REPUBLIC OF THE PHILIPPINES

PUERTO PRINCESA CITY WATER DISTRICT

ENGINEERING SERVICES DEPARTMENT
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS

CIVIL WORKS - EARTHWORKS
CY 2023 - 1ST SEMESTER
 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

SUMMARY OF DIRECT UNIT COST

CIVIL WORKS - EARTHWORKS
CY 2023 - 1ST SEMESTER

ITEM
DESCRIPTION MATERIALS LABOR EQUIPMENT UNIT COST UNIT
NO.
1 CLEARING AND GRUBBING (Mechanized) - 0.58 13.90 14.48 sq.m
2 REMOVAL OF TREES (150mmØ - 300mmØ) 1,448.17 95.72 758.19 2,302.08 ea
3 REMOVAL OF TREES (300mmØ - 500mmØ) 1,448.17 191.83 1,514.24 3,154.24 ea
4 STRUCTURE EXCAVATION - COMMON SOIL (Manual) - 464.31 46.43 510.74 cu.m
5 STRUCTURE EXCAVATION - COMMON SOIL (Mechanized) - 19.70 370.04 389.74 cu.m
6 STRUCTURE EXCAVATION - SOFT ROCK (Mechanized) - 30.78 615.82 646.60 cu.m
7 STRUCTURE EXCAVATION - HARD ROCK (Mechanized) - 69.30 1,722.13 1,791.43 cu.m
8 STRUCTURE EXCAVATION - BOULDERS (Mechanized) - 65.98 1,355.04 1,421.02 cu.m
9 STRUCTURE EXCAVATION - CORRAL (Mechanized) - 76.94 1,577.53 1,654.47 cu.m
10 TRIMMING WORKS - 78.01 7.80 85.81 sq.m
11 EMBANKMENT FROM STRUCTURE EXCAVATION - 31.43 229.48 260.91 cu.m
12 EMBANKMENT, COMMON SOIL (Mechanized) 1,192.50 31.43 171.79 1,395.72 cu.m
13 EMBANKMENT, ITEM 201 (Mechanized) 1,726.10 31.43 171.79 1,929.32 cu.m
14 EMBANKMENT, MAGARWAK (Mechanized) 1,199.50 25.64 142.36 1,367.50 cu.m
15 STRUCTURE FOUNDATION FILL 1,097.10 221.57 218.56 1,537.23 cu.m
16 STRUCTURE BACKFILL, SIDE BORROW (Mechanized) - 28.19 258.65 286.84 cu.m
17 STRUCTURE BACKFILL, SIDE BORROW (Manual) - 130.11 287.95 418.06 cu.m
18 STRUCTURE BACKFILL, COMMON BORROW (Mechanized) 1,192.50 26.35 240.92 1,459.77 cu.m
19 GRAVEL BEDDING 2,493.12 230.68 74.36 2,798.16 cu.m
20 RIPRAP (Class A) 2,070.18 581.52 58.15 2,709.85 cu.m
21 RIPRAP (Class B) 2,070.18 431.15 411.92 2,913.25 cu.m
22 GROUTED RIPRAP (Class A, 30 cm thk) 3,937.14 697.42 305.34 4,939.90 cu.m
23 GROUTED RIPRAP (Class B, 50 cm thk) 3,637.91 543.98 809.90 4,991.79 cu.m
24 STONE MASONRY 4,856.94 544.83 296.02 5,697.79 cu.m
25 RUBBLE CONCRETE 5,113.58 622.51 338.72 6,074.81 cu.m
26 HAND LAID ROCK EMBANKMENT 2,070.18 278.97 27.90 2,377.05 set
27 CONCRETE SLOPE PROTECTION 11,900.87 1,538.58 571.99 14,011.44 cu.m
28 REMOVAL OF CONCRETE STRUCTURES 48.04 543.98 2,770.25 3,362.27 cu.m
29 REMOVAL OF STEEL STRUCTURES 61.72 1.15 3.57 66.44 kg
30 REMOVAL OF MASONRY WALL 48.04 67.97 510.84 626.85 sq.m
31 SOIL POISONING 1,526.40 47.44 4.74 1,578.58 sq.m

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN M. GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District
 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : CLEARING AND GRUBBING (Mechanized)
Unit Measurement : sq.m
Output per hour : 500.000
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.002 124.47 0.25
Unskilled Laborer 2 0.002 81.95 0.33

Subtotal for A 0.58

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 0.06
Dump Truck (12 yd³) 1 0.002 1,544.00 3.09
B Payloader (1.5 cu.m) 1 0.002 1,733.00 3.47
Bulldozer 1 0.002 3,642.00 7.28
Based on assumed 150 mm cut all throughout. A
corresponding adjustment in the output shall be
computed based on the actual field requirements.
Subtotal for B 13.90
C Total of Labor and Equipment (A + B) 14.48
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
D
Consumables (5% of Materials Cost) -
Hauling to Project Site (1% of Materials Cost) -
Subtotal for D -
E Direct Unit Cost C+D 14.48
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 2.17
G Contractor's Profit (CP) 10% of E 1.45
H Value Added Tax (VAT) 5% of (E + F + G) 0.91
I Total Unit Cost E+F+G+H 19.01

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : REMOVAL OF TREES (150mmØ - 300mmØ)
Unit Measurement : ea
Output per hour : 3.000
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Foreman 1 0.083 124.47 10.33
A Skilled Laborer 1 0.333 92.53 30.81
Unskilled Laborer 2 0.333 81.95 54.58

Subtotal for A 95.72

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 9.57
B Dump Truck (12 yd³) 1 0.250 1,544.00 386.00
Backhoe (0.80 cu.m) 1 0.167 2,096.00 350.03
Chainsaw 1 0.167 75.36 12.59

Subtotal for B 758.19

C Total of Labor and Equipment (A + B) 853.91
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Rope, 1" 20.000 m 68.31 1,366.20
D
Consumables (5% of Materials Cost) 68.31
Hauling to Project Site (1% of Materials Cost) 13.66
Subtotal for D 1,448.17
E Direct Unit Cost C+D 2,302.08
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 345.31
G Contractor's Profit (CP) 10% of E 230.21
H Value Added Tax (VAT) 5% of (E + F + G) 143.88
I Total Unit Cost E+F+G+H 3,021.48

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : REMOVAL OF TREES (300mmØ - 500mmØ)
Unit Measurement : ea
Output per hour : 1.500
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Foreman 1 0.167 124.47 20.79
A Skilled Laborer 1 0.667 92.53 61.72
Unskilled Laborer 2 0.667 81.95 109.32

Subtotal for A 191.83

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 19.18
Dump Truck (12 yd³) 1 0.500 1,544.00 772.00
B
Backhoe (0.80 cu.m) 1 0.333 2,096.00 697.97
Chainsaw 1 0.333 75.36 25.09

Subtotal for B 1,514.24

C Total of Labor and Equipment (A + B) 1,706.07
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Rope, 1" 20.000 m 68.31 1,366.20
D
Consumables (5% of Materials Cost) 68.31
Hauling to Project Site (1% of Materials Cost) 13.66
Subtotal for D 1,448.17
E Direct Unit Cost C+D 3,154.24
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 473.14
G Contractor's Profit (CP) 10% of E 315.42
H Value Added Tax (VAT) 5% of (E + F + G) 197.14
I Total Unit Cost E+F+G+H 4,139.94

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : STRUCTURE EXCAVATION - COMMON SOIL (Manual)
Unit Measurement : cu.m
Output per hour : 0.420
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.595 124.47 74.06
Unskilled Laborer 2 2.381 81.95 390.25

Subtotal for A 464.31

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
B Minor Equipment (10% of Labor Cost) 46.43

Subtotal for B 46.43

C Total of Labor and Equipment (A + B) 510.74
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials

D
Consumables (5% of Materials Cost) -
Hauling to Project Site (1% of Materials Cost) -
Subtotal for D -
E Direct Unit Cost C+D 510.74
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 76.61
G Contractor's Profit (CP) 10% of E 51.07
H Value Added Tax (VAT) 5% of (E + F + G) 31.92
I Total Unit Cost E+F+G+H 670.34

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : STRUCTURE EXCAVATION - COMMON SOIL (Mechanized)
Unit Measurement : cu.m
Output per hour : 14.000
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.018 124.47 2.24
Unskilled Laborer 3 0.071 81.95 17.46

Subtotal for A 19.70

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 1.97
B Dump Truck (12 yd³) 2 0.071 1,544.00 219.25
Backhoe (0.80 cu.m) 1 0.071 2,096.00 148.82

Subtotal for B 370.04

C Total of Labor and Equipment (A + B) 389.74
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials

D
Consumables (5% of Materials Cost) -
Hauling to Project Site (1% of Materials Cost) -
Subtotal for D -
E Direct Unit Cost C+D 389.74
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 58.46
G Contractor's Profit (CP) 10% of E 38.97
H Value Added Tax (VAT) 5% of (E + F + G) 24.36
I Total Unit Cost E+F+G+H 511.53

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : STRUCTURE EXCAVATION - SOFT ROCK (Mechanized)
Unit Measurement : cu.m
Output per hour : 9.000
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.028 124.47 3.49
Unskilled Laborer 3 0.111 81.95 27.29

Subtotal for A 30.78

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 3.08
Dump Truck (12 yd³) 2 0.111 1,544.00 342.77
B
Backhoe (0.80 cu.m) 1 0.056 2,096.00 117.38
Backhoe w/ Breaker 1 0.056 2,724.80 152.59

Subtotal for B 615.82

C Total of Labor and Equipment (A + B) 646.60
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials

D
Consumables (5% of Materials Cost) -
Hauling to Project Site (1% of Materials Cost) -
Subtotal for D -
E Direct Unit Cost C+D 646.60
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 96.99
G Contractor's Profit (CP) 10% of E 64.66
H Value Added Tax (VAT) 5% of (E + F + G) 40.41
I Total Unit Cost E+F+G+H 848.66

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : STRUCTURE EXCAVATION - HARD ROCK (Mechanized)
Unit Measurement : cu.m
Output per hour : 4.000
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.063 124.47 7.84
Unskilled Laborer 3 0.250 81.95 61.46

Subtotal for A 69.30

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 6.93
Dump Truck (12 yd³) 2 0.250 1,544.00 772.00
B
Backhoe w/ Breaker 1 0.250 2,724.80 681.20
Backhoe (0.80 cu.m) 1 0.125 2,096.00 262.00

Subtotal for B 1,722.13

C Total of Labor and Equipment (A + B) 1,791.43
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials

D
Consumables (5% of Materials Cost) -
Hauling to Project Site (1% of Materials Cost) -
Subtotal for D -
E Direct Unit Cost C+D 1,791.43
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 268.71
G Contractor's Profit (CP) 10% of E 179.14
H Value Added Tax (VAT) 5% of (E + F + G) 111.96
I Total Unit Cost E+F+G+H 2,351.24

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : STRUCTURE EXCAVATION - BOULDERS (Mechanized)
Unit Measurement : cu.m
Output per hour : 4.200
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.060 124.47 7.47
Unskilled Laborer 3 0.238 81.95 58.51

Subtotal for A 65.98

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 6.60
Dump Truck (12 yd³) 2 0.238 1,544.00 734.94
B
Backhoe (0.80 cu.m) 1 0.060 2,096.00 125.76
Backhoe w/ Breaker 1 0.179 2,724.80 487.74

Subtotal for B 1,355.04

C Total of Labor and Equipment (A + B) 1,421.02
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials

D
Consumables (5% of Materials Cost) -
Hauling to Project Site (1% of Materials Cost) -
Subtotal for D -
E Direct Unit Cost C+D 1,421.02
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 213.15
G Contractor's Profit (CP) 10% of E 142.10
H Value Added Tax (VAT) 5% of (E + F + G) 88.81
I Total Unit Cost E+F+G+H 1,865.08

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : STRUCTURE EXCAVATION - CORRAL (Mechanized)
Unit Measurement : cu.m
Output per hour : 3.600
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.069 124.47 8.59
Unskilled Laborer 3 0.278 81.95 68.35

Subtotal for A 76.94

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 7.69
Dump Truck (12 yd³) 2 0.278 1,544.00 858.46
B
Backhoe (0.80 cu.m) 1 0.069 2,096.00 144.62
Backhoe w/ Breaker 1 0.208 2,724.80 566.76

Subtotal for B 1,577.53

C Total of Labor and Equipment (A + B) 1,654.47
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials

D
Consumables (5% of Materials Cost) -
Hauling to Project Site (1% of Materials Cost) -
Subtotal for D -
E Direct Unit Cost C+D 1,654.47
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 248.17
G Contractor's Profit (CP) 10% of E 165.45
H Value Added Tax (VAT) 5% of (E + F + G) 103.40
I Total Unit Cost E+F+G+H 2,171.49

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : TRIMMING WORKS
Unit Measurement : sq.m
Output per hour : 5.000
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.100 124.47 12.45
Unskilled Laborer 4 0.200 81.95 65.56

Subtotal for A 78.01

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
B Minor Equipment (10% of Labor Cost) 7.80

Subtotal for B 7.80

C Total of Labor and Equipment (A + B) 85.81
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials

D
Consumables (5% of Materials Cost) -
Hauling to Project Site (1% of Materials Cost) -
Subtotal for D -
E Direct Unit Cost C+D 85.81
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 12.87
G Contractor's Profit (CP) 10% of E 8.58
H Value Added Tax (VAT) 5% of (E + F + G) 5.36
I Total Unit Cost E+F+G+H 112.62

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : EMBANKMENT FROM STRUCTURE EXCAVATION
Unit Measurement : cu.m
Output per hour : 9.840
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.051 124.47 6.35
Unskilled Laborer 3 0.102 81.95 25.08

Subtotal for A 31.43

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 3.14
B Plate Compactor 1 0.102 123.00 12.55
Backhoe (0.80 cu.m) 1 0.102 2,096.00 213.79

Subtotal for B 229.48

C Total of Labor and Equipment (A + B) 260.91
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials

D
Consumables (5% of Materials Cost) -
Hauling to Project Site (1% of Materials Cost) -
Subtotal for D -
E Direct Unit Cost C+D 260.91
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 39.14
G Contractor's Profit (CP) 10% of E 26.09
H Value Added Tax (VAT) 5% of (E + F + G) 16.31
I Total Unit Cost E+F+G+H 342.45

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : EMBANKMENT, COMMON SOIL (Mechanized)
Unit Measurement : cu.m
Output per hour : 9.840
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.051 124.47 6.35
Unskilled Laborer 3 0.102 81.95 25.08

Subtotal for A 31.43

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 3.14
B Plate Compactor 1 0.076 123.00 9.35
Backhoe (0.80 cu.m) 1 0.076 2,096.00 159.30

Subtotal for B 171.79

C Total of Labor and Equipment (A + B) 203.22
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Filling Materials, Common Soil 1.250 cu.m 900.00 1,125.00
(w/ 25% Shrinkage Factor)
D

Consumables (5% of Materials Cost) 56.25

Hauling to Project Site (1% of Materials Cost) 11.25
Subtotal for D 1,192.50
E Direct Unit Cost C+D 1,395.72
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 209.36
G Contractor's Profit (CP) 10% of E 139.57
H Value Added Tax (VAT) 5% of (E + F + G) 87.23
I Total Unit Cost E+F+G+H 1,831.88

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : EMBANKMENT, ITEM 201 (Mechanized)
Unit Measurement : cu.m
Output per hour : 9.840
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.051 124.47 6.35
Unskilled Laborer 3 0.102 81.95 25.08

Subtotal for A 31.43

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 3.14
B Plate Compactor 1 0.076 123.00 9.35
Backhoe (0.80 cu.m) 1 0.076 2,096.00 159.30

Subtotal for B 171.79

C Total of Labor and Equipment (A + B) 203.22
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Filling Materials, Item 201 1.180 cu.m 1,380.00 1,628.40
(w/ 18% Shrinkage Factor)
D

Consumables (5% of Materials Cost) 81.42

Hauling to Project Site (1% of Materials Cost) 16.28
Subtotal for D 1,726.10
E Direct Unit Cost C+D 1,929.32
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 289.40
G Contractor's Profit (CP) 10% of E 192.93
H Value Added Tax (VAT) 5% of (E + F + G) 120.58
I Total Unit Cost E+F+G+H 2,532.23

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : EMBANKMENT, MAGARWAK (Mechanized)
Unit Measurement : cu.m
Output per hour : 12.000
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.042 124.47 5.23
Unskilled Laborer 3 0.083 81.95 20.41

Subtotal for A 25.64

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 2.56
B Plate Compactor 1 0.063 123.00 7.75
Backhoe (0.80 cu.m) 1 0.063 2,096.00 132.05

Subtotal for B 142.36

C Total of Labor and Equipment (A + B) 168.00
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Filling Materials, Magarwak 1.150 cu.m 984.00 1,131.60
(w/ 15% Shrinkage Factor)
D

Consumables (5% of Materials Cost) 56.58

Hauling to Project Site (1% of Materials Cost) 11.32
Subtotal for D 1,199.50
E Direct Unit Cost C+D 1,367.50
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 205.13
G Contractor's Profit (CP) 10% of E 136.75
H Value Added Tax (VAT) 5% of (E + F + G) 85.47
I Total Unit Cost E+F+G+H 1,794.85

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : STRUCTURE FOUNDATION FILL
Unit Measurement : cu.m
Output per hour : 1.250
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.200 124.47 24.89
Unskilled Laborer 3 0.800 81.95 196.68

Subtotal for A 221.57

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 22.16
B Plate Compactor 1 0.800 123.00 98.40
Water Truck/Pump (16000L) 1 0.040 2,450.00 98.00

Subtotal for B 218.56

C Total of Labor and Equipment (A + B) 440.13
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Filling Materials, Common Soil 1.150 cu.m 900.00 1,035.00
(w/ 15% Shrinkage Factor)
D

Consumables (5% of Materials Cost) 51.75

Hauling to Project Site (1% of Materials Cost) 10.35
Subtotal for D 1,097.10
E Direct Unit Cost C+D 1,537.23
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 230.58
G Contractor's Profit (CP) 10% of E 153.72
H Value Added Tax (VAT) 5% of (E + F + G) 96.08
I Total Unit Cost E+F+G+H 2,017.61

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : STRUCTURE BACKFILL, SIDE BORROW (Mechanized)
Unit Measurement : cu.m
Output per hour : 9.840
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.025 124.47 3.11
Unskilled Laborer 3 0.102 81.95 25.08

Subtotal for A 28.19

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 2.82
B Backhoe (0.80 cu.m) 1 0.102 2,096.00 213.79
Tamping Rammer 1 0.102 412.20 42.04

Subtotal for B 258.65

C Total of Labor and Equipment (A + B) 286.84
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials

D
Consumables (5% of Materials Cost) -
Hauling to Project Site (1% of Materials Cost) -
Subtotal for D -
E Direct Unit Cost C+D 286.84
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 43.03
G Contractor's Profit (CP) 10% of E 28.68
H Value Added Tax (VAT) 5% of (E + F + G) 17.93
I Total Unit Cost E+F+G+H 376.48

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : STRUCTURE BACKFILL, SIDE BORROW (Manual)
Unit Measurement : cu.m
Output per hour : 1.500
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.167 124.47 20.79
Unskilled Laborer 2 0.667 81.95 109.32

Subtotal for A 130.11

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 13.01
B
Tamping Rammer 1 0.667 412.20 274.94

Subtotal for B 287.95

C Total of Labor and Equipment (A + B) 418.06
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials

D
Consumables (5% of Materials Cost) -
Hauling to Project Site (1% of Materials Cost) -
Subtotal for D -
E Direct Unit Cost C+D 418.06
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 62.71
G Contractor's Profit (CP) 10% of E 41.81
H Value Added Tax (VAT) 5% of (E + F + G) 26.13
I Total Unit Cost E+F+G+H 548.71

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : STRUCTURE BACKFILL, COMMON BORROW (Mechanized)
Unit Measurement : cu.m
Output per hour : 10.500
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.024 124.47 2.99
Unskilled Laborer 3 0.095 81.95 23.36

Subtotal for A 26.35

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 2.64
B Backhoe (0.80 cu.m) 1 0.095 2,096.00 199.12
Tamping Rammer 1 0.095 412.20 39.16

Subtotal for B 240.92

C Total of Labor and Equipment (A + B) 267.27
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Filling Materials, Common Soil 1.250 cu.m 900.00 1,125.00
(w/ 25% Shrinkage Factor)
D

Consumables (5% of Materials Cost) 56.25

Hauling to Project Site (1% of Materials Cost) 11.25
Subtotal for D 1,192.50
E Direct Unit Cost C+D 1,459.77
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 218.97
G Contractor's Profit (CP) 10% of E 145.98
H Value Added Tax (VAT) 5% of (E + F + G) 91.24
I Total Unit Cost E+F+G+H 1,915.96

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : GRAVEL BEDDING
Unit Measurement : cu.m
Output per hour : 1.200
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Foreman 1 0.208 124.47 25.89
Unskilled Laborer 3 0.833 81.95 204.79

Subtotal for A 230.68

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 23.07
B
Plate Compactor 1 0.417 123.00 51.29

Subtotal for B 74.36

C Total of Labor and Equipment (A + B) 305.04
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Gravel, G1 1.050 cu.m 2,240.00 2,352.00
(w/ 5% Shrinkage Factor)
D

Consumables (5% of Materials Cost) 117.60

Hauling to Project Site (1% of Materials Cost) 23.52
Subtotal for D 2,493.12
E Direct Unit Cost C+D 2,798.16
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 419.72
G Contractor's Profit (CP) 10% of E 279.82
H Value Added Tax (VAT) 5% of (E + F + G) 174.89
I Total Unit Cost E+F+G+H 3,672.59

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : RIPRAP (Class A)
Unit Measurement : cu.m
Output per hour : 1.500
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Foreman 1 0.167 124.47 20.79
A Skilled Laborer 2 0.667 92.53 123.44
Unskilled Laborer 8 0.667 81.95 437.29

Subtotal for A 581.52

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
B Minor Equipment (10% of Labor Cost) 58.15

Subtotal for B 58.15

C Total of Labor and Equipment (A + B) 639.67
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Boulders (15 - 25kg) 1.050 cu.m 1,860.00 1,953.00
D
Consumables (5% of Materials Cost) 97.65
Hauling to Project Site (1% of Materials Cost) 19.53
Subtotal for D 2,070.18
E Direct Unit Cost C+D 2,709.85
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 406.48
G Contractor's Profit (CP) 10% of E 270.99
H Value Added Tax (VAT) 5% of (E + F + G) 169.37
I Total Unit Cost E+F+G+H 3,556.69

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : RIPRAP (Class B)
Unit Measurement : cu.m
Output per hour : 1.250
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Plumber 1 0.200 104.29 20.86
A Skilled Laborer 2 0.800 92.53 148.05
Unskilled Laborer 4 0.800 81.95 262.24

Subtotal for A 431.15

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 43.12
B
Backhoe, Wheel Mounted (0.28 cu.m) 1 0.400 922.00 368.80

Subtotal for B 411.92

C Total of Labor and Equipment (A + B) 843.07
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Boulders (30 - 70kg) 1.050 cu.m 1,860.00 1,953.00
D
Consumables (5% of Materials Cost) 97.65
Hauling to Project Site (1% of Materials Cost) 19.53
Subtotal for D 2,070.18
E Direct Unit Cost C+D 2,913.25
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 436.99
G Contractor's Profit (CP) 10% of E 291.33
H Value Added Tax (VAT) 5% of (E + F + G) 182.08
I Total Unit Cost E+F+G+H 3,823.65

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : GROUTED RIPRAP (Class A, 30 cm thk)
Unit Measurement : cu.m
Output per hour : 1.250
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Foreman 1 0.200 124.47 24.89
A Skilled Laborer 2 0.800 92.53 148.05
Unskilled Laborer 8 0.800 81.95 524.48

Subtotal for A 697.42

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 69.74
B One Bagger Mixer 1 0.800 172.00 137.60
Water Truck/Pump (16000L) 1 0.040 2,450.00 98.00

Subtotal for B 305.34

C Total of Labor and Equipment (A + B) 1,002.76
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Cement, Portland 3.000 bag 298.38 895.14
Sand, Screened 0.250 cu.m 2,211.60 552.90
Gravel, G1 0.015 cu.m 2,240.00 33.60
Pipe, uPVC, Series 10, 2"Ø X 6m 0.300 lm 210.00 63.00
D
Filter, Cloth, 150 microns 3.333 sq.m 65.00 216.65
Boulders (15 - 25kg) 1.050 cu.m 1,860.00 1,953.00

Consumables (5% of Materials Cost) 185.71

Hauling to Project Site (1% of Materials Cost) 37.14
Subtotal for D 3,937.14
E Direct Unit Cost C+D 4,939.90
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 740.99
G Contractor's Profit (CP) 10% of E 493.99
H Value Added Tax (VAT) 5% of (E + F + G) 308.74
I Total Unit Cost E+F+G+H 6,483.62

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : GROUTED RIPRAP (Class B, 50 cm thk)
Unit Measurement : cu.m
Output per hour : 1.000
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Foreman 1 0.250 124.47 31.12
A Skilled Laborer 2 1.000 92.53 185.06
Unskilled Laborer 4 1.000 81.95 327.80

Subtotal for A 543.98

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 54.40
One Bagger Mixer 1 1.000 172.00 172.00
B
Water Truck/Pump (16000L) 1 0.050 2,450.00 122.50
Backhoe, Wheel Mounted (0.28 cu.m) 1 0.500 922.00 461.00

Subtotal for B 809.90

C Total of Labor and Equipment (A + B) 1,353.88
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Cement, Portland 2.500 bag 298.38 745.95
Sand, Screened 0.210 cu.m 2,211.60 464.44
Gravel, G1 0.015 cu.m 2,240.00 33.60
Pipe, uPVC, Series 10, 2"Ø X 6m 0.500 lm 210.00 105.00
D
Filter, Cloth, 150 microns 2.000 sq.m 65.00 130.00
Boulders (30 - 70kg) 1.050 cu.m 1,860.00 1,953.00

Consumables (5% of Materials Cost) 171.60

Hauling to Project Site (1% of Materials Cost) 34.32
Subtotal for D 3,637.91
E Direct Unit Cost C+D 4,991.79
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 748.77
G Contractor's Profit (CP) 10% of E 499.18
H Value Added Tax (VAT) 5% of (E + F + G) 311.99
I Total Unit Cost E+F+G+H 6,551.73

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : STONE MASONRY
Unit Measurement : cu.m
Output per hour : 1.600
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Foreman 1 0.156 124.47 19.42
A Skilled Laborer 2 0.625 92.53 115.66
Unskilled Laborer 8 0.625 81.95 409.75

Subtotal for A 544.83

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 54.48
One Bagger Mixer 1 0.625 172.00 107.50
B
Water Truck/Pump (16000L) 1 0.031 2,450.00 75.95
Backhoe, Wheel Mounted (0.28 cu.m) 1 0.063 922.00 58.09

Subtotal for B 296.02

C Total of Labor and Equipment (A + B) 840.85
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Cement, Portland 5.500 bag 298.38 1,641.09
Sand, Screened 0.300 cu.m 2,211.60 663.48
Gravel, G1 0.020 cu.m 2,240.00 44.80
Pipe, uPVC, Series 10, 2"Ø X 6m 0.300 lm 210.00 63.00
D
Filter, Cloth, 150 microns 3.333 sq.m 65.00 216.65
Boulders (15 - 25kg) 1.050 cu.m 1,860.00 1,953.00

Consumables (5% of Materials Cost) 229.10

Hauling to Project Site (1% of Materials Cost) 45.82
Subtotal for D 4,856.94
E Direct Unit Cost C+D 5,697.79
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 854.67
G Contractor's Profit (CP) 10% of E 569.78
H Value Added Tax (VAT) 5% of (E + F + G) 356.11
I Total Unit Cost E+F+G+H 7,478.35

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : RUBBLE CONCRETE
Unit Measurement : cu.m
Output per hour : 1.400
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Foreman 1 0.179 124.47 22.28
A
Skilled Laborer 2 0.714 92.53 132.13
Unskilled Laborer 8 0.714 81.95 468.10

Subtotal for A 622.51

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 62.25
One Bagger Mixer 1 0.714 172.00 122.81
B
Water Truck/Pump (16000L) 1 0.036 2,450.00 88.20
Backhoe, Wheel Mounted (0.28 cu.m) 1 0.071 922.00 65.46

Subtotal for B 338.72

C Total of Labor and Equipment (A + B) 961.23
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Cement, Portland 4.200 bag 298.38 1,253.20
Sand, Screened 0.300 cu.m 2,211.60 663.48
Gravel, G1 0.020 cu.m 2,240.00 44.80
Gravel, 3/4 (crushed) 0.630 cu.m 2,240.00 1,411.20
Pipe, uPVC, Series 10, 2"Ø X 6m 0.300 lm 210.00 63.00
D Filter, Cloth, 150 microns 3.333 sq.m 65.00 216.65
Boulders (15 - 25kg) 0.630 cu.m 1,860.00 1,171.80
Note:
60% Boulder + 50% Class B Concrete

Consumables (5% of Materials Cost) 241.21

Hauling to Project Site (1% of Materials Cost) 48.24
Subtotal for D 5,113.58
E Direct Unit Cost C+D 6,074.81
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 911.22
G Contractor's Profit (CP) 10% of E 607.48
H Value Added Tax (VAT) 5% of (E + F + G) 379.68
I Total Unit Cost E+F+G+H 7,973.19

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : HAND LAID ROCK EMBANKMENT
Unit Measurement : set
Output per hour : 3.125
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Foreman 1 0.080 124.47 9.96
A Skilled Laborer 2 0.320 92.53 59.22
Unskilled Laborer 8 0.320 81.95 209.79

Subtotal for A 278.97

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
B Minor Equipment (10% of Labor Cost) 27.90

Subtotal for B 27.90

C Total of Labor and Equipment (A + B) 306.87
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Boulders (15 - 25kg) 1.050 cu.m 1,860.00 1,953.00
D
Consumables (5% of Materials Cost) 97.65
Hauling to Project Site (1% of Materials Cost) 19.53
Subtotal for D 2,070.18
E Direct Unit Cost C+D 2,377.05
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 356.56
G Contractor's Profit (CP) 10% of E 237.71
H Value Added Tax (VAT) 5% of (E + F + G) 148.57
I Total Unit Cost E+F+G+H 3,119.89

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : CONCRETE SLOPE PROTECTION
Unit Measurement : cu.m
Output per hour : 1.000
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Skilled Laborer 4 1.000 92.53 370.12
Unskilled Laborer 8 1.000 81.95 655.60
A
Installation of Formworks & Rebars
Skilled Laborer 2 1.000 92.53 185.06
Unskilled Laborer 4 1.000 81.95 327.80

Subtotal for A 1,538.58

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 153.86
One Bagger Mixer 1 1.000 172.00 172.00
Water Truck/Pump (16000L) 1 0.050 2,450.00 122.50
B Backhoe, Wheel Mounted (0.28 cu.m) 1 0.100 922.00 92.20
Concrete Vibrator w/ drive unit 1 0.050 57.17 2.86
Bar Cutter 1 0.050 219.75 10.99
Bar Bender 1 0.050 351.50 17.58

Subtotal for B 571.99

C Total of Labor and Equipment (A + B) 2,110.57
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Cement, Portland 8.400 bag 298.38 2,506.39
Sand, Screened 0.500 cu.m 2,211.60 1,105.80
Gravel, 3/4 (crushed) 1.000 cu.m 2,240.00 2,240.00
Pipe, uPVC, Series 10, 2"Ø X 6m 0.300 lm 210.00 63.00
Filter, Cloth, 150 microns 3.333 sq.m 65.00 216.65
Granular Material, Pebbles (12mm - 14mm) 0.016 cu.m 15,000.00 240.00
D Steel, RSB Grade 40 26.030 kg 89.42 2,327.60
Plywood, Marine, 12mm 0.480 pc 2,096.40 1,006.27
Lumber, Good 18.760 bd.ft 77.69 1,457.46
Wire, Tie, G.I. No. 16 0.521 kg 90.50 47.15
Nail, Ordinary 0.188 kg 90.00 16.92

Consumables (5% of Materials Cost) 561.36

Hauling to Project Site (1% of Materials Cost) 112.27
Subtotal for D 11,900.87
E Direct Unit Cost C+D 14,011.44
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 2,101.72
G Contractor's Profit (CP) 10% of E 1,401.14
H Value Added Tax (VAT) 5% of (E + F + G) 875.72
I Total Unit Cost E+F+G+H 18,390.02

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : REMOVAL OF CONCRETE STRUCTURES
Unit Measurement : cu.m
Output per hour : 1.000
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Foreman 1 0.250 124.47 31.12
A Skilled Laborer 2 1.000 92.53 185.06
Unskilled Laborer 4 1.000 81.95 327.80

Subtotal for A 543.98

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 54.40
Backhoe w/ Breaker 1 0.500 2,724.80 1,362.40
Jackhammer 1 1.000 150.00 150.00
B
Air Compressor (356-450 cfm) 1 1.000 965.00 965.00
Dump Truck (12 yd³) 1 0.125 1,544.00 193.00
Cutting Outfit 1 1.000 45.45 45.45

Subtotal for B 2,770.25

C Total of Labor and Equipment (A + B) 3,314.23
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
LPG, 11 kgs (Content Only) 0.100 kg 136.36 13.64
Oxygen 0.022 tank 1,440.00 31.68
D

Consumables (5% of Materials Cost) 2.27

Hauling to Project Site (1% of Materials Cost) 0.45
Subtotal for D 48.04
E Direct Unit Cost C+D 3,362.27
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 504.34
G Contractor's Profit (CP) 10% of E 336.23
H Value Added Tax (VAT) 5% of (E + F + G) 210.14
I Total Unit Cost E+F+G+H 4,412.98

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : REMOVAL OF STEEL STRUCTURES
Unit Measurement : kg
Output per hour : 500.000
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Foreman 1 0.001 124.47 0.12
A Skilled Laborer 2 0.002 92.53 0.37
Unskilled Laborer 4 0.002 81.95 0.66

Subtotal for A 1.15

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 0.12
Dump Truck (12 yd³) 1 0.001 1,544.00 1.54
B
Truck Mounted Crane (31-35 mt) 1 0.001 1,861.00 1.86
Cutting Outfit 1 0.001 45.45 0.05

Subtotal for B 3.57

C Total of Labor and Equipment (A + B) 4.72
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
LPG, 11 kgs (Content Only) 0.100 kg 136.36 13.64
Oxygen 0.022 tank 1,440.00 31.68
D Rope, 1" 0.189 m 68.31 12.91

Consumables (5% of Materials Cost) 2.91

Hauling to Project Site (1% of Materials Cost) 0.58
Subtotal for D 61.72
E Direct Unit Cost C+D 66.44
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 9.97
G Contractor's Profit (CP) 10% of E 6.64
H Value Added Tax (VAT) 5% of (E + F + G) 4.15
I Total Unit Cost E+F+G+H 87.20

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : REMOVAL OF MASONRY WALL
Unit Measurement : sq.m
Output per hour : 8.000
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
Foreman 1 0.031 124.47 3.86
A Skilled Laborer 2 0.125 92.53 23.13
Unskilled Laborer 4 0.125 81.95 40.98

Subtotal for A 67.97

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
Minor Equipment (10% of Labor Cost) 6.80
Backhoe w/ Breaker 1 0.063 2,724.80 171.66
B Jackhammer 1 0.125 150.00 18.75
Air Compressor (356-450 cfm) 1 0.125 965.00 120.63
Dump Truck (12 yd³) 1 0.125 1,544.00 193.00

Subtotal for B 510.84

C Total of Labor and Equipment (A + B) 578.81
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
LPG, 11 kgs (Content Only) 0.100 kg 136.36 13.64
Oxygen 0.022 tank 1,440.00 31.68
D

Consumables (5% of Materials Cost) 2.27

Hauling to Project Site (1% of Materials Cost) 0.45
Subtotal for D 48.04
E Direct Unit Cost C+D 626.85
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 94.03
G Contractor's Profit (CP) 10% of E 62.69
H Value Added Tax (VAT) 5% of (E + F + G) 39.18
I Total Unit Cost E+F+G+H 822.75

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

DETAILED UNIT PRICE ANALYSIS (DUPA)

CY-2023 1st Semester
Item No. / Description : SOIL POISONING
Unit Measurement : sq.m
Output per hour : 5.400
No. of
Designation Hour/ Unit Hourly Rate Amount (Php)
Person/s
Labor
A Skilled Laborer 1 0.185 92.53 17.12
Unskilled Laborer 2 0.185 81.95 30.32

Subtotal for A 47.44

Name and Capacity No. of Units Hour/ Unit Hourly Rate Amount (Php)
Equipment
B Minor Equipment (10% of Labor Cost) 4.74

Subtotal for B 4.74

C Total of Labor and Equipment (A + B) 52.18
Name and Specifications Quantity Units Unit Cost Amount (Php)
Materials
Soil Poison (ltr) 1.000 ltr 1,440.00 1,440.00
D
Consumables (5% of Materials Cost) 72.00
Hauling to Project Site (1% of Materials Cost) 14.40
Subtotal for D 1,526.40
E Direct Unit Cost C+D 1,578.58
F Overhead, Contingencies & Miscellaneous (OCM) 15% of E 236.79
G Contractor's Profit (CP) 10% of E 157.86
H Value Added Tax (VAT) 5% of (E + F + G) 98.66
I Total Unit Cost E+F+G+H 2,071.89

Prepared: Checked & Reviewed: Verified Correct:

ENGR. NEIL RYAN GUTIERREZ ENGR. NIMROD M. SAGUN ENGR. JUAN A. ARQUERO JR.
Engineering Assistant B Division Manager A Department Manager A
Planning & Design Division Planning & Design Division Engineering Services Department

Recommending Approval: Approved:

ENGR. VICENTE D. ABREA WALTER J. LAUREL

AGM for Operations General Manager
Puerto Princesa City Water District Puerto Princesa City Water District

Computation of Indirect Cost is based on DPWH D.O. 197 Series of 2016.

 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

ANNEX A
COMPARATIVE COST

ITEM CY 2022 - 2ND CY 2023 - 1ST

DESCRIPTION UNIT
NO. SEMESTER SEMESTER
1 CLEARING AND GRUBBING (Mechanized) sq.m 14.35 14.48
2 REMOVAL OF TREES (150mmØ - 300mmØ) ea 1,246.10 2,302.08
3 REMOVAL OF TREES (300mmØ - 500mmØ) ea 2,023.84 3,154.24
4 STRUCTURE EXCAVATION - COMMON SOIL (Manual) cu.m 323.31 510.74
5 STRUCTURE EXCAVATION - COMMON SOIL (Mechanized) cu.m 223.79 389.74
6 STRUCTURE EXCAVATION - SOFT ROCK (Mechanized) cu.m 341.90 646.60
7 STRUCTURE EXCAVATION - HARD ROCK (Mechanized) cu.m 1,418.62 1,791.43
8 STRUCTURE EXCAVATION - BOULDERS (Mechanized) cu.m - 1,421.02
9 STRUCTURE EXCAVATION - CORRAL (Mechanized) cu.m - 1,654.47
10 TRIMMING WORKS sq.m 62.59 85.81
11 EMBANKMENT FROM STRUCTURE EXCAVATION cu.m 189.45 260.91
12 EMBANKMENT, COMMON SOIL (Mechanized) cu.m 1,126.95 1,395.72
13 EMBANKMENT, ITEM 201 (Mechanized) cu.m 1,439.91 1,929.32
14 EMBANKMENT, MAGARWAK (Mechanized) cu.m 1,152.21 1,367.50
15 STRUCTURE FOUNDATION FILL cu.m 1,301.39 1,537.23
16 STRUCTURE BACKFILL, SIDE BORROW (Mechanized) cu.m 215.75 286.84
17 STRUCTURE BACKFILL, SIDE BORROW (Manual) cu.m - 418.06
18 STRUCTURE BACKFILL, COMMON BORROW (Mechanized) cu.m 1,138.45 1,459.77
19 GRAVEL BEDDING cu.m 2,115.23 2,798.16
20 RIPRAP (Class A) cu.m 1,719.85 2,709.85
21 RIPRAP (Class B) cu.m 2,361.91 2,913.25
22 GROUTED RIPRAP (Class A, 30 cm thk) cu.m 3,467.42 4,939.90
23 GROUTED RIPRAP (Class B, 50 cm thk) cu.m 3,890.77 4,991.79
24 STONE MASONRY cu.m 4,002.57 5,697.79
25 RUBBLE CONCRETE cu.m 4,300.66 6,074.81
26 HAND LAID ROCK EMBANKMENT set 1,453.77 2,377.05
27 CONCRETE SLOPE PROTECTION cu.m 10,246.67 14,011.44
28 REMOVAL OF CONCRETE STRUCTURES cu.m 3,634.87 3,362.27
29 REMOVAL OF STEEL STRUCTURES kg 597.33 66.44
30 REMOVAL OF MASONRY WALL sq.m 802.97 626.85
31 SOIL POISONING sq.m 1,605.28 1,578.58
 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

ANNEX B.1
LABOR RATES

Labor
Category Monthly Rate Daily Rate Hourly Rate
Index
Foreman 1.52 24,893.89 995.76 124.47
Skilled Laborer 1.13 18,506.52 740.26 92.53
Semi- skilled Laborer 1.06 17,423.46 696.94 87.12
Unskilled Laborer 1.00 16,390.83 655.63 81.95
Mason 1.27 20,857.97 834.32 104.29
Carpenter 1.27 20,857.97 834.32 104.29
Steelman 1.27 20,857.97 834.32 104.29
Welder 1.35 22,131.41 885.26 110.66
Painter 1.27 20,857.97 834.32 104.29
Plumber 1.27 20,857.97 834.32 104.29
Electrician 1.35 22,131.41 885.26 110.66
Truck Driver, (light) 1.13 18,506.52 740.26 92.53
Truck Driver, (heavy) 1.27 20,857.97 834.32 104.29
Equipment Operator Oiler 1.13 18,506.52 740.26 92.53
Equipment Operator Mechanic 1.52 24,893.89 995.76 124.47
Equipment Operator (light) 1.43 23,476.72 939.07 117.38
Equipment Operator (medium) 1.43 23,476.72 939.07 117.38
Equipment Operator (heavy) 1.52 24,848.93 939.07 117.38

Labor rates are computed based on current SSS, PAGIBIG & PhilHealth contribution for CY 2023. Additionally, 13th
month pay and leave benefits for private companies are included in the resulting Hourly Rates.
 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

ANNEX B.2
EQUIPMENT RENTAL RATES

Equipment Type Name & Capacity Hourly Rate

Earth Moving Equipment
Bulldozer 3,642.00
Payloader (1.5 cu.m) 1,733.00
Motorized Road Grader 2,173.00
Compaction Equipment
Plate Compactor 123.00
Tamping Rammer 412.20
Vibratory Roller (10 mt) 1,846.00
Lifting Equipment
Crawler Crane (21-25 mt) 1,522.00
Crawler Crane (36-40 mt) 1,902.00
Crawler Crane (41-45 mt) 2,151.00
Truck Mounted Crane (21-25 mt) 1,631.00
Truck Mounted Crane (31-35 mt) 1,861.00
Truck Mounted Crane (41-45 mt) 2,606.00
Aerial Lift, Scissor Lift 1,386.00
Excavating Equipment
Backhoe, Wheel Mounted (0.28 cu.m) 922.00
Backhoe (0.80 cu.m) 2,096.00
Backhoe w/ Breaker 2,724.80
Portable Breaker 123.20
Foundation Equipment
Diesel Hammer (7500 kg-m) 1,286.00
Vibro Hammer (60 ton) 2,123.00
Vibro Hammer (120 kN-m) 4,118.00
Vibro Hammer (45000 kg-m) 3,069.00
Drilling Rig 12,637.00
Concreting Equipment
Concrete Screeder 545.00
Concrete Paver 6,765.00
One Bagger Mixer 172.00
Transit Mixer 1,461.00
Concrete Vibrator w/ drive unit 57.17
Pumpcrete 2,076.00
Hauling Equipment
Dump Truck (12 yd³) 1,544.00
Cargo/Service Truck (2-5 mt) 783.00
Cargo/Service Truck (9-10 mt) 1,212.00
Boom Truck 1,930.00
Water Truck/Pump (16000L) 2,450.00
Air Equipment
Air Compressor (356-450 cfm) 965.00
Air Compressor (161-185 cfm) 502.00
Air Compressor (126-160 cfm) 450.00
Air Compressor (15-35 cfm) 205.00
Diamond Drill 201.25
Jackhammer 150.00
Pheumatic Drilling Machine 170.00
Pumping Equipment
Water Pump, 100 mm suction (1800 lpm) 123.38
Water Pump, 100 mm suction (2667 lpm) 266.25
Power Generating Equipment
Generator Set (300kW, 375 kVa) 872.87
Generator Set (700 kW, 875 kVa) 2,147.27
Welding Equipment
Welding Machine (300 Amp) 371.00
Welding Machine (500 Amp) 539.00
Cutting Outfit 45.45
Special Support Equipment
Chainsaw 75.36
Concrete Saw (7.5 Hp) 32.64
Miscellaneous Equipment
Bar Cutter 219.75
Bar Bender 351.50
Drop hammer w/ accessories 5,000.00
1 Air Compressor w/ 2 Jack hammer 1,265.00
Tower Lights (4 x 1000 watts) 260.86
Bentonite Bin 280.00
Bentonite Mixer 173.00
Grinding Machine and accessories 75.38
Cut-off Machine 300.00

*Operated rental rates per hour of equipments are based on the prevailing ACEL Equipment Guidebook, Edition 26
published in 2020.
 REPUBLIC OF THE PHILIPPINES
PUERTO PRINCESA CITY WATER DISTRICT
Engineering Services Department
South National Highway, Bgy. Sta. Monica, Puerto Princesa City

ANNEX B.3
MATERIALS PRICE INDEX

Materials Unit Price

Acetylene tank 2,734.38
Adapter, C.I. F/M 10"Ø pc 18,372.96
Adapter, C.I. F/M 2"Ø pc 2,031.30
Adapter, C.I. F/M 3"Ø pc 3,414.84
Adapter, C.I. F/M 4"Ø pc 5,977.80
Adapter, C.I. F/M 6"Ø pc 8,641.80
Adapter, Male, uPVC, 2" pc 89.50
Barbed Wire, 2-Strand, 25kg/150m roll 2,017.00
Barbed Wire, Razor Type, 6.6kg/55m roll 1,452.00
Bolt, with Nut, Anchor, Galvanize, 16mm x 300mm (5/8" x 12") pc 180.00
Boulders (15 - 25kg) cu.m 1,860.00
Boulders (30 - 70kg) cu.m 1,860.00
Bushing, G.I. Standard, Schedule 40, 1"Ø x 1/2"Ø pc 67.20
Bushing, G.I. Standard, Schedule 40, 2"Ø x 1"Ø pc 195.00
Bushing, G.I. Standard, Schedule 40, 2"Ø x 1/2"Ø pc 195.00
Ceiling, Carrying Channel pc 198.00
Ceiling, Furring Clip pc 9.04
Ceiling, Hanger Bars/Rod pc 98.36
Ceiling, Metal Furring 3m length pc 165.60
Ceiling, Metal Screw, 1" pc 1.90
Ceiling, Metal Studs pc 228.00
Ceiling, Rivets, 1/8" x 3/4" pc 1.25
Ceiling, Wall angle pc 80.40
Cement, Portland bag 298.38
Cement, Sahara (1kg) bag 45.00
CHB 100MM (4") (Non-Load Bearing/load) pc 23.10
CHB 150MM (6") (Non-Load Bearing/load) pc 31.20
Clamp, Saddle, uPVC, 2" x 1" pc 359.15
Clamp, Saddle, uPVC, 3" x 1" pc 451.55
Clamp, Saddle, uPVC, 4" x 1" pc 550.11
Clamp, Saddle, uPVC, 6" x 1" pc 713.90
Concrete mix (1500 psi) - Class P cu.m 7,150.00
Concrete mix (2500 psi) - Class C cu.m 8,250.00
Concrete mix (3000 psi) - Class B cu.m 8,800.00
Concrete mix (3500 psi) - Class A cu.m 9,350.00
Concrete mix (4000 psi) - Class AA cu.m 9,900.00
Concrete Pipe 18" (457.2mm Ø) pc 1,380.00
Concrete Pipe 24" (610mm Ø) pc 2,217.60
Concrete Pipe 30" (760mm Ø) pc 3,432.00
Concrete Pipe 36" (910mm Ø) pc 3,750.00
Concrete Pipe 42" (1070mm Ø) pc 6,204.00
Concrete Pipe 48" (1220mm Ø) pc 7,260.00
Concrete Pipe 60" (1520mm Ø) pc 9,504.00
Coupling, Dresser, C.I. 10"Ø pc 23,184.00
Coupling, Dresser, C.I. 16"Ø pc 37,326.00
Coupling, Dresser, C.I. 2"Ø pc 2,098.80
Coupling, Dresser, C.I. 3"Ø pc 3,067.20
Coupling, Dresser, C.I. 4"Ø pc 4,440.00
Coupling, Dresser, C.I. 6"Ø pc 7,969.20
Coupling, Dresser, C.I. 8"Ø pc 11,505.60
Coupling, G.I. Standard, Schedule 40, 1"Ø pc 90.47
Coupling, G.I. Standard, Schedule 40, 2"Ø pc 240.80
Coupling, G.I. Standard, Schedule 40, 4"Ø pc 995.67
Coupling, G.I. Standard, Schedule 40, 6"Ø pc 4,032.00
C-Purlins 2" x 3" x 6m, 1.5mm kg 85.64
Cyclone Wire Fence, Ga 10 (5ft x 2" x 8m) roll 1,800.00
Door, Glass, Sliding Type, 2.1m x 0.8m set 8,800.00
Door, Glass, Sliding Type, 2.1m x 0.9m set 8,800.00
Door, Glass, Sliding Type, 2.1m x 1.0m set 9,600.00
Door, Glass, Swing Type, 2.1m x 0.8m set 12,000.00
Door, Glass, Swing Type, 2.1m x 0.9m set 12,000.00
Door, Glass, Swing Type, 2.1m x 1.0m set 12,500.00
Door, PVC, Flush Type, 2.1m x 0.6m set 2,400.00
Door, Wooden Panel, 2.1m x 0.8m set 6,000.00
Door, Wooden Panel, 2.1m x 0.9m set 6,500.00
Door, Wooden Panel, 2.1m x 1.0m set 7,000.00
Elbow, C.I. M/M 2"Ø x 45° pc 3,803.44
Elbow, C.I. M/M 2"Ø x 90° pc 3,285.17
Elbow, C.I. M/M 3"Ø x 45° pc 4,931.04
Elbow, C.I. M/M 3"Ø x 90° pc 4,708.20
Elbow, C.I. M/M 4"Ø x 45° pc 8,231.12
Elbow, C.I. M/M 4"Ø x 90° pc 7,703.88
Elbow, C.I. M/M 6"Ø x 45° pc 11,480.08
Elbow, C.I. M/M 6"Ø x 90° pc 9,783.00
Elbow, C.I. M/M 8"Ø x 45° pc 17,615.12
Elbow, C.I. M/M 8"Ø x 90° pc 17,278.20
Elbow, G.I. Standard, Schedule 40, 1"Ø x 90° pc 116.17
Elbow, G.I. Standard, Schedule 40, 2"Ø x 90° pc 350.79
Elbow, G.I. Standard, Schedule 40, 3"Ø x 90° pc 834.84
Elbow, G.I. Standard, Schedule 40, 4"Ø x 90° pc 1,519.00
End Cap, C.I. M/M 10"Ø pc 12,030.00
End Cap, C.I. M/M 2"Ø pc 1,113.60
End Cap, C.I. M/M 3"Ø pc 1,354.20
End Cap, C.I. M/M 4"Ø pc 2,325.00
End Cap, C.I. M/M 6"Ø pc 1,870.44
End Cap, C.I. M/M 8"Ø pc 5,529.60
Expansion Bolt, with Nut, 3/8"Ø x 3" (Dyna) pc 28.00
Filling Materials, Common Borrow cu.m 900.00
Filling Materials, Common Soil cu.m 900.00
Filling Materials, Item 201 cu.m 1,380.00
Filling Materials, Magarwak cu.m 984.00
Filling Materials, Sandy Soil cu.m 1,400.00
Filter, Cloth, 150 microns sq.m 65.00
Fire Hydrant, 1 way 2"Ø assy 10,752.00
Fire Hydrant, 1 way 4"Ø assy 20,118.00
Flange, Steel Ring, 4 Holes, 2"Ø pc 671.40
Granular Material, Pebbles (12mm - 14mm) cu.m 15,000.00
Granular Material, Pebbles (12mm - 14mm) cu.m 13,320.00
Gravel, 3/4 (Crushed) cu.m 2,240.00
Gravel, 3/4 (Round) cu.m 2,240.00
Gravel, G1 cu.m 2,240.00
Gypsum Board, 4′ x 8′ x 9mm sht 624.91
Louver Block, 0.30m x 0.15m x 0.12m pc 40.00
LPG, 11 kgs (Content Only) kg 136.36
Lumber, Coco bd.ft 46.25
Lumber, Good bd.ft 77.69
Nail, Concrete kg 180.00
Nail, Ordinary kg 90.00
Nipple, G.I. Standard, Schedule 40, 1"Ø x 12"Ø pc 178.92
Nipple, G.I. Standard, Schedule 40, 1"Ø x 2"Ø pc 41.82
Nipple, G.I. Standard, Schedule 40, 1"Ø x 24"Ø pc 356.40
Nipple, G.I. Standard, Schedule 40, 1"Ø x 3"Ø pc 53.74
Nipple, G.I. Standard, Schedule 40, 1"Ø x 4"Ø pc 69.42
Nipple, G.I. Standard, Schedule 40, 1"Ø x 6"Ø pc 121.02
Nipple, G.I. Standard, Schedule 40, 2"Ø x 3"Ø pc 92.18
Nipple, G.I. Standard, Schedule 40, 2"Ø x 36"Ø pc 955.20
Nipple, G.I. Standard, Schedule 40, 2"Ø x 4"Ø pc 119.77
Nipple, G.I. Standard, Schedule 40, 2"Ø x 6"Ø pc 199.38
Nipple, G.I. Standard, Schedule 40, 4"Ø x 24"Ø pc 2,916.00
Oxygen tank 1,440.00
Paint Brush, 2" pc 51.70
Paint, Alumminum, Silver gal 888.80
Paint, Body Filler gal 981.20
Paint, Concrete Neutralizer gal 875.60
Paint, Enamel Quick Dry gal 660.00
Paint, Flat wall Enamel gal 825.00
Paint, Flat wall Latex gal 746.90
Paint, Latex, Semi Gloss gal 850.30
Paint, Red Oxide (gal) gal 591.80
Paint, Red Oxide (ltr) ltr 163.90
Paint, Skimcoat, 25kg sack 684.20
Paint, Thinner (gal) gal 591.80
Paint, Thinner (ltr) ltr 144.00
Paint, Tinting Color (Optional) pint 72.50
Phenolic Board (0.019 x 1.2 x 1.4) pc 1,359.60
Pipe, G.I. Standard, Schedule 20, 1¼"Ø x 6m pc 246.83
Pipe, G.I. Standard, Schedule 20, 2"Ø x 6m pc 2,172.00
Pipe, G.I. Standard, Schedule 40, 1½"Ø x 6m lm 567.00
Pipe, G.I. Standard, Schedule 40, 2"Ø x 6m lm 966.80
Pipe, G.I. Standard, Schedule 40, 3"Ø x 6m lm 2,310.00
Pipe, G.I. Standard, Schedule 40, 4"Ø x 6m lm 3,120.00
Pipe, G.I. Standard, Schedule 40, 6"Ø x 6m lm 6,060.00
Pipe, HDPE SDR 11, 1/2"Ø x 300m (ISO) lm 24.00
Pipe, HDPE SDR 9, 1"Ø x 100m (ISO) lm 94.95
Pipe, HDPE SDR 9, 3/4"Ø x 150m (ISO) lm 55.84
Pipe, uPVC, Series 10, 2"Ø X 6m lm 210.00
Pipe, uPVC, Series 10, 3"Ø X 6m lm 371.50
Pipe, uPVC, Series 8, 10"Ø X 6m lm 3,096.00
Pipe, uPVC, Series 8, 4"Ø X 6m lm 570.00
Pipe, uPVC, Series 8, 6"Ø X 6m lm 1,029.00
Pipe, uPVC, Series 8, 8"Ø X 6m lm 2,520.00
Plug, G.I. Standard, Schedule 40, 1"Ø pc 54.74
Plug, G.I. Standard, Schedule 40, 2"Ø pc 144.80
Plywood, Cement Board, 4.5 mm pc 591.80
Plywood, Marine, 12mm pc 2,096.40
Plywood, Marine, 4.5mm pc 764.40
Plywood, Marine, 6mm pc 808.88
Plywood, Ordinary, 6mm pc 546.00
Plywood, Ordinary, 9mm pc 1,019.50
Reducer, C.I. M/M 10" x 8"Ø pc 27,898.56
Reducer, C.I. M/M 3" x 2"Ø pc 3,844.40
Reducer, C.I. M/M 4" x 2"Ø pc 5,772.96
Reducer, C.I. M/M 4" x 3"Ø pc 6,337.44
Reducer, C.I. M/M 6" x 2"Ø pc 7,687.44
Reducer, C.I. M/M 6" x 3"Ø pc 7,582.56
Reducer, C.I. M/M 6" x 4"Ø pc 8,628.74
Reducer, C.I. M/M 8" x 4"Ø pc 12,002.08
Reducer, C.I. M/M 8" x 6"Ø pc 14,492.11
Roofing Sheet, Prepainted Rib Type sq.m 540.00
Roofing, Prepainted Endwall Flashing lm 425.00
Roofing, Prepainted Gutter lm 230.00
Roofing, Prepainted Side Flashing lm 230.00
Rope, 1" m 68.31
Sand, Fine cu.m 2,904.00
Sand, Screened cu.m 2,211.60
Sanitary, uPVC Pipe 150MM (6")Ø x 3m m 577.50
Silicone Sealant tube 450.00
Soil Poison (gal) gal 4,500.00
Soil Poison (ltr) ltr 1,440.00
Solvent Cement 200cc can 190.30
Steel Matting, 2" x 4.5mmØ pc 1,545.00
Steel Plate, Mild, 10mm kg 91.65
Steel Plate, Mild, 6mm kg 96.85
Steel, Flat Bar, ¾" x ¼" (20mm x 6mm) lm 75.00
Steel, Flat Bar, 1" x ¼" (25mm x 6mm) kg 74.11
Steel, Flat Bar, 2" x ¼" (50mm x 6mm) kg 85.30
Steel, Round Bar, 10mm kg 79.54
Steel, Round Bar, 16mm kg 79.54
Steel, Round Bar, 6mm kg 79.54
Steel, RSB Grade 33 kg 63.06
Steel, RSB Grade 40 kg 89.42
Steel, RSB Grade 60 kg 92.21
Steel, RSB, 10mm, Grade 40 pc 296.00
Steel, Structural Angular Bar (A36) kg -
Steel, Structural Framing kg -
Straight Coupling, Brass 1"Ø (CTS) pc 582.80
Straight Coupling, Brass 1"Ø (ISO) pc 560.52
Straight Elbow, G.I. Standard, Schedule 40, 1"Ø pc 116.86
Straight Elbow, G.I. Standard, Schedule 40, 2"Ø pc 374.68
Structural Steel, Angular Bar kg 98.60
Structural Steel, C-Purlins kg 102.01
Structural Steel, Framing kg 98.60
Structural Steel, G.I. Pipe kg 197.94
Tape, Seal, 3/4" x 10m pc 31.14
Tape, Warning, Non-Detectable underground 2" x 300m lm 12.09
Tee, C.I. F/F 3" Ø pc 5,056.56
Tee, C.I. F/F 4" Ø pc 10,060.92
Tee, C.I. F/F 6" Ø pc 13,785.60
Tee, C.I. M/M 10" x 2" Ø pc 41,208.48
Tee, C.I. M/M 10" x 4" Ø pc 34,665.84
Tee, C.I. M/M 2" x 2" Ø pc 4,330.80
Tee, C.I. M/M 3" x 2" Ø pc 5,394.96
Tee, C.I. M/M 3" x 3" Ø pc 6,366.16
Tee, C.I. M/M 4" x 2" Ø pc 8,176.80
Tee, C.I. M/M 4" x 3" Ø pc 8,866.53
Tee, C.I. M/M 4" x 4" Ø pc 10,242.16
Tee, C.I. M/M 6" x 2" Ø pc 17,142.48
Tee, C.I. M/M 6" x 3" Ø pc 11,834.32
Tee, C.I. M/M 6" x 4" Ø pc 14,224.72
Tee, C.I. M/M 6" x 6" Ø pc 17,239.52
Tee, C.I. M/M 8" x 2" Ø pc 19,218.72
Tee, C.I. M/M 8" x 3" Ø pc 15,888.60
Tee, C.I. M/M 8" x 4" Ø pc 12,960.00
Tee, C.I. M/M 8" x 6" Ø pc 24,802.56
Tee, C.I. M/M 8" x 8" Ø pc 22,587.12
Tee, G.I. Standard, Schedule 40, 1"Ø pc 131.92
Tee, G.I. Standard, Schedule 40, 2"Ø pc 366.56
Tekscrew pc 2.00
Tension Wire 0.177 dia. lm 186.48
Tile Adhesive (Heavy Duty) bag 600.00
Tile Grout kg 45.00
Tile Spacer pc 0.25
Tiles, Glazed, 30cm x 30cm pc 45.00
Tiles, Glazed, 60cm x 60cm pc 250.00
Tiles, Unglazed, 30cm x 30cm pc 40.00
Tiles, Unglazed, 60cm x 60cm pc 220.00
Tubular Pipe, 100mm x 50mm x 1.5mm pc 2,400.00
Tubular Pipe, 50mm x 25mm x 1.5mm pc 1,350.00
Turnbuckle, M16 pc 102.00
Valve Box Cover, C.I. 6"Ø pc 3,146.40
Valve, Air Release, 1"Ø pc 7,755.15
Valve, Check, Brass 1"Ø pc 709.76
Valve, Check, Brass 2"Ø pc 2,976.48
Valve, Check, C.I. M/M 4"Ø pc 14,613.12
Valve, Check, C.I. M/M 6"Ø pc 46,867.68
Valve, Gate, Brass 1"Ø pc 829.84
Valve, Gate, Brass 2"Ø pc 2,608.72
Valve, Gate, C.I. M/M 10"Ø pc 80,190.40
Valve, Gate, C.I. M/M 2" Ø pc 8,602.64
Valve, Gate, C.I. M/M 3" Ø pc 13,889.60
Valve, Gate, C.I. M/M 4"Ø pc 18,409.44
Valve, Gate, C.I. M/M 6"Ø pc 30,571.20
Valve, Gate, C.I. M/M 8"Ø pc 44,366.00
Waterproofing (Cement Based) gal 2,350.00
Waterproofing (Liquid Based) gal 2,100.00
Welding Rod, E6011 kg 140.90
Window, Awning Glass on Analok Frame, 0.5m x 0.5m set 2,650.00
Window, Fixed Glass on Analok Frame, 1.2m x 1.2m set 4,500.00
Window, Sliding Glass on Analok Frame, 1.2m x 1.2m set 5,400.00
Wire Clamp pc 45.00
Wire, Tie, G.I. No. 16 kg 90.50

Materials price list are based on the latest Price Index submitted by the Procurement Management Services Division
that are reflected in the Warehouse Inventory System. If an item has no available price index, canvass are made from
our local suppliers to project an adequate price for the DUPA.