Unit Cost per l.s. 3,453.00
. Overhead, Contingencies, & Miscellaneous (OCM) use: 15% 519.45
J. Contractor’s Profit (CP) use: 10% 346.30
.K. Value Added Tax (VAT) use: 5% 216.44
L. TOTAL ADJUSTED COST (G+I+J+K) 4,545.19
M. Adjusted Unit Cost per l.s. 4,545.19
Name of Project: Construction of Level II Water Distribution System
Location: Barangay Taboc/Polacion, Opol Misamis Oriental

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No. / Description : B.2 Occupational Safety and Health Program
Quantity Unit : 1.00 l.s.
Output per Hour : l.s.

Designation No. of Person No. of Hours Hourly Rate Amount

A. LABOR
. a. Safety Officer (Full Time) 1 134.00 62.50 8,375.00
b. Health Personnel (Full Time) 1 134.00 35.00 4,690.00
c. Sanitation Aide 2 134.00 35.00 9,380.00

Sub-Total for A 22,445.00

Name and Capacity Quantity No. of Day/s Daily Rental Amount
B. EQUIPMENT
.

Sub-Total for B 0.00

C. Total (A + B) 22,445.00
.D. Output per hour = 0.00 l.s
E. Direct Unit Cost ( C/D )

Name and Specification Units Quantity Unit Cost Amount

F. MATERIALS
. a. Safety Shoes man-days 1.00 4.11 4.11
b. Safety Helmet man-days 1.00 0.34 0.34
c. Safety Vest man-days 1.00 2.22 2.22
d. Working Gloves man-days 1.00 7.67 7.67
e. Face Mask man-days 1.00 10.00 10.00
f. Rubber Boots man-days 1.00 1.39 1.39
g. Eye Googles man-days 1.00 5.00 5.00
h. Rain Coats man-days 1.00 0.34 0.34
i. Sanitizing Solution lit 20.00 100.00 2,000.00
j. Ethyl-Alcohol lit 18.00 185.00 3,330.00
k. Disinfectant Spray can 8.00 1,000.00 8,000.00
l. Liquid Hand Soap lit 8.00 200.00 1,600.00
m. Covid 19 Rapid Antibody Test each 10.00 1,000.00 10,000.00
Sub-Total for F 24,961.07
G. ESTIMATED DIRECT COST (C+F) 47,406.07
.H. Direct Unit Cost per l.s. 47,406.07
. Overhead, Contingencies, & Miscellaneous (OCM) use: 15% 7,110.91
J. Contractor’s Profit (CP) use: 10% 4,740.61
.K. Value Added Tax (VAT) use: 5% 2,962.88
L. TOTAL ADJUSTED COST (G+I+J+K) 62.220.47
M. Adjusted Unit Cost per l.s. 62.220.47
Name of Project: Construction of Level II Water Distribution System
Location: Barangay Taboc/Polacion, Opol Misamis Oriental

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No. / Description : B.3 Provision of 4x4 Pick Up Type Vehicle for the Engineer
Quantity Unit : mos
Output per Hour : 1.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. LABOR
.

Sub-Total for A 0.00

Name and Capacity Quantity No. of Day/s Daily Rental Amount
B. EQUIPMENT
. (Rental Basis)
a. 4x4 Pick Up Type Service 1 1.00 90,000.00 90,000.00

Sub-Total for B 90,000.00

Total (A + B) 90,000.00
D. Output per hour = 0.00 l.s
E. Direct Unit Cost ( C/D )

Name and Specification Units Quantity Unit Cost Amount

F. MATERIALS
.

Sub-Total for F 0.00

G. ESTIMATED DIRECT COST (C+F) 90,000.00
.H. Direct Unit Cost per l.s. 90,000.00
.I. Overhead, Contingencies, & Miscellaneous (OCM) use: 15% 13,500.00
J. Contractor’s Profit (CP) use: 10% 9,000.00
.K. Value Added Tax (VAT) use: 5% 5,625.00
L. TOTAL ADJUSTED COST (G+I+J+K) 118,125.00
M. Adjusted Unit Cost per l.s. 118,125.00
Name of Project: Construction of Level II Water Distribution System
Location: Barangay Taboc/Polacion, Opol Misamis Oriental

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No. / Description : C.1 Structure Excavation (Common Soil)
Quantity Unit : 65.62 cu.m
Output per Hour : 4.62 cu.m

Designation No. of Person No. of Hours Hourly Rate Amount

A. LABOR
. a. Construction Foreman 1 13.00 112.40 1,461.20
b. Unskilled Labor 6 13.00 62.60 4,882.80

Sub-Total for A 6,344.00

Name and Capacity Quantity No. of Day/s Daily Rental Amount
B. EQUIPMENT
. (Rental Basis)
a. Shovel 5 5.00 10.00 250.00
b. Eye Hoe 5 5.00 10.00 250.00

Sub-Total for B 500.00

C. Total (A + B) 6,844.00
.D. Output per hour = 4.62 cu.m
E. Direct Unit Cost ( C/D )

Name and Specification Units Quantity Unit Cost Amount

F. MATERIALS
.

Sub-Total for F 0.00

G. ESTIMATED DIRECT COST (C+F) 6,844.00
.H. Direct Unit Cost per l.s. 6,844.00
.I. Overhead, Contingencies, & Miscellaneous (OCM) use: 15% 1,026.60
J. Contractor’s Profit (CP) use: 10% 684.40
.K.
I. Value Added Tax (VAT) use: 5% 427.75
L. TOTAL ADJUSTED COST (G+I+J+K) 8,982.75
M. Adjusted Unit Cost per l.s. 8,982.75
Name of Project: Construction of Level II Water Distribution System
Location: Barangay Taboc/Polacion, Opol Misamis Oriental

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No. / Description : 903 Structure Excavation (Common Soil)
Quantity Unit : 54.00 s.q
Output per Hour : 3.38 s.q

Designation No. of Person No. of Hours Hourly Rate Amount

A. LABOR
. a. Construction Foreman 1 16.00 100.00 1,600.00
b. Skilled Labor 2 16.00 56.25 1,800.00
c. Unskilled Labor 3 16.00 53.75 2,580.00

Sub-Total for A 5,980.00

Name and Capacity Quantity No. of Day/s Daily Rental Amount
B. EQUIPMENT
. (Rental Basis)
a. Minor Tool (10% of the labor cost) 598.00

Sub-Total for B 598.00

C. Total (A + B) 6,578.00
.D. Output per hour = 3.38 s.q
E. Direct Unit Cost ( C/D )

Name and Specification Units Quantity Unit Cost Amount

F. MATERIALS
. a. Lumber 2’’x3’’ x 8ft bd.ft 373.00 55.00 20,515.00
b. No. 4 common nail kgs 10.00 135.00 1,350.00
c. Marine Plywood 1’’x4’’ pcs 20.00 460.00 9,200.00

Sub-Total for F 31,065.00

G. ESTIMATED DIRECT COST (C+F) 37,643.00
.H. Direct Unit Cost per l.s. 37,643.00
. Overhead, Contingencies, & Miscellaneous (OCM)
I. use: 15% 5,464.45
J. Contractor’s Profit (CP) use: 10% 3,764.30
.K. Value Added Tax (VAT) use: 5% 2,352.69
I.
L. TOTAL ADJUSTED COST (G+I+J+K) 49,406.44
M. Adjusted Unit Cost per l.s. 49,406.44
Name of Project: Construction of Level II Water Distribution System
Location: Barangay Taboc/Polacion, Opol Misamis Oriental

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No. / Description : 404 Reinforcing Steel Bar
Quantity Unit : 516.99 kg
Output per Hour : 4.62 kg

Designation No. of Person No. of Hours Hourly Rate Amount

A. LABOR
. a. Construction Foreman 1 40.00 100.00 4,000.00
b. Skilled Labor 3 40.00 56.25 6,750.00
c. Unskilled Labor 5 40.00 53.75 10,750.00

Sub-Total for A 21,500.00

Name and Capacity Quantity No. of Day/s Daily Rental Amount
B. EQUIPMENT
. a. Minor Tool (10% of the labor cost) 2,150.00
b. Bar Bender 3 56.00 48.00 8,064.00

Sub-Total for B 10,214.00

C. Total (A + B) 31,714.00
.D. Output per hour = 4.62 kg
E. Direct Unit Cost ( C/D )

Name and Specification Units Quantity Unit Cost Amount

F. MATERIALS
. a. 16mm ⌀ Grade 40 steel pcs 36.00 241.00 8,676.00
b. 12mm ⌀ Grade 40 steel pcs 33.00 167.00 5,511.00

Sub-Total for F 14,187.00

G. ESTIMATED DIRECT COST (C+F) 45,901.00
.H.Direct Unit Cost per l.s. 45,901.00
. I.
Overhead, Contingencies, & Miscellaneous (OCM) use: 15% 6,885.15
J.Contractor’s Profit (CP) use: 10% 4,590.10
.K.
Value Added Tax (VAT) use: 5% 2,868.81
L.
TOTAL ADJUSTED COST (G+I+J+K) 60,245.06
M. Adjusted Unit Cost per l.s. 60,245.06
Name of Project: Construction of Level II Water Distribution System
Location: Barangay Taboc/Polacion, Opol Misamis Oriental

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No. / Description : 405 Concrete Works
Quantity Unit : 7.65 cu.m
Output per Hour : 0.10 cu.m

Designation No. of Person No. of Hours Hourly Rate Amount

A. LABOR
. d. Construction Foreman 1 45.00 100.00 4,500.00
e. Skilled Labor 3 45.00 56.25 7,593.75
f. Unskilled Labor 5 45.00 53.75 12,093.75

Sub-Total for A 24,187.50

Name and Capacity Quantity No. of Day/s Daily Rental Amount
B. EQUIPMENT
. c. Minor Tool (10% of the labor cost) 2,418.75
d. Bar Bender 3 112.00 60.00 6,720.00

Sub-Total for B 9,198.75

C. Total (A + B) 33,326.25
.D. Output per hour = 0.10 cu.m
E. Direct Unit Cost ( C/D )

Name and Specification Units Quantity Unit Cost Amount

F. MATERIALS
. a. Cement bags 71.00 295.00 20,945.00
b. Sand cu.m 4.00 496.00 1,984.00
c. Gravel sack 71.00 80.00 5,680.00

Sub-Total for F 7,664.00

G. ESTIMATED DIRECT COST (C+F) 40,990.25
.H.Direct Unit Cost per l.s. 40,990.25
. I.
Overhead, Contingencies, & Miscellaneous (OCM) use: 15% 6,148.54
J.Contractor’s Profit (CP) use: 10% 4,099.54
.K.
Value Added Tax (VAT) use: 5% 2,561.89
L.
TOTAL ADJUSTED COST (G+I+J+K) 53,799.70
M. Adjusted Unit Cost per l.s. 53,799.70
Name of Project: Construction of Level II Water Distribution System
Location: Barangay Taboc/Polacion, Opol Misamis Oriental

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No. / Description : 706 Plastic and Polyethylene Corrugated Drainage Pipe
Quantity Unit : 1.00 ls
Output per Hour : 0.10 ls

Designation No. of Person No. of Hours Hourly Rate Amount

A. LABOR
. g. Construction Foreman 1 48.00 112.40 5,395.20
h. Skilled Labor 2 48.00 81.16 7,791.36
i. Unskilled Labor 2 48.00 62.60 6,009.60

Sub-Total for A 19,196.16

Name and Capacity Quantity No. of Day/s Daily Rental Amount
B. EQUIPMENT
. a. Minor Tool (10% of the labor cost) 1,919.62

Sub-Total for B 1,919.62

C. Total (A + B) 21,115.78
.D. Output per hour = 0.10 ls 1.00
E. Direct Unit Cost ( C/D ) 21,115.78

Name and Specification Units Quantity Unit Cost Amount

F. MATERIALS
. a. HDPE Pipe 1’’⌀ meter 271 40.00 10,840.00
b. HDPE Pipe 2’’⌀ meter 1550 179.00 277,450.00
c. HDPE Pipe 1/2’’⌀ meter 106 28.00 2,968.00
d. PVC pipe 2’’ meter 3 95.00 285.00
e. Brass swing Check Valve 3’’ pcs 2 7059.00 14,118.00
f. Brass swing Check Valve 1’’ pcs 2 1129.00 2,258.00
g. Brass swing Check Valve 1/2’’ pcs 106 429.00 45,474.00
h. HDPE Pipe Coupling 3’’⌀ pcs 2 950.00 1,900.00
i. HDPE Pipe Reducing Tee 2’’ x 1’’⌀ pcs 11 309.00 3,399.00
j. HDPE Pipe Reducing Tee 2’’ x 1/2’’⌀ pcs 70 202.00 14,140.00
k. HDPE Pipe Reducing Tee 1’’ x 1/2’’⌀ meter 22 236.00 5,192.00
l. HDPE Pipe Equal Tee 2’’ meter 4 189.00 756.00
m. HDPE Pipe Equal Tee 1’’ meter 1 46.00 46.00
n. HDPE Pipe elbow 3’’⌀ 45 degrees meter 2 326.00 652.00
o. HDPE Pipe elbow 2’’⌀ 90 degrees meter 6 229.00 1,374.00
p. HDPE Pipe elbow 2’’⌀ 45 degrees pcs 10 202.00 2,020.00
q. HDPE Pipe elbow 1’’⌀ 90 degrees pcs 3 36.00 108.00
r. HDPE Pipe elbow 1’’⌀ 45 degrees pcs 4 32.00 128.00
s. HDPE Pipe elbow 1/2’’⌀ 45 degrees pcs 1 16.00 16.00
t. Gate Valve 3’’ pcs 3 6489.00 19,467.00
u. Gate Valve 2’’ pcs 10 2329.00 23,290.00
v. Brass Swing Check Valve 3’’ meter 2 7059.00 14,118.00
w. Brass Swing Check Valve 1’’ meter 2 1129.00 2,258.00
 x. Brass Swing Check Valve 1/2’’ meter 106 429.00 45,474.00

Sub-Total for F 487,731.00

G. ESTIMATED DIRECT COST (C+F) 508,846.78
.H. Direct Unit Cost per l.s. 508,846.78
. I. Overhead, Contingencies, & Miscellaneous (OCM) use: 15% 76,327.02
J. Contractor’s Profit (CP) use: 10% 50,884.68
.K. Value Added Tax (VAT) use: 5% 30,747.60
L. TOTAL ADJUSTED COST (G+I+J+K) 666,805.60
M. Adjusted Unit Cost per l.s. 666,805.60