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Republic of the Philippines DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

OFFICE OF THE SECRETARY Manila

MAR 0 5 2019' DEPARTMENT ORDER

28

NO.

Series of ~Ol~

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SUBJECT: Cost Estimation Manual for High Rise Buildings

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In line with the Department's Quality Policy to implement projects at the right cost, all Implementing Offices are hereby directed to adopt the herein Cost Estimation Manual For High Rise Buildings in the determination of unit cost of Pay Items of Work involved in the construction and repair/retrofitting of high-rise building projects. This Manual aims to enhance the technical capability of DPWH engineers in the preparation and review of Program of Works (POW) and Approved Budget for the Contract (ABC) and to establish consistency in the format of preparation and serve as a uniform basis/reference in the derivation of unit cost for each item of work. It shall be distributed to all concerned offices of the Department and uploaded in the DPWH Intranet. This Order shall be consistent with the implementation of D.O. No. 163, Series of 2015 "Standard Forms of Program of Works (POW) and Approved Budget for the Contract (ABC)" with modification on its format and description of item number and scope of works (Annex A) to conform with the DPWH Standard Specifications for Public Works Structures, Volume III (Buildings, Ports and Harbors, Flood Control and Drainage Structures and Water Supply Systems) and Standardized Pay Items of Work for Buildings as embodied in D.O. 143/ Series of 2017. This Order shall take effect immediately.

~~

MARK A. VILLAR Secretary 6.1.3 ECG/AMD/WRO Departtrent

of Public Works and Highways Office of the Secretary

1111111111111111111111111111111111111 WIN9W02111

-

2019

Bureau of Construction

Cost Estimation Manual for High Rise Buildings

Department of Public Works and Highways

COST ESTIMATION MANUAL FOR HIGH RISE BUILDINGS

or

TABLE OF CONTENTS

FOREWORD -----------------------------------------------------------------------------------------------------------------------ii i DEFINITION OF TERMS ----------------------------------------------------------------------------------------------------v iii

UNITS, ABBREVIATIONS AND ACRONYMS----------------------------------------------------------------i v PREFACE------------------------------------------------------------------------------------ vivii

INTRODUCTION----------------------------------------------------------------------------------------------viii1

GENERAL NOTES---------------------------------------------------------------------------------------------i 3

A. COST ESTIMATION PROCESS --------------------------------------------------------------------------------------------15 B. STANDARD DETAILED UNIT PRICE ANALYSIS (DUPA) SHEETS ---------------------------------6 13 B.1 Summary Table of Items of Work and Description -----------------------------------------------------7 15 Part A - Earthworks -------------------------------------------------------------------------------------------1626

Part B - Plain and Reinforced Concrete Work ------------------------------------------------------------------------6737 Part C - Finishing---------------------------------------------------------------------------------------7641 Part D - Electrical ---------------------------------------------------------------------------------------------133 187

Part E - Mechanical -------------------------------------------------------------------------------------------------------1 237 B.2 Derivation of DUPA Cost Sheet---------------------------------------------------------------------------------------1 257

C. COSTING OF SUPPORT EQUIPMENT ----------------------------------------------------------------------------------1 259 D. CALCULATION OF CYCLE TIME FOR HAULING EQUIPMENT ----------------------------------------243 263 D.1 Estimated travel speed, loading/unloading time & allowance for delay ---------------------------------244 265 D.2 Formula for the calculation of dump truck travel time --------------------------------------------------------244 265 D.3 Computation of cycle time ---------------------------------------------------------------------------------------244 265 E. COMPUTATION OF LABOR RATES --------------------------------------------------------------------------------245 264 E.1 Basis of Computation -------------------------------------------------------------------------------------------246 265 E.2 Condition for the usage of the labor rates -----------------------------------------------------------------------246 265 E.3 Sample tabulation of labor rates for NCR -------------------------------------------------------------------------247 265 F. EQUIPMENT RENTAL RATES --------------------------------------------------------------------------------------------248 269

FOREWORD

Aligned with the current administration's "Build, Build, Build" program and consistent with its commitment

to excellence, the Department

continuously

formulated

of Public Works and Highways (DPWH) has

and developed guides and techniques

in various fields of the

construction process. This is to ensure the highest standards of its outputs at the right cost.

This Cost Estimation Manual for High Rise Buildings provides Standard Cost Sheets for pay items of work used in high-rise building construction in accordance with the DPWH Standard Specifications for Public Structures (Volume III). This manual was purposely developed to provide uniform reference/basis in unit cost estimation and in the preparation of Program of Works (POW) and Approved Budget of Contract (ABC) for future projects of the Department.

~R~<::"'----Secretary Department

of Public Works and Highways Office of the Secretary

1111111111111111111111111111111111111

WIN9W02111

DEFINITION OF TERMS Program of Works (POW) - is the total estimated cost of the project which covers the Civil Works Cost, Engineering Supervision and Administrative Overhead, Road Right-of-Way Acquisition Cost, Construction Contingency, etc. The POW shall include information about the project location and limits, quantity and unit cost for each item of work, construction duration, funding source, equipment requirements, etc. Approved Budget for the Contract (ABC) - is the total estimated agency estimate (direct cost, indirect cost and tax) for civil works contract of infrastructure projects, wherein it is the ceiling of award of contract for government locally-funded projects and reference for comparison of bid costs of contractors for both locally-funded and foreign-assisted projects. Detailed Unit Price Analysis (DUPA) - is the determination of reasonable unit cost of each item of work which reflects the breakdown showing the quantities of work items, unit prices of materials, equipment rental rates, labor rates and DPWH-prescribed indirect costs including taxes. Standard Labor Rates - are matrices prepared and issued by Department of Public Works and Highways (DPWH) periodically showing the required compensation for manpower workforce of different categories, which comprises the minimum wage as approved by the NWPC, DOLE plus the monetary benefits. ACEL Guidebook 2014 - is a guidebook where rental rates of commonly used equipment for infrastructure projects are based. It is published by Association of Carriers and Equipment Lessors, (ACEL) Inc.. Construction Materials Price Data (CMPD) - is a compilation of unit prices of construction materials updated quarterly per District Engineering Office to be used as reference in the pricing of materials component of the pay items of work in the preparation of DUPA, ABC & POW, including new items of work involved in a VO.

iii

DPWH Standard Specifications for Public Works and Highways - commonly called as “Blue Book”, is a compilation of detailed descriptions of work items in constructing public works and highways projects such as roads, bridges, buildings, etc. In other words, a compilation of specifications of standard works acceptable to the DPWH. - is composed of specifications containing detailed description of the workmanship, material requirements, technical dimensions, materials proportion, datum lines and grades and other established references to follow or adhere to, e.g. AASHTO, ASTM, etc.; basis of measurement, payment and unit of measure/measurement; and basis of acceptance and special details that would give the user a clear view of the work to be done. High Rise Building “16-Storeys or taller in height, i.e. from 48.00 meters above established grade; elevators, fire escapes, sprinkler systems, arrester, beacons and other safety systems, particularly if near airports, are mandatory for all high-rise buildings/structure” Source:

iv

Implementing Rules and Regulations of the National Building Code of the Philippines (PD 1096), 2005 Revised Edition

UNITS AND ABBREVIATIONS

ACRONYMS

Ø " ' % A bd-ft cfm cm cyl ea ft ft³ Ga/# gal h ha hp kg km L ls m m² m³ min mm mt pc PhP psi thk tph yd³

AASHTO American Association of State Highway and Transportation Officials ABC Approved Budget for the Contract Air Cooled Condensing Unit ACCU ACEL Association of Carriers and Equipment Lessors, Inc. ACP Asphalt Concrete Pavement ASTM American Society for Testing and Materials Black Iron BI BOC Bureau of Construction BOD Bureau of Design Compact Fluorescent Lamp CFL Concrete Hollow Block CHB CI Curb Inlet CMPD Construction Materials Price Data CP Contractor's Profit Central Price Monitoring Committee CPMC CWN Common Wire Nail DEO District Engineering Office DO Department Order DOLE Department of Labor and Employment Exhaust Air Grilles EAG ECC Employer's Compensation Contribution ECOLA Emergency Cost Of Living Allowance EDC Estimated Direct Cost EMT Electrical Metal Tubing Fresh Air Grille FAG Fan Coil Unit FCU GI Galvanized Iron High Density Polyethylene HDPE IMC Intermediate Metal Conduit LED Light Emitting Diode NCR National Capital Region NEMA National Electrical Manufacturers Association NWPC National Wages and Productivity Commission OCM Overhead, Contingencies & Miscellaneous OS & Y Outside Screw/Stem and Yoke Valve PACU Package Type Airconditioning Unit PCCP Portland Cement Concrete Pavement PE Polyethylene PN Pressure Nominal POW Program of Works PPR-C Polyprophylene Random Copolymer PVC Polyvinyl Chloride

diameter inch foot percent ampere board-foot cubic foot per minute centimeter cylinder each foot cubic foot Gauge gallon hour hectare horsepower kilogram kilometer liter lump sum meter square meter cubic meter minute millimeter metric ton piece Philippine Peso pound per square inch thick ton per hour cubic yard

v

ACRONYMS RC Reinforced Concrete RCD Return Ceiling Diffuser RCPC Reinforced Concrete Pipe Culvert RLD Return Linear Diffuser Regional Office RO RPM Raised Pavement Markers RSB Reinforcing Steel Bar RSC Rigid Steel Conduit SCD Supply Ceiling Diffuser SLD Supply Linear Diffuser SPT Standard Penetration Test SSS Social Security System THHN Thermoplastic High Heat Nylon-coated TW Thermoplastic Wire TWHN2Thermoplastic Water and Heat resitant Nylon-coated UPMO Unified Project Management Office UPVC Unplasticized Polyvinyl Chloride VO Variation Order VRF Variable Refrigerant Flow XLPE Cross-Linked Polyethylene

vi

PREFACE

The Department of Public Works and Highways, in pursuit of continuous development in performing its mission, formulates standards and guidelines to establish common bases in attaining desired outputs. This manual, Cost Estimation Manual for High Rise Buildings, encloses the scheme of deriving the unit cost of items of work specialized for high rise building construction using actual average productivity rates for labor-intensive or equipment-based works in accordance with the guidelines established by the Department in the preparation of Approved Budget for the Contract (ABC). In anticipation of the Department to the probability of implementing high-rise government buildings and to cope up with the “Build, Build, Build” program of the current administration and thriving construction industry, the Bureau of Construction sees the necessity of establishing guidelines in estimating cost for high-rise buildings aligned with the Department’s mantra of implementing projects at the right cost. Generation of this manual aims to provide a uniform basis in the preparation of reasonable cost estimates specifically for High Rise Buildings which the Department will be involved in the future. Likewise, this manual will aid in facilitating a more efficient review and evaluation of Detailed Unit Price Analysis (DUPA) and Program of Works (POW). Guidelines presented in this manual are structured to be more applicable for high rise building projects to be implemented by the DPWH and other government agencies. Sources in the formulation of this manual were collated data from previously programmed projects of the Bureau, with the help of some private construction companies with expertise in construction of high-rise buildings.

vii

viii

INTRODUCTION Development in construction technology drives the society to invest in building structures designed with new innovations. In keeping up with the continuous progress in the construction industry, the government likewise has been instituting measures in building structures upgraded for resiliency at a reasonable cost. Dealing with the “Build, Build, Build” program, many government agencies started to propose development on their infrastructures to improve their public service and to level competencies amongst private entities. As the construction arm of the government, the DPWH has been involved in providing technical assistance on building construction not only to its own Implementing Offices but also with other government agencies. Hence, as a tool to improve efficiency through facilitating the preparation, review and evaluation of Detailed Unit Price Analysis (DUPA) and Approved Budget for the Contract (ABC) particularly for government building projects, this cost estimation manual is formulated to establish a uniform basis or reference. This manual covers only the common pay items of work in building construction with details on the breakdown for costing of materials, labor, equipment including the overhead cost and contingencies. Usage of this manual in the derivation of unit cost for DPWH projects requires the user’s input for unit rates of materials and labor based on the Department’s Construction Materials Price Data (CMPD) and Standard Labor Rates that are variable for different locations (i.e. Regional and District Engineering Offices). It is limited only to unit cost derivation, thus, methods and techniques in quantity take off are not discussed. It also provides guidelines in the selection of support equipment for construction of high-rise building. This intends not to establish a uniform cost but serves only as a reference on the means of unit cost derivation thus, the estimators may indicate their logical discretion as needed.

1

2

GENERAL NOTES

1.

The capacity of equipment as presented in the standard cost sheet for each item of work may be adjusted to a higher or lower capacity, provided the resulting unit cost is more economical. Rental rates shall still be based on ACEL Guidebook of 2016. Example: In hauling of materials, use of Dump Truck with higher capacity of fifteen (15) m3 instead of ten (10) m3 capacity as presented will result to a lower price, as the capacity gets bigger, the lower the resulting cost of P45.46/m3 of hauling cost from P54.10/m3. Furthermore, the utilization of a Payloader will be optimized.

2.

The capacity of ten (10) m3 for the Dump Truck as presented, may be reduced in cases of extraordinary conditions where the road has a very steep gradient, in a severely deteriorated condition or in cases of bridges with load limitations. It is impractical during the actual hauling to load the full capacity of the Dump Truck. A proper explanation/justifications shall be made, however, in the preparation of estimate.

3.

For items of work that involves hauling and disposal of materials where hauling distance was indicated, in cases when actual hauling distance is shorter or longer than the assumed hauling distance of 3 km in the standard cost sheets, corresponding equipment hours for Dump Truck shall be adjusted based on the cycle time analysis. The actual hauling distance should be the nearest possible disposal site determined by the Implementing Office prior to the preparation of the ABC/POW and shall be indicated in the DUPA.

4.

For equipment utilization of less than one (1) day, the scheduled operating hours shall be paid at operated cost per hour and the remaining hours of the minimum 8 hours a day shall be considered for payment as bare rental rates.

5.

The utilization of equipment other than the equipment model and capacity presented in the standard cost sheets may be allowed, provided there is a corresponding justification in the substitution. Rental rates of equipment should be based from ACEL Guidebook or the Bureau of Equipment Rental Rates guidelines.

6.

The presented DUPA is based on a one (1) gang of labor and equipment with the specified output per unit. To increase the output, additional equipment and labor may be added or an equipment with a higher capacity may be adopted.

7.

The production outputs per item of work were established based on normal condition and study conducted by the Bureau of Construction (BOC) in collaboration with some construction companies expertise in construction of high-rise buildings. Any deviation to suit actual site condition that tends to increase the total unit cost shall be subjected for approval by the BOC.

3

8.

For item of work involving the exposure of workers in the outside environment and height hazards, production output from Cost Estimation Manual for Low Rise Building were adopted but adjusted with additional labor as compensation to the efficiency lost due to such hazards.

9.

For items of work involving interior works, production output from Cost Estimation Manual for Low Rise Building were adopted. It is suggested that hauling of materials on such items be facilitated through support equipment (i.e. Construction Elevator) and delivered on assigned staging area inside the building prior to enclosure of the building perimeter.

10. The application of Mark-Up (OCM and Profit) shall be in accordance with the ranges of the Total Estimated Direct Cost (EDC) of the project as prescribed under D.O. No. 197, Series of 2016 or latest issuance. 11. The cost of materials component in the Standard Cost Sheets shall be based on the latest Construction Materials Price Data submitted quarterly by the District Engineering Offices, which includes payment of local taxes and hauling/delivery cost to site. 12. The cost of labor shall be based on the labor rates established for each District Engineering Office, following the minimum labor wage as approved by the NWPC, DOLE, plus monetary benefits calculated in accordance with D.O. No. 72, Series of 2018 or latest issuance.

4

SECTION A COST ESTIMATION PROCESS

5

6

A. COST ESTIMATION PROCESS DEO

Consultant

Yes Is the project within the limits of authority delegated to the DEO? No

UPMO

RO Yes Is the project within the limits of authority delegated to the RO?

No

BOD & BOC

Assistant Secretary Undersecretary Secretary

District Engineering Office (DEO): 1. The Estimator shall determine the items of work involved based on the Approved Plans. 2. The Estimator shall prepare the DUPA, ABC & POW including its attachments applying the items of work involved based on the latest standard labor rates & CMPD, standard cost sheets and D.O. 22, Series of 2015. 3. The District Engineer shall approve the ABC & POW, if the project is within the limits of authority delegated to him/her. 4. If beyond the authority of the DEO, forward the DUPA, ABC & POW and Approved Construction Plans together with the required attachments to the Regional Office for review/evaluation and approval, if the project is within the limits of the delegated authority of the Regional Director. 5. If Planning and Design Division of the Regional Office will make an adjustment in the quantities and delete/add pay item/s in the submitted construction plans, the ABC & POW shall be adjusted accordingly by the District Engineering Office and resubmit the same for approval. Regional Office (RO): 1. The Estimator shall determine the items of work involved based on the Approved Plans. 2. The Estimator shall prepare the DUPA, ABC & POW including its attachments applying the items of work involved based on the latest standard labor rates & CMPD, standard cost sheets and D.O. 22, Series of 2015. 3. The Regional Director shall approve the ABC & POW, if the project is within the limits of authority delegated to him/her.

7

4. If beyond the authority of the RO, forward the DUPA, ABC & POW and Approved Construction Plans together with the required attachments to the Bureau of Construction (BOC) and Bureau of Design (BOD) respectively, for review/evaluation for approval of the Assistant Secretary for Technical Services, Undersecretary for Technical Services or Secretary depending on the limits of authority. 5. If Bureau of Design shall make an adjustment in the quantities and delete/add pay item/s in the submitted construction plans, the ABC & POW shall be adjusted accordingly by the Regional Office and resubmit the same for approval. Unified Project Management Office (UPMO): 1. The Consultant shall determine the items of work involved based on the Approved Plans. 2. The Consultant shall prepare the DUPA, ABC & POW including its attachments applying the items of work involved. 3. The Project Director shall conduct review/evaluation of the proposed ABC & POW and recommends its approval to the authorized approving official concerned. 4. Forward the ABC & POW and Approved Construction Plans together with the required attachments to the Bureau of Construction (BOC) and Bureau of Design (BOD) respectively, for review/evaluation to be approved by the Assistant Secretary for Technical Services, Undersecretary for Technical Services or Secretary depending on the limits of authority. 5. If the Bureau of Design shall make an adjustment in the quantities and delete/add pay item/s in the submitted construction plans, the ABC & POW shall be adjusted accordingly by the concerned UPMO and resubmit the same for approval. Approval of the ABC & POW shall be based on the following (or its latest issuance): 1. Department Order No. 91, Series of 2012 – Authority of the Assistant Secretary for Technical Services to Approve Plans, Program of Works and Approved Budget for the Contract for DPWH Locally-Funded and Foreign-Assisted Civil Works Projects Costing more than PhP50 Million up to PhP100 Million. 2. Department Order No. 95, Series of 2013 – Reissuance of D.O. No. 9, S. 2011 Re: Conduct of Pre-Procurement, Procurement, and Implementation Activities for DPWH Foreign-Assisted Civil Works Projects. 3. Department Order No. 109, Series of 2014 – Approval of Plans, Program of Works (POW) and Approved Budget for the Contract for DPWH Locally-Funded Projects Costing PhP50 Million and below Implemented by Unified Project Management Offices. 4. Department Order No. 140, Series of 2014 – Increased Limits of Delegated Authority to Regional Directors to Approve Plans, Program of Work (POW) and Approved Budget for the Contract (ABC) of Locally-Funded Projects. 5. Department Order No. 54, Series of 2011 – Revised Limits of Responsibilities and Authorities of Concerned DPWH Offices and Officials in the Conduct of PreProcurement, Procurement, and Implementation Activities for DPWH Locally-Funded Civil Works Project.

8

PREPARATION OF DETAILED UNIT PRICE ANALYSIS 1. General a. Determine the scope of works based on approved plans and specification including other requirements adopting the standard pay items of works per Department Order No. 143, Series of 2017. b. Calculate the quantity and cost of material component of every item of work based on plans and specifications and prevailing prices of construction materials in the Construction Materials Price Data (CMPD) with consideration of allowance for waste and/or losses not to exceed 5% of the material’s requirement. c. Determine the appropriate quantity based on best norms and practices in the construction industry and cost for manpower and equipment requirement to be used based on Standard Labor Rates per Region and latest ACEL rates. d. Determine the unit cost per item of work as presented in Item 5. 2. Determination of category of work supervisor The appropriate number and category of supervisor including unskilled labor to be deployed depends on the specific type and complexity of an item of work to be done. In this manual, the labor force (crew or gang) were established based on actual study and best practices observed during the construction of BOC implemented projects. Example: Item 900-Concrete Works Foreman------------------------------------1 Skilled Worker (Mason, carpenter)----- 2 Unskilled Labor---------------------------- 6 3. Calculation of production output per hour of an item of work The production output per hour of an item of work should be derived based on the number of days and appropriate manpower and equipment utilized to complete the work in accordance with the right construction methodology. In this manual, the production output was derived by the Bureau of Construction (BOC) Engineers based on actual study and best practices during the construction of BOC implemented projects. Example: Item 900-Concrete Works Volume of Concrete = 21.50 cubic meter Number of hours to complete the work which includes setting of equipment and accessories, batching, delivery and pouring of concrete= 6 hours and 21 minutes (6.85 hr) Type and number of manpower utilized during pouring Foreman---------------------------------- 1 Skilled Worker (Mason, Carpenter) --- 2 Unskilled Labor--------------------------- 6

9

Type and number of equipment and tools including lightings utilized during pouring: Transit Mixer ------------------------------4 Pump-Crete --------------------------------1 Concrete Vibrator--------------------------2 Lighting System (if applicable) ----------1 Production output per hour=volume of concrete poured/number of hours consumed to complete the pouring session = 25.5 cu.m/ 6.85 hr = 3.72 cu.m/hr 4. Determination of percentages of Overhead, Contingency and Miscellaneous (OCM) expenses, Profit and Value-Added Tax (VAT) The percentages of OCM, Profit and VAT to be applied to the estimated direct cost (i.e. cost of material, labor and equipment rental) should be based on Department Order (DO) No. 197, Series of 2016 (Guidelines in the Preparation of Approved Budget for the Contract) or latest issuance. 5. Determination of unit cost per item of work Unit Cost=total unit direct cost (i.e. cost of materials, labor, Equipment) plus indirect cost (i.e. OCM, Profit and VAT) Example: Item 900-Concrete Works

10

6. Cost estimation techniques and best practices a. Skills in the interpretation of the plans and specifications b. Wide experience in actual construction and estimating works c. Familiarity with different types of construction materials and equipment d. Consideration on actual site condition in the preparation of DUPA i.e. hauling distance, terrain, etc. e. Familiarity on laws, policies, guidelines and procedures pertaining to the implementation of government infrastructure projects to ensure cost estimates are done at the right cost

11

12

SECTION B STANDARD DETAILED UNIT PRICE ANALYSIS (DUPA) SHEETS

13

14

B.1 SUMMARY TABLE OF ITEMS OF WORK AND DESCRIPTION ITEM NO.

DESCRIPTION

PART A

EARTHWORKS

PAGE NO.

800(1)

Clearing and Grubbing (m2)

26

800(2)

Clearing and Grubbing (l.s.)

27

803(1)a

Structure Excavation (Common Soil)

28

803(1)b

Structure Excavation (Soft Rock)

29

803(1)c

Structure Excavation (Hard Rock)

30

803(2)

Trimming Works

31

803(3)

Soil Stablization - a. Jet Grouting (0.80 m diameter)

32

803(3)

Soil Stablization - b. Structural Steel Sheet Piles, furnished and driven

33

804(1)a

Embankment from Structure Excavation

34

804(1)b

Embankment from Common Borrow by Equipment

35

804(4)

Gravel Bedding

36

PART B

PLAIN AND REINFORCED CONCRETE WORKS Structural Concrete (Ready Mix, Class AA/Class A/Class B/Class C/Class P/Seal Concrete, 7 days/14 days/ 28 days)

37

901(1)

Lean Concrete (Ready Mix, 28 days)

38

902(1)

Reinforcing Steel of Reinforced Concrete Structures for Two upto Five Storey , Grade 40/Grade 60

39

903(2)

Formworks and Falseworks (for two to five-storey building)

40

900

PART C

FINISHING

1000(1)

Soil Poisoning

41

1001(1)a

50 mm Ø -100 mm Ø PVC Pipe and Fittings, Series 600/ Series 1000

42

1001(1)a

150 mm - 300 mm Ø PVC Pipe and Fittings, Series 600/ Series 1000

43

1001(1)b1

150 mm Ø Concrete Pipe

44

1001(1)b2

200 mm Ø Concrete Pipe

45

15

Summary Table of Items of Work and Description

ITEM NO. 1001(1)b3

DESCRIPTION

PAGE NO.

250 mm Ø Concrete Pipe

46

1001(1)b4

300 mm Ø Concrete Pipe

47

1001(1)b5

350 mm Ø Concrete Pipe

48

1001(1)c

50 mm Ø - 100 mm Ø High Density Polyethylene (HDPE) Pipe

49

1001(1)c

150 mm Ø - 300mm ØHigh Density Polyethylene (HDPE) Pipe

50

PVC/HDPE Fittings

51

1001(2)

Concrete Gutter

52

1001(5)

Catch Basin (Concrete/CHB)

53

1001(7)

Junction Box (Concrete/CHB)

54

1001(8)

Sewer Line Works (lump sum)

55

1001(9)

Storm Drainage and Downspout (lump sum)

56

1002(1)

13 mm Ø - 50 mm Ø Galvanized Iron Pipe and Fittings

57

1002(1)

65 mm Ø - 150 mm Ø Galvanized Iron Pipe and Fittngs

58

1002(2)

Galvanized Iron Fittings

59

1002(2)a

13mmØ - 50mm ØPolyprophylene Random Copolymer (PPR-C) Pipe and Fittings, PN 16/ PN 20

60

1002(2)

63mmØ - 100mm Ø Polyprophylene Random Copolymer (PPRC) Pipe and Fittings PN 16/ PN 20

61

1002(3)

Polyprophylene Random Copolymer (PPR-C) Fittings

62

1001

1002(3) 1002(3)

13 mm Ø - 50 mm Ø Polyvinyl Chloride (PVC) Pipe and Fittings, Blue 65 mm Ø - 100 mm Ø Polyvinyl Chloride (PVC) Pipe and Fittings, Blue

63 64

1002(4)

Polyvinyl Chloride (PVC) Fittings, Blue

65

1002(4)

Plumbing Fixtures

66

1002(5)

Water Closet/ Urinal with Complete Accessories

67

1002(11)

Kitchen Sink/Scrub Up Sink/Slop Sink with Complete Accessories

68

1002(14)

Wall Hung/Countertop/Under Counter Lavatory with Complete Accessories

69

16

Summary Table of Items of Work and Description

ITEM NO.

DESCRIPTION

1002(16)

Floor Drain Plates

70

1002(5)

Soap Holder ( Toilet Soap/ Liquid Soap)

71

1002(5)

Toilet Tissue Holder/Dispenser

72

1002(17)

Bidet/ Faucet/ Hose Bibb

73

1002(18)

Stainless Steel Grab bar

74

1002(19)

Shower head/ Shower Valve

75

1002(20)

Facial Mirror

76

1002(24)

Cold Waterline Pipes and Fittings

77

1002(25)

Hot Waterline Pipes and Fittings

78

1003(1)

4.5mm Fiber Cement Board/ 4.5 mm Marine Plywood/ 6 mm Marine Plywood/ 6mm Ordinary Plywood on Metal Frame Ceiling

79

1003(1)a

4.5mm Fiber Cement Board/ 4.5 mm Marine Plywood/ 6 mm Marine Plywood/ 6mm Ordinary Plywood in Wood Framing Ceiling

80

1003(1)e

Gypsum Board on Metal Frame Ceiling

81

1003(2)

4.5mm/ 6.0 mm Fiber Cement Board/ 4.5mm/ 6.0 mm 4' X 8' thk fiber cement board/ 4.5mm Marine Plywood/ 6.0 mm Marine Plywood/ 6.0 mm Ordinary Plywood on Metal Frame Double Wall Partition

82

1004(2)

Finishing Hardware

83

1005

Residential Casement Steel Windows/ Heavy Duty Side-hinged Ventilator/ Projected Ventilator/ Awning Ventilator/ Grille Window

84

1006

Hollow Steel Door/ Steel Flush Door/ Grille Door/ Steel Louver Door

85

Fire Rated Fire Exit Steel Door

86

1007

Aluminum Glass Door (Sliding Type/Swing Type)

87

1008

Aluminum Glass Window (Sliding/ Casement/ Awning/ Fixed Type)

88

1010(1)

Frames (Jambs, Sill, Head, Transoms and Mullions)

89

1010(2)a

Hollow Core Flush Door

90

1010(2)b

Wooden Panel Door

91

1006(5)

PAGE NO.

17

Summary Table of Items of Work and Description

ITEM NO.

DESCRIPTION

PAGE NO.

1011(1)

Steel/ Aluminum Roll Up Door

92

1012(1)

Tempered Glass Door (10 mm/ 12mm)

93

1012(1)

Tempered Glass Windows (8 mm/ 10mm)

94

1013(1)

Corrugated Metal Roofing

95

1013(2)

Fabricated Metal Roofing Accessory (Ridge/Hip Rolls/Flashings/Counter Flashing/Valley Roll)

96

1013(2)c

Fabricated Metal Roofing Accessory (Gutter)

97

1014

Prepainted Metal Sheets (Corrugated, Short Span/ Long Span, below 0.427 thk/ above 0.427 thk)

98

1014

Prepainted Metal Sheets (Rib Type, Short Span/ Long Span, below 0.427 thk/ above 0.427 thk)

99

1016(1)a

Waterproofing Cement Base

100

1016(1)b

Liquid Waterproofing

101

1016(2)

Built-up and Preformed Membrane

102

50mm ø - 100mm ø Roof Drain/Canopy Drain/ Gutter Drain with Strainer

103

Glazed Tiles and Trims

104

Unglazed Tiles/ Granite Tiles/ Synthetic Granite Tiles

105

1019(1)

Wood Tiles (Narra, Tanguile, others)

106

1019(1)d

Laminated Wood Tiles

107

1020(1)

Vinyl Tiles

108

1021(1)a

Plain Cement Floor Fnish

109

1021(3)

Floor Topping

110

1023(1)

Granolithic Marble Work

111

1024(1)

Pea Gravel Finish

112

1026(1)

Pebble Washout Finish

113

1027(1)

Cement Plaster Finish

114

1032(1)a

Painting Works (Masonry Painting)

115

1032(1)b

Painting Works (Wood Painting)

116

1017 1018(1) 1018

18

Summary Table of Items of Work and Description

ITEM NO.

DESCRIPTION

PAGE NO.

1032(1)c

Painting Works (Metal Painting)

117

1032(2)

Varnishing Works

118

1032(4)

Ducco Finish

119

1034(1)

Damproofing ( Polyethylene Sheets)

120

1038(1)

Reflective Insulation

121

1042(1)

Stainless Steel Door and Frames

122

1043(1)

PVC Doors and Frames

123

1045(1)

Perforated Aluminum Ceiling Panels

124

1046

100 mm CHB Non Load Bearing/Load Bearing (including Reinforcing Steel)

125

1046

150mm CHB Non-LoadBearing/ Load Bearing (including Reinforcing Steel)

126

1047(1)

Structural Steel Roof Framing

127

1047(2)a

Structural Steel Roof Framing

128

1047(2)b

Structural Steel Roof Truss

129

1047(2)c

Structural Steel Purlins

130

1047(3)a

Metal Structure Accessories (Anchor Bolts)

131

1047(3)b

Metal Structure Accessories (Sagrods)

132

1047(3)c

Metal Structure Accessories (Turnbuckle)

133

1047(3)d

Metal Structure Accessories (Crossbracing, )

134

1047(4)

Metal Structure Accessories (Crossbracing)

135

1047(5)

Metal Structure Accessories (Steel Plates)

136

1048(1)a

Carbon Fiber (1 layer)

137

1048(2)

Glass Fiber

138

1049(1)

Jet Grouting (0.80 m diameter)

139

1052(4)a.1

Precast Concrete Piles, furnished (400mm x 400mm -type A)

140

1052(4)a.2

Precast Concrete Piles, furnished (400mm x 400mm -type B)

141

19

Summary Table of Items of Work and Description

ITEM NO.

DESCRIPTION

PAGE NO.

1052(4)b.1

Precast Concrete Piles, furnished (450mm x 450mm -type C)

142

1052(4)b.2

Precast Concrete Piles, furnished (450mm x 450mm -type D)

143

1052(5)a

Precast, Prestressed Concrete Piles, furnished (400 mm x 400 mm)

144

1052(5)b

Precast, Prestressed Concrete Piles, furnished (450 mm x 450 mm)

145

1052(6)

Structural Steel Sheet Piles, furnished

146

1052(7)a

Precast Concrete Sheet Piles, furnished (0.50 m x 0.35 m)

147

1052(7)b

Precast Concrete Sheet Piles, furnished (0.50 m x 0.35 m), (Ready Mix Concrete)

148

1052(11)

Steel Pipe Piles, furnished and driven

149

1052(12)

Structural Steel Sheet Piles, driven

150

1052(13)

Precast Concrete Sheet Piles, driven

151

1052(14)a

Precast Concrete Piles, driven (soft strata)

152

1052(14)b

Precast Concrete Piles, driven (hard strata)

153

1052(15)a

Precast, Prestressed Concrete Piles, driven (soft strata)

154

1052(15)b

Precast, Prestressed Concrete Piles, driven (hard strata)

155

1052(16)a

Test Piles, furnished and driven (type A, B, C or D), soft strata

156

1052(16)b

Test Piles, furnished and driven (type A, B, C or D), hard strata

157

1052(17)a

Concrete Piles cast in Drilled Holes, 0.80 m. Ø, fc' = 28 MPa (ordinary soil condition)

158

1052(17)b

Concrete Piles cast in Drilled Holes, 1.00 m. Ø, fc' = 28 MPa (ordinary soil condition)

159

1052(17)c

Concrete Piles cast in Drilled Holes, 1.20 m. Ø, fc' = 28 MPa (ordinary soil condition)

160

1052(17)d

Concrete Piles cast in Drilled Holes, 1.50 m. Ø, fc' = 28 MPa (ordinary soil condition)

161

1052(17)e

Concrete Piles cast in Drilled Holes, 1.80 m. Ø, fc' = 28 MPa (ordinary soil condition)

162

1052(17)f

Concrete Piles cast in Drilled Holes, 2.00 m. Ø, fc' = 28 MPa (ordinary soil condition)

163

20

Summary Table of Items of Work and Description

ITEM NO.

DESCRIPTION

1052(18)a

Concrete Piles cast in Steel Shells, furnished and driven

164

1052(18)b

Concrete Piles cast in Steel Shells, furnished and driven (Ready Mix Concrete)

165

1052(19)a

Concrete Piles cast in Steel Pipes, furnished and driven

166

1052(19)b

Concrete Piles cast in Steel Pipes, furnished and driven (Ready Mix Concrete)

167

1052(20)

Pile Shoes

168

1052(23)a

Bored Piles, 0.80 m. Ø (ordinary soil condition)

169

1052(23)b

Bored Piles, 1.00 m. Ø (ordinary soil condition)

170

1052(23)c

Bored Piles, 1.20 m. Ø (ordinary soil condition)

171

1052(23)d

Bored Piles, 1.50 m. Ø (ordinary soil condition)

172

1052(23)e

Bored Piles, 1.80 m. Ø (ordinary soil condition)

173

1052(23)f

Bored Piles, 2.00 m. Ø (ordinary soil condition)

174

1052(24)a

Permanent Casing (0.80 m Ø)

175

1052(24)b

Permanent Casing (1.00 m Ø)

176

1052(24)c

Permanent Casing (1.20 m Ø)

177

1052(24)d

Permanent Casing (1.50 m Ø)

178

1052(24)e

Permanent Casing (1.80 m Ø)

179

1052(24)f

Permanent Casing (2.00 m Ø)

180

1052(25)

Splicing of RC Piles with Epoxy (400 mm x 400 mm)

181

1052(26)

Splicing of RC Piles with Epoxy (450 mm x 450 mm)

182

1052(27)a

Pile Integrity Testing (Sonic), ordinary soil condition

183

1052(27)b

Pile Integrity Testing (PIT), ordinary soil condition

184

1052(22)b

High Strain Dynamic Testing (PDA), ordinary soil condition

185

1052 (29)

Micro Piles In Drilled Holes, 0.20m Ø (ordinary soil condition)

186

D. 1100(1)

PAGE NO.

ELECTRICAL 15 mm Ø - 25 mm Ø Rigid Steel Conduit (RSC)/Intermediate metal Conduit (IMC)/ Electrical Metal Tubing (EMT)

21

187

Summary Table of Items of Work and Description

ITEM NO.

DESCRIPTION

PAGE NO.

1100(1)

32 mm Ø - 40 mm Ø Rigid Steel Conduit (RSC)/ Intermediate metal Conduit (IMC)/ Electrical Metal Tubing (EMT)

188

1100(1)

50 mm Ø - 65 mm Ø Rigid Steel Conduit/ Intermediate metal Conduit (IMC)/ Electrical Metal Tubing (EMT)

189

1100(1)

80 mm Ø - 100 mm Ø Rigid Steel Conduit (RSC)/ Intermediate metal Conduit (IMC)/ Electrical Metal Tubing (EMT)

190

1100(3)

15 mm Ø - 25 mm Ø Flexible Metal Conduit

191

1100(6)

15 mm Ø - 32 mm Ø Polyvinyl Chloride (PVC) Pipes

192

1100(9)

PVC/RSC/ IMC/ EMT Conduit Fittings

193

1100(11)

Junction/ Utility/ Pull/ Square Box

194

1100(10)

Conduit Works, Boxes and Fittings

195

1101(1)

1.6 mm2 - 5.5 mm2 Electric Wire (TW/THHN/TWHN2)

196

1101(1)

8.00 mm2 - 22 mm2 Electric Wire (TW/THHN/TWHN2)

197

1101(1)

30.00 mm2 - 38 mm2 Electric Wire (TW/THHN/TWHN2)

198

1101(1)

50.00 mm2 - 60 mm2 Electric Wire (TW/THHN/TWHN2)

199

1101(1)

80.00 mm2 - 125 mm2 Electric Wire (TW/THHN/TWHN2)

200

1101(1)

150.00 mm2 - 250 mm2 Electric Wire (TW/THHN/TWHN2)

201

1101(1)

325.00 mm2 - 400 mm2 Electric Wire (TW/THHN/TWHN2)

202

500.00 mm2 Electric Wire (TW/THHN/TWHN2)

203

1101(2)

XLPE Electric Wires

204

1109(4)

2.00 mm2 - 5.5 mm2 Bare Copper Wire

205

1109(4)

8.00 mm2 - 22.00 mm2 Bare Copper Wire

206

1109(4)

30.00 mm2 - 38.00 mm2 Bare Copper Wire

207

1109(4)

50.00 mm2 - 60.00 mm2 Bare Copper Wire

208

1109(4)

80.00 mm2 - 125.00 mm2 Bare Copper Wire

209

1109(1)

200.00 mm2 - 250.00 mm2 Bare Copper Wire

210

1101(33)

Switches

211

1101(1)b19

22

Summary Table of Items of Work and Description

ITEM NO.

DESCRIPTION

PAGE NO.

1101 (15)

Single Convenience Outlet/Receptacle, Grounding Type (GT)/ Heavy Duty Convenience Outlet/Receptacle, Grounding Type (GT)/ Weather Proof Single Convenience Outlet/Receptacle, Grounding Type (GT)/ Pop-up Type/Floor Triplex Convenience Outlet/Receptacle, Grounding Type (GT)

212

1101 (16)

Duplex Convenience Outlet/Receptacle, Grounding Type (GT) / Weather Proof Duplex Convenience Outlet/Receptacle, Grounding Type (GT)/ Special Purpose Convenience Outlet/Receptacle, Grounding Type for ACU, WH, etc/ Explosion Proof Type Duplex Convenience Outlet/Receptacle, Grounding Type (GT)/ Duplex Convenience Outlet/Receptacle with Ground Fault Circuit Interupter

213

1101 (21)

Pop-up Type/Floor Single Convenience Outlet/Receptacle, Grounding Type (GT)/ Pop-up Type/Floor Duplex Convenience Outlet/Receptacle, Grounding Type (GT)/ Explosion Proof Type Single Convenience Outlet/Receptacle, Grounding Type (GT)/ Single Convenience Outlet/Receptacle with Ground Fault Circuit Interrupter

214

1101 (33)

Wires and Wiring Devices

215

1102 (1)

Panel Board with Main Breaker/Branches, 3 wires, 1 neutral, 250 Amp - 400 Amp

216

1102 (1)

Panel Board with Main Breaker/Branches, 3 wires, 1 neutral, 50 Amp - 200 Amp

217

1102 (1)

NEMA I (Enclosed Circuit Breaker) Single Phase or Three Phase Commercial/Industrial Type

218

1102 (1)

NEMA 3R (Enclosed Circuit Breaker) Single Phase or Three Phase Commercial/Industrial Type

219

1102 (2)

Motor Control Center with main, branch breaker and motor starter (NEMA 1, NEMA 3R and 4X) Flush or Surface Mounted

220

1102 (16)

Generator (Stand by and Continuous), Synchonizing Panel for Generator, High Voltage Switch Gear

221

1102 (1)

Main Enclosed Automatic Circuit Breaker 50 AT, 60 AT, 70 AT , 3P, 240V: NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface Mounted

222

1102 (1)

Main Enclosed Automatic Circuit Breaker 50 AT, 60 AT, 70 AT , 2P, 240V NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface Mounted

223

23

Summary Table of Items of Work and Description

ITEM NO.

DESCRIPTION

PAGE NO.

1102 (1)

Main Enclosed Automatic Circuit Breaker 100 AT, 125 AT, 205 AT , 225 AT, 3P, 240V NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface Mounted

224

1102 (1)

Main Enclosed Automatic Circuit Breaker 100 AT, 125 AT, 200 AT , 2P, 225 AT, 2P, 240V NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface Mounted

225

1102 (1)

Low Voltage Switch Board Main 2500-4000 AT, 3P, 240V NEMA I with Breaker

226

1102 (1)

Main Enclosed Automatic Breaker 250-500 Amp

227

1103 (1)

Fluorescent Lighting Fixture with Ballast /Light Emitting Diode (LED) Bulb, 1 Bulb

228

1103 (1)

Fluorescent Lighting Fixture with Ballast /Light Emitting Diode (LED) Bulb, 2 Bulbs

229

1103 (1)

Fluorescent Lighting Fixture with Ballast /Light Emitting Diode (LED) Bulb, 3 Bulbs

230

1103 (1)

Fluorescent Lighting Fixture with Ballast /Light Emitting Diode (LED) Bulb, 4 Bulbs

231

1103 (1)

Downlight/Pinlight Fixture with One- Compact Fluorecent Lamp (CFL) or LED Bulb, 1 Bulb

232

1103 (1)

Downlight/Pinlight Fixture with Two- Compact Fluorecent Lamp (CFL) or LED Bulb, 2 Bulb

233

1103 (1)

High Bay Aluminum Reflector, Dome Luminaire

234

1103 (1)

Die-Cast Aluminum Floodlight with Electrocoat Paint Finish

235

1103 (1)

Lighting Fixtures

236

PART E

MECHANICAL

1200(13)a

Air Conditioning and Refrigiration System

237

1201(1)

Water Pumping System

238

1202(1)

Automatic Water Sprinkler System

239

1202(2)

Fire Pump with complete control and standard accessories

240

1202(3)

Jockey Pump with complete control and standard accessories

241

1202(1)

Sprinkler Head, upright/pendent/wall

242

1202(1)

Alarm Check Valve

243

24

Summary Table of Items of Work and Description

ITEM NO.

DESCRIPTION

PAGE NO.

1202(1)

Flow Meter

244

1202(1)

OS & Y Gate Valve 175 psi

245

1202(1)

Pressure Gauge

246

1202(1)

Pressure Relief Valve

247

1202(1)

Floor Control Valve

248

1202(1)

Inspector Test Valve

249

1202(1)

Inspector Test Connection

250

1202(1)

25 mm Ø - 50 mm Ø Black Iron (B.I.) Pipe and Fittings

251

1202(1)

65 mm Ø -150 mm Ø Black Iron (B.I.) Pipe and Fittings

252

1202(1)

Fittings

253

1202(7)

Fire Hose Valve siames 150 mm Ø x 2 w x 65 mm Ø with cap

254

1202(5)

Fire Hose Cabinet

255

1202(a1)

Fire Extinguisher

256

25

Summary Table of Items of Work and Description

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

800(1)

Clearing and Grubbing 2 m 500.00 m2

Designation

No. of Person/s

No. of Hour/s

1 2

1.00 1.00

No of Unit/s

No. of Hour/s

a. Dumptruck (12 yd )

2

1.00

3

1 1

1.00 1.00

Unit

Quantity

A. Labor a. Construction Foreman b. Unskilled Laborer

Hourly Rate

Amount (PhP)

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment 3

b. Payloader (1.50 m ) c. Bulldozer (155 Hp), D65A-8 Note: Assumed hauling distance is 3 km. If actual hauling distance is shorter or longer than 3 km, the time of dump truck will be adjusted accordingly based on the hauling cycle analysis. Based on assumed 150 mm cut all throughout. A corresponding adjustment in the output shall be computed based on the actual field requirements.

Sub - Total for B Total (A + B) 2 500.00 m D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

26

Par t A - Ear t h w o r ks

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

800(2)

Clearing and Grubbing ls 1.00 ls

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

No. of Hour/s

Hourly Rate

Amount (PhP)

Quantity

Unit Cost

Amount (PhP)

A. Labor See derivations for Item Nos. 800(1), 800(3) and 800(4)

Sub - Total for A Name and Capacity

No of Unit/s

B. Equipment See derivations for Item Nos. 800(1), 800(3) and 800(4)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.00 ls E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials See derivations for Item Nos. 800(1), 800(3) and 800(4)

Sub - Total for F G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/ 8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. The "lumpsum" unit of measurement as per Blue Book, shall be based on the derived outputs of Item No. 800(1), 800(3), and 800(4)

27

Par t A - Ear t h w o r ks

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

803(1)a

Structure Excavation (Common Soil) 3 m 3 20.00 m

Designation

No. of Person/s

No. of Hour/s

1 3

1.00 1.00

No of Unit/s

No. of Hour/s

a. Backhoe (0.80 m )

1

1.00

b. Dump Truck (12 yd3) Minor Tools (10% of labor cost)

2

1.00

Unit

Quantity

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment 3

Sub - Total for B Total (A + B) 20.00 m3 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/ 8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note: 1. Additional labor and/or equipment may be added for dispossal of surplus excavated material.

28

Par t A - Ear t h w o r ks

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

803(1)b

Structure Excavation (Soft Rock) 3 m 3 14.00 m

Designation

No. of Person/s

No. of Hour/s

1 3

1.00 1.00

No of Unit/s

No. of Hour/s

2

1.00

1

0.50

1

0.50

Unit

Quantity

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment 3

a. Dump Truck (12 yd ) 3

b. Backhoe (0.80 m ) 3

c. Backhoe with Breaker (0.80 m ) Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 14.00 m3 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

29

Par t A - Ear t h w o r ks

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

803(1)c

Structure Excavation (Hard Rock) 3 m 3 4.00 m

Designation

No. of Person/s

No. of Hour/s

1 3

1.00 1.00

No of Unit/s

No. of Hour/s

2

1.00

1

0.25

1

0.75

Unit

Quantity

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment 3

a. Dump Truck (12 yd ) 3

b. Backhoe (0.80 m ) 3

c. Backhoe with Breaker (0.80 m ) Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 4.00 m3 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

30

Par t A - Ear t h w o r ks

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

803(2)

Trimming Works 2 m 2 5.00 m

Designation

No. of Person/s

No. of Hour/s

1 4

1.00 1.00

No of Unit/s

No. of Hour/s

1 1

0.50 0.50

Unit

Quantity

kg

30.72

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Bentonite Bin b. Bentonite Mixer c. Minor Tools (10 % of Labor rate)

Sub - Total for B Total (A + B) 5.00 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Bentonite

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

31

Par t A - Ear t h w o r ks

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

803(3)

Soil Stablization - a. Jet Grouting (0.80 m diameter) m 1.18 m

Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00

Name and Specification

Unit

Quantity

a. Portland Cement b. Additives c. Consumables (5% of Material Cost)

bags L

14.00 3.50

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

B. Equipment a. Jetting Machine b. Air Compressor 12 Bars/600 CFM c. Water Tank/Pump d. Agitator e. Generator/Power Supply f. High Pressure Pump

See latest ACEL rental rates.

Sub - Total for B Total (A + B) 1.20 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Unit Cost

Amount (PhP)

F. Materials

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

32

Par t A - Ear t h w o r ks

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

803(3)

Soil Stablization - b. Structural Steel Sheet Piles, furnished and driven m. 72.00 m.

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor Refer to Item 1052(6) - Structural Steel Pile, furnished and Item 1052(12) - Structural Steel Pile, driven

Sub - Total for A Name and Capacity

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

B. Equipment Refer to Item 1052(6) - Structural Steel Pile, furnished and Item 1052(12) - Structural Steel Pile, driven

Sub - Total for B C. Total (A + B) D. Output per Hour = 72.00 m. E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

F. Materials Refer to Item 1052(6) - Structural Steel Pile, furnished and Item 1052(12) - Structural Steel Pile, driven

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

33

Par t A - Ear t h w o r ks

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

804(1)a

Embankment from Structure Excavation 3 m 3 9.84 m

Designation

No. of Person/s

No. of Hour/s

1 3

1.00 1.00

No of Unit/s

No. of Hour/s

1

0.75

1

0.75

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

B. Equipment a. Plate Compactor (5 hp) 3 b. Backhoe (0.80 m ) Minor Tools (10% of Labor)

Sub - Total for B Total (A + B) 9.84 m3 D. Output per Hour = E. Direct Unit Cost (C ÷ D)

0.00 0.00

C.

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

F. Materials

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

34

Par t A - Ear t h w o r ks

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

804(1)b

Embankment from Common Borrow by Equipment 3 m 3 9.84 m

Designation

No. of Person/s

No. of Hour/s

1 3

1.00 1.00

No of Unit/s

No. of Hour/s

1

0.75

1

0.75

Unit

Quantity

m3

1.25

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Plate Compactor 3 b. Backhoe (0.80 m ) Minor Tools (10% of Labor)

Sub - Total for B Total (A + B) 9.84 m3 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Embankment Material (w/ 25% Shrinkage Factor)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

12%9%7%6% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

35

Par t A - Ear t h w o r ks

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

804(4)

Gravel Bedding 3 m 3 1.20 m

Designation

No. of Person/s

No. of Hour/s

1 3

1.00 1.00

No of Unit/s

No. of Hour/s

1

0.50

Unit

Quantity

m3

1.05

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Plate Compactor Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 1.20 m3 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Gravel Bedding (G1) (w/ 5% Shrinkage Factor)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

36

Par t A - Ear t h w o r ks

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

900

Structural Concrete (Ready Mix, Class AA/Class A/Class B/Class C/Class P/Seal Concrete, 7 days/14 days/ 28 days) 3

m 3.72

Designation

No. of Person/s

No. of Hour/s

1 3 6

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

2 1

1.00 0.27

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District Labor Rates are variable Region/District based on minimum wage per as approved by based on minimum as approved DOLE. Refer to the wage Schedule of Labor by Rates. DOLE.Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

B. Equipment a. Concrete Vibrator b. Pumpcrete Minor Tools (10% of labor cost)

* if beyond reach of pumpcrete concrete bucket may be used and costing shall be considered in the support equipment Sub - Total for B Total (A + B) 3 3.35 m D. Output per Hour = E. Direct Unit Cost (C ÷ D)

0.00 0.00

C.

Name and Specification

Unit

a. Ready Mix, Class AA/Class B/Class C/Class P, 7 days/14 days/ 28 days

m

Quantity

Unit Cost

Amount (PhP)

F. Materials 3

1.05

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/ 8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note: 1. This cost sheet shall be used for concrete pouring by pumpcrete. Item Nos. 900(1)a1, 900(1)b1, 900(1)c1, 900(2)a, 900(2)b, 900(2)c, 900(3)a, 900(3)b, 900(3)c, 900(4)a, 900(4)b, 900(4)c, 900(5), 900(6), and 900(8) shall used this cost sheet.

37

Part B - Plain and Reinforced Concrete Works

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

901(1)

Lean Concrete (Ready Mix, 28 days) 3 m 3 3.72 m

Designation

No. of Person/s

No. of Hour/s

1 2 6

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

2 1

1.00 0.27

Unit

Quantity

m3

1.05

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE.Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

B. Equipment a. Concrete Vibrator b. Pumpcrete Minor Tools (10% of Labor Cost)

See latest ACEL rental rates.

Sub - Total for B C.

Total (A + B)

3.72 m3 D. Output per Hour = E. Direct Unit Cost (C ÷ D) Name and Specification

Unit Cost

Amount (PhP)

F. Materials a. Ready Mix Concrete, Lean Concrete, 28days

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

38

Part B - Plain and Reinforced Concrete Works

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

902(1)

Reinforcing Steel of Reinforced Concrete Structures kg 129.094 kg

Designation

No. of Person/s

No. of Hour/s

1 6 12

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

1 1

0.50 0.50

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

B. Equipment a. Bar Cutter b. Bar Bender Minor Tools (10% of labor cost)

C.

Sub - Total for B

0.00

Total (A + B)

0.00

D. Output per Hour = 129.094 kg E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

Quantity

kg

1.00

kg

0.015

Unit Cost

Amount (PhP)

F. Materials a. Deformed Reinforcing Steel Grade 60/Grade 40 b. #16 Galvanized Iron Wire c. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

39

Part B - Plain and Reinforced Concrete Works

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

903(2)

Formworks and Falseworks 2 m 2 4.5 m

Designation

No. of Person/s

No. of Hour/s

1 4 8

1.00 1.00 1.00

2 6

0.56 0.56

Quantity

No. of Day/s

40

14.00

62 80 80 62 16 32 216 278 558

14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00

Unit

Quantity

Hourly Rate

Amount (PhP)

A. Labor Installation a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Stripping a. Skilled Laborer b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Daily Rental Rate

Amount (PhP)

B. Equipment Area = 205.01 m2 34.50 a. H-Frame 1.7 m x 1.2m, set 2 pcs H-frames 4 pcs diagonal cross braces 4 pcs horizontal braces 8 pcs joint pins b. Shoring Jack , 3.8 m full extension c. Adjustable U-head Jack, 0.6m d. Adjustable Base Jack, 0.6m e. 1-1/2" GI Pipe x 6.0 m f. 1-1/2" GI Pipe x 3.0 m g. 1-1/2" GI Pipe x 4.0 m h. 1-1/2" GI Pipe x 1.0 m i. Tie Rod x 0.60m. j. Round Wing Nut

Rental cost for scaffoldings may vary per Region/District.

Sub - Total for B C. Sub - Total for C (B ÷ Area) D. Output per Hour = E. Direct Unit Cost (A ÷ D) + C Name and Specification F. Materials a. Phenolic Board (0.019 x 1.2 x 2.4) - 3 uses c. Good Lumber - 3 uses b. Consumables (5% of material cost)

pcs bd ft

0.347 4.727

Unit Cost

Amount (PhP)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Sub - Total for F G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/ 8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. This cost sheet analysis is only applicable for Formworks and Falseworks considering steel scafoldings 2. Area of consideration includes beams, columns, and suspended slabs.

40

Part B - Plain and Reinforced Concrete Works

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1000(1)

Soil Poisoning L 5.4 L

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

L

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 5.4 L E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Soil Poisoning

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

41

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1001(1)a

50 mm Ø -100 mm Ø PVC Pipe and Fittings, Series 600/ Series 1000 m 3.00 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 3.00 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 50 mm - 100 mm Ø PVC Pipe and Fittings, Series 600/Series 1000 b. Consumables (5% of material cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note: 1. Use this cost sheet for Item Nos. 1001(1)a1, 1001(1)a2,1001(1)a3, 1001(1)a5, 1001(1)a5, and 1001(1)a7.

42

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1001(1)a

150 mm - 300 mm Ø PVC Pipe and Fittings, Series 600/ Series 1000 m 4.00 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 4.00 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 150 mm Ø PVC Pipe and Fittings, Series 600/ Series 1000 m b. Consumables (5% of material cost)

1.00

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note: 1. Use this cost sheet for Item Nos. 1001(1)a4, 1001(1)a8, 1001(1)a9, 1001(1)a10 and 1001(1)a11.

43

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1001(1)b1

150 mm Ø Concrete Pipe m 1.00 m

Designation

No. of Person/s

No. of Hour/s

1 2 4

0.98 0.98 0.98

No of Unit/s

No. of Hour/s

1

0.09

Unit

Quantity

m3 bags m m3

0.19 0.01 1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Plate Compactor (5 hp) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1.00 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Portland Cement b. Sand c. Concrete Pipe (150 mm Ø) d. Sand Bedding/Selected sandy soil

0.05

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G

I. Contractor's Profit (CP)

5% of (G + H + I) (G + H + I + J)

J. Value Added Tax (VAT) K. Total Unit Cost

44

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1001(1)b2

200 mm Ø Concrete Pipe m 1.00 m

Designation

No. of Person/s

No. of Hour/s

1 2 4

1.07 1.07 1.07

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Plate Compactor (5 hp) Minor Tools (10% of labor cost)

0.11

Sub - Total for B C. Total (A + B) D. Output = 1.00 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

Quantity

m3 bags m m3

0.25 0.01 1.00

F. Materials a. Portland Cement b. Sand c. Concrete Pipe (200 mm Ø) d Sand Bedding/Selected sandy soil

G. H. I. J. K.

0.05

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

45

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1001(1)b3

250 mm Ø Concrete Pipe m 1.00 m

Designation

No. of Person/s

No. of Hour/s

1 2 4

1.17 1.17 1.17

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Plate Compactor (5 hp) Minor Tools (10% of labor cost)

0.12

Sub - Total for B C. Total (A + B) D. Output = 1.00 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

Quantity

m3 bags m m3

0.32 0.02 1.00

F. Materials a. Portland Cement b. Sand c. Concrete Pipe (250 mm Ø) d Sand Bedding/Selected sandy soil

G. H. I. J. K.

0.06

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

46

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1001(1)b4

300 mm Ø Concrete Pipe pc 1 pc

Designation

No. of Person/s

No. of Hour/s

1 2 4

1.26 1.26 1.26

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Plate Compactor (5 hp) Minor Tools (10% of labor cost)

0.13

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

Quantity

m3 bags m m3

0.38 0.02 1.00

F. Materials a. Portland Cement b. Sand c. Concrete Pipe (300 mm Ø) d Sand Bedding/Selected sandy soil

G. H. I. J. K.

0.06

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

47

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1001(1)b5

350 mm Ø Concrete Pipe m 1.00 m

Designation

No. of Person/s

No. of Hour/s

1 2 4

1.35 1.35 1.35

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Plate Compactor (5 hp) Minor Tools (10% of labor cost)

0.14

Sub - Total for B C. Total (A + B) D. Output = 1.00 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

Quantity

m3 bags m m3

0.44 0.03 1.00

F. Materials a. Portland Cement b. Sand c. Concrete Pipe (350 mm Ø) d Sand Bedding/Selected sandy soil

0.07

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%8% of G

I. Contractor's Profit (CP)

5% of (G + H + I) (G + H + I + J)

J. Value Added Tax (VAT) K. Total Unit Cost

48

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1001(1)c

50 mm Ø - 100 mm Ø High Density Polyethylene (HDPE) Pipe m 3.00 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 3.00 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 50 mm Ø High Density Polyethylene (HDPE) Pipe b. Consumables (5% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note: 1. Use this cost sheet for Item Nos. 1001(1)c1, 1001(1)c2, and 1001(1)c3.

49

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1001(1)c

150 mm Ø - 300mm ØHigh Density Polyethylene (HDPE) Pipe m 4.00 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

a. 150 mm Ø High Density Polyethylene (HDPE) Pipe b. Consumables (5% of material cost)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 4.00 m E. Direct Unit Cost (C ÷ D)

F. Materials

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note: 1. Use this cost sheet for Item Nos. 1001(1)c4, 1001(1)c5,1001(1)c6 and 1001(1)c7.

50

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1001(2)

PVC/HDPE Fittings ea 1 ea

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

labor cost for these items are considered in the installation of pipes.

Sub - Total for A Name and Capacity

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

a. PVC/HDPE Fittings ( Elbow/ Clean Out/ Coupling/ Wye/ Tee/ Reducer/ P-trap/ Bushing/ Plug)

ea

1.00

B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 ea E. Direct Unit Cost (C ÷ D)

F. Materials Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

G. Direct Unit Cost (E + F) 15%/ 12%/ 10%/ 8% of G H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 10%8% of G I. Contractor's Profit (CP) 5% of (G + H + I) J. Value Added Tax (VAT) (G + H + I + J) K. Total Unit Cost Note : 1. All items under Item No 1001(2) are considered as fittings. Use this cost sheet for Item Nos. 1001(2)a to 1001(2)w.

51

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1001(2)

Concrete Gutter m

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Item 900 - Reinforced Concrete b. Item 902 - Reinforcing Steel a. Item 903 - Formworks and Falseworks

m3 kg m2

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note: 1. This item shall be based on the standard Detailed Unit Price Analysis (DUPA) of each component items such as Item Nos. 900,902, and 903.

52

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1001(5)

Catch Basin (Concrete/CHB) ea 1.00 ea

Designation

Quantity

Unit Cost

Amount (PhP)

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

Unit

A. Labor a. Item 803 - Structure Excavation

m3

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Item 900 - Reinforced Concrete b. Item 902 - Reinforcing Steel c. Item 1046 - CHB Wall

m3 kg m2

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note: 1. These items are variable in dimensions based on actual condition which combines component items, hence standard estimate should be based on the standard Detailed Unit Price Analysis (DUPA) of each component items such as Items 803, 900, 902

53

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1001(7)

Junction Box (Concrete/CHB) ea 1.00 ea

Designation

Quantity

Unit Cost

Amount (PhP)

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

Unit

A. Labor a. Item 803 - Structure Excavation

m3

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Item 900 - Reinforced Concrete b. Item 902 - Reinforcing Steel c. Item 1046 - CHB Wall

m3 kg m2

G. Direct Unit Cost (E + F) 15%/ 12%/ 10%/ 8% of G H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note: 1. These items are variable in dimensions based on actual condition which combines component items, hence standard estimate should be based on the standard Detailed Unit Price Analysis (DUPA) of each component items such as Items 803,900,902 and 1046.

54

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1001(8)

Sewer Line Works l.s. 1.00 l.s.

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor Amount shall be derived from individual DUPA for Item Nos. 1001(1)a, 1001(1)c, and 1001(2).

Sub - Total for A Name and Capacity

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1.00 l.s. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials Enumerate materials and quantities involved for Item Nos. 1001(1)a, 1001(1)c, and 1001(2).

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note: 1. The "lumpsum" unit of measurement as per Blue Book, shall be based on the derived outputs of Item Nos. 1001(1)a, 1001(1)c, and 1001(2)

55

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1001(9)

Storm Drainage and Downspout l.s. 1.00 l.s.

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor Amount shall be derived from individual DUPA for Item Nos. 1001(1)c, 1001(3), 1001(4), 1001(5), 1001(6) and 1001(7).

Sub - Total for A Name and Capacity

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1.00 l.s. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials Enumerate materials and quantities involved for Item Nos. 1001(1)c, 1001(3), 1001(4), 1001(5), 1001(6) and 1001(7).

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. The "lumpsum" unit of measurement as per Blue Book, shall be based on the derived outputs of Item Nos. 1001(1)c, 1001(3), 1001(4), 1001(5), 1001(6) and 1001(7).

56

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(1)

13 mm Ø - 50 mm Ø Galvanized Iron Pipe and Fittings pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

2.00 2.00 2.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a.13 mm Ø - 50 mm Ø Galvanized Iron Pipe and Fittings

pc

1.00

b. Consumables (5% of material cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note: 1. Use this cost sheet for Item Nos. 1002(1)a, 1002(1)b, 1002(1)c, 1002(1)d, and 1002(1)e.

57

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(1)

65 mm Ø - 150 mm Ø Galvanized Iron Pipe and Fittngs pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.50 1.50 1.50

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 65 mm Ø - 150 mm Øx 6 m Galvanized Iron Pipe and Fittings b. Consumables (5% of material cost)

pc

1.00

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1002(1)f, 1002(1)g, 1002(1)h, and 1002(1)i.

58

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1002(2)

Galvanized Iron Fittings pc 1 pc No. of Hour/s

Hourly Rate

Amount (PhP)

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

a. Galvanized Iron Fittings (Elbow/ Tee/ Reducer-Tee/ Socket/ Coupling/ Reducer Coupling)

pc

1.00

Designation

No. of Person/s

A. Labor labor cost for these items are considered in the installation of pipes.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 pc E. Direct Unit Cost (C ÷ D)

F. Materials

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1002(2)b to 1001(2)f.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

59

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(2)a

13mmØ - 50mm ØPolyprophylene Random Copolymer (PPR-C) Pipe and Fittings, PN 16/ PN 20 pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.33 1.33 1.33

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 13 mm Ø - 50 mm Ø x 4.00 mPolyprophylene Random Copolymer (PPR-C) Pipe and Fittings, PN 16/ PN 20 b. Consumables (5% of material cost)

pc

1.00

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1002(2)a2 to 1002(2)e3

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

60

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(2)

63mmØ - 100mm Ø Polyprophylene Random Copolymer (PPR-C) Pipe and Fittings PN 16/ PN 20 pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 63 mm Ø - 100 mm Ø x 4.00 m Polyprophylene Random Copolymer (PPR-C) Pipe and Fittings PN 16/ PN 20Copolymer (PPR-C) Pipe

pc

1.00

b. Consumables (5% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1002(2)f1 to 1002(2)h3.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

61

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(3)

Polyprophylene Random Copolymer (PPR-C) Fittings pc 1 pc

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

labor cost for these items are considered in the installation of pipes

Sub - Total for A Name and Capacity

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

a. Polyprophylene Random Copolymer (PPR-C) Fittings (Elbow/ Tee/ Female Threaded Tee/ Female Elbow/ Female Threaded Adaptor/ Male Threaded Adaptor/ End Cap)

pc

1.00

B. Equipment

Sub - Total for B C. Total (A + B) D. Output= 1 pc E. Direct Unit Cost (C ÷ D)

F. Materials

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1002(3)b to 1001(3)l.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

62

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1002(3)

13 mm Ø - 50 mm Ø Polyvinyl Chloride (PVC) Pipe and Fittings, Blue pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per hour = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 13 mm Ø - 50 mm Ø x 3 m Polyvinyl Chloride (PVC) Pipe and Fittings, blue b. Consumables (5% of material cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. Use this cost sheet for Item Nos. 1002(3)a, 1002(3)b, 1002(3)c, 1002(3)d, and 1002(3)e.

63

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(3)

65 mm Ø - 100 mm Ø Polyvinyl Chloride (PVC) Pipe and Fittings, Blue pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

0.75 0.75 0.75

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

LaborRates Ratesare are variable Region/District Labor variable perper Region/District basedon onminimum Minimumwage wage approved based as as approved by by DOLE.Refer to the Schedule of Labor Rates. DOLE.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 65 mm Ø 100 mm Ø x 3 m Polyvinyl Chloride (PVC) Pipe and Fittings, blue b. Consumables (5% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1002(3)f, 1002(3)g, and 1002(3)h.

64

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(4)

Polyvinyl Chloride (PVC) Fittings, Blue pc 1 pc

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Labor cost for these items are considered in the installation of pipes

Sub - Total for A Name and Capacity

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

a. Polyvinyl Chloride (PVC) Fittings, Blue (Elbow/ Tee/ Tee-Reducer/ Elbow Reducer/ Socket/ Coupling/ Reducer/ Male Threaded Adaptor/ Female Threaded Adaptor/ Cap)

pc

1.00

B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D)

F. Materials

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1002(4)b to 1001(4)l.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

65

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(4)

Plumbing Fixtures l.s. 1.00 l.s.

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor Amount shall be derived from individual DUPA for Item Nos. 1002(5)a to 1002 (5)s.

Sub - Total for A Name and Capacity

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1.00 l.s. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials See derivation for Item Nos. 1002(5)a to 1002 (5)s.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. The "lumpsum" unit of measurement as per Blue Book, shall be based on the derived outputs of Item Nos. 1002(5)a to 1002(5)s.

66

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(5)

Water Closet/ Urinal with Complete Accessories set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

2.00 2.00 2.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Water Closet / Urinal with complete accessories b. Consumables (5% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note: 1. Use this cost sheet for Item Nos. 1002(5)a and 1002(10).

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

67

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(11)

Kitchen Sink/Scrub Up Sink/Slop Sink with Complete Accessories set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

2.00 2.00 2.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Kitchen Sink/Scrub Up Sink/Slop Sink with complete accessories b. Consumables (5% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1002(11)a to 1002(13).

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

68

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(14)

Wall Hung/Countertop/Under Counter Lavatory with Complete Accessories set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

2.00 2.00 2.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Lavatory (Wall Hung/Countertop/Under Counter) b. Consumables (5% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1002(14)a to 1002(15)b.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

69

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(16)

Floor Drain Plates set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

0.40 0.40 0.40

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Floor Drain Plate b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

70

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(5)

Soap Holder ( Toilet Soap/ Liquid Soap) pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

0.75 0.75 0.75

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Soap Holder ( Toilet Soap/ Liquid Soap) b. Consumables (5% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1002(5)i and 1002(5)j.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

71

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(5)

Toilet Tissue Holder/Dispenser pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

0.75 0.75 0.75

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Toilet Tissue Holder/Dispenser b. Consumables (5% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1002(5)k and 1002(5)l.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

72

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1002(17)

Bidet/ Faucet/ Hose Bibb pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1

0.40 0.40

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Bidet/ Faucet/ Hose Bibb b. Consumables (5% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1002(5)m, 1002(5)q, and 1002(5)r.

73

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1002(18)

Stainless Steel Grab bar m 0.45 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 0.45 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 40 mm Ø Stainless Steel Grab Bar b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

74

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1002(19)

Shower head/ Shower Valve set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Shower head/ Shower Valve b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

75

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1002(20)

Facial Mirror m2 0.4 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.4 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Facial Mirror b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee. Committee

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

76

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1002(24)

Cold Waterline Pipes and Fittings l.s. 1.00 l.s.

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor See derivation for Items 1002(1) to Items 1002(5)

Sub - Total for A Name and Capacity B. Equipment See derivation for Items 1002(1) to Items 1002(5)

Sub - Total for B C. Total (A + B) D. Output per Hour = E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials See derivation for Items 1002(1) to Items 1002(5)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. The "lumpsum" unit of measurement as per Blue Book, shall be based on the derived outputs of Item No. 1002(1)a to Item No. 1001(5)

77

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1002(25)

Hot Waterline Pipes and Fittings l.s. 1.00 l.s.

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor See derivation for Item Nos. 1002(3)a to 1002(3)l.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials See derivation for Item Nos. 1002(3)a to 1002(3)l.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. The "lumpsum" unit of measurement as per Blue Book, shall be based on the derived outputs of Item No.1002(3)a to 1002(3)l.

78

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1003(1)

4.5mm Fiber Cement Board/ 4.5 mm Marine Plywood/ 6 mm Marine Plywood/ 6mm Ordinary Plywood on Metal Frame Ceiling m2 1.243 m2

Designation

No. of Hour/s

1 1 3

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

0.365

pc

1.131

c. Carrying Channels (size variable depends on plans and specifications)

pc

0.357

d. Hanger Bars/Rod (size variable depends on plans and specifications)

pc

1

e. Channel clip f. Wall Angle g. Rivets h. 1" Metal Screw

pc pc pc pcs

6 0.238 14 4

A. Labor for Installation : a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Hourly Rate

Amount (PhP)

No. of Person/s

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 1.243 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. 4.5mm Fiber Cement Board/ 4.5 mm Marine Plywood/ 6 mm Marine Plywood/ 6mm Ordinary Plywood b.Metal Furring (size variable on plan and and specifications ) 3m length

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Note: Quantities were derived from plans and specificartions of standard school building with carrying channels spaced by 1.20 m and metal furring spaced by 0.40 m on center.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note: 1. Use this cost sheet for Item Nos. 1003(1)a1, 1003(1)b1, 1003(1)c1, and 1003(1)d1.

79

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1003(1)a

4.5mm Fiber Cement Board/ 4.5 mm Marine Plywood/ 6 mm Marine Plywood/ 6mm Ordinary Plywood in Wood Framing Ceiling m2 1.489 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 3

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

0.365

bd.ft kg

9.257 0.139

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 1.489 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. 4.5mm Fiber Cement Board/ 4.5 mm Marine Plywood/ 6 mm Marine Plywood/ 6mm Ordinary Plywood b. Good Lumber c. Assorted Nails Note : Quantities are derived from a ceiling system with ceiling nailers spaced at 0.40 m on center

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note: 1. Use this cost sheet for Item Nos. 1003(1)a2, 1003(1)b2, 1003(1)c2, and 1003(1)d2.

80

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1003(1)e

Gypsum Board on Metal Frame Ceiling m2 1.340 m2

Designation

No. of Hour/s

1 1 3

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc pc

0.365 1.13

pc

0.36

pc

1.00

pcs pc pcs pcs

6 0.238 14 4

A. Labor for Installation a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Hourly Rate

Amount (PhP)

No. of Person/s

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 1.340 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Gypsum Board b.Metal Furring (size variable on plan and c. Carrying Channels (size variable depends on plans and specifications) d. Hanger Bars/Rod ((size variable depends on plans and specifications) e. Channel clip f. Wall Angle g. Rivets h. 1" metal screw

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee

Note: Quantities were derived from plans and specificartions of standard school building with carrying channels spaced by 1.20 m and metal furring spaced by 0.40 m on center.

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

81

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1003(2)

4.5mm/ 6.0 mm Fiber Cement Board/ 4.5mm/ 6.0 mm 4' X 8' thk fiber cement board/ 4.5mm Marine Plywood/ 6.0 mm Marine Plywood/ 6.0 mm Ordinary Plywood on Metal Frame Double Wall Partition m2 0.776 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 3

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pcs

0.730

b. Metal Studs (size variable depends on plan and specs.) 3 m length

pcs

1.181

c. Rivets d. 1" Metal Screw

pcs pcs

117.00 4.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.776 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. 4.5mm/ 6.0 mm 4' X 8' thk fiber cement board/ 4.5mm Marine Plywood/ 6.0 mm Marine Plywood/ 6.0 mm Ordinary Plywood

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note: 1. Use this cost sheet for Item Nos. 1003(2)a1, 1003(2)b1, 1003(2)c1, 1003(2)d1 and 1003(2)e1.

82

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1004(2)

Finishing Hardware set 1 set

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor Labor cost for these items are considered in the installation of Doors, Windows, and other Fabricated Materials

Sub - Total for A Name and Capacity

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

B. Equipment

Sub - Total for B C. Total (A + B) D. Output = E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

a. Finishing Hardwares (Lockset/Latches, Bolts, Door Closer, Knobs/Handles/ Hinges/ Ladder/ Grab Bar)

set

1.00

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note: 1. Use this cost sheet for Item Nos. 1004(2)a to 1004(2)i.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

83

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1005

Residential Casement Steel Windows/ Heavy Duty Side-hinged Ventilator/ Projected Ventilator/ Awning Ventilator/ Grille Window m2 0.18 m2

Designation

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

1

0.25

Name and Specification

Unit

Quantity

a. Residential Casement Steel Windows/ Heavy Duty Side-hinged Ventilator/ Projected Ventilator/ Awning Ventilator/ Grille Window b. Consumables (5% of material cost)

m2

1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Welding Machine Minor Tools (10% of labor cost)

Note: It is assumed that steel windows are already fabricated. Thus, labor and equipment output are based on installation time only.

Sub - Total for B Total (A + B) 0.18 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

F. Materials

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note: 1. Use this cost sheet for Item Nos. 1005(1), 1005(2), 1005(3), 1005(4), and 1005(7).

84

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1006

Hollow Steel Door/ Steel Flush Door/ Grille Door/ Steel Louver Door m2 0.26 m2

Designation

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

1

0.25

Unit

Quantity

m2

1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Labor Rates Rates are are variable variable per per Region/District Region/District based based on on minimum Minimum wage wage as as approved approved by by DOLE. Refer to the Schedule of Labor Rates. DOLE.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Welding Machine Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.26 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Hollow Steel Door/ Steel Flush Door/ Grille Door/ Steel Louver Door b. Consumables (3% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1006(1), 1006(2), 1006(3) and 1006(4).

85

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1006(5)

Fire Rated Fire Exit Steel Door m2 0.26 m2

Designation

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

1

0.25

Unit

Quantity

m2

1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Welding Machine Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.26 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Fire rated Fire Exit Steel Door b. Consumables (3% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

86

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1007

Aluminum Glass Door (Sliding Type/Swing Type) m2 0.26 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.26 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Aluminum Glass Door (Sliding Type/Swing Type) b. Consumables (3% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1007(1)a and 1007(1)b.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

87

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1008

Aluminum Glass Window (Sliding/ Casement/ Awning/ Fixed Type) m2 0.36 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.36 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Aluminum Glass Window (Sliding/ Casement/ Awning/ Fixed Type) b. Consumables (3% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1008(1)a, 1008(1)b, 1008(1)c and 1008(1)d.

88

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1010(1)

Frames (Jambs, Sill, Head, Transoms and Mullions) set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

2.00 2.00 2.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Jambs, Sill, Head, Transoms and Mullion b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

89

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1010(2)a

Hollow Core Flush Door m2 0.32 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.32 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a.Hollow Core Flush Door

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost 0

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

90

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1010(2)b

Wooden Panel Door m2 0.36 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.32 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Wooden Panel Door

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

91

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1011(1)

Steel/ Aluminum Roll Up Door set 1.00 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 14.71 14.71

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

Set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1.00 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Steel/ Aluminum Roll Up Door b. Consumables (3% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitring Committee Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

92

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1012(1)

Tempered Glass Door (10 mm/ 12mm) m2 0.26 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.26 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Tempered Glass Door (10 mm/ 12mm) b. Consumables (3% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1012(1)d1 and 1012(1)d2.

93

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1012(1)

Tempered Glass Windows (8 mm/ 10mm) m2 0.36 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.36 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Tempered Glass Windows (8 mm/ 10mm) b. Consumables (3% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1012(1)e1 and 1012(1)e2.

94

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1013(1)

Corrugated Metal Roofing 2 m 2 2.076 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 3

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

a. Corrugated Roofing Sheet b. teckscrew/J-bolt with washers c. Consumables ( 3% of material cost)

m2 pcs

1.05 10

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 2.076 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

F. Materials

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

95

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1013(2)

Fabricated Metal Roofing Accessory (Ridge/Hip Rolls/Flashings/Counter Flashing/Valley Roll) m 10.00 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.05

pcs

19.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 10.6 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ridge/Hip Rolls/Flashings/Valley Roll/ Counter Flashing (Gauge 26) b. Blind Rivets c. Consumables (3% of material cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this costing sheet for Item Nos. 1013(2)a, 1013(2)b, 1013(2)e, and 1013(2)f.

96

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1013(2)c

Fabricated Metal Roofing Accessory (Gutter) m 11.80 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m pcs pcs

1.00 3.00 16.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 11.80 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Gutter(Gauge 26) b. 12" x 1" Plain GI Strap c. Blind Rivets d. Consumables (3% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

97

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1014

Prepainted Metal Sheets (Corrugated, Short Span/ Long Span, below 0.427 thk/ above 0.427 thk) 2 m 2 2.076 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 2.076 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Prepainted Metal Sheets (Corrugated, Short Span/ Long Span, below 0.427 thk/ above 0.427 thk) b. teckscrew/J-bolt with washers c. Consumables ( 3% of material cost)

m

2

1.05

pcs

10

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1014(1)a and 1014(2)a.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

98

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1014

Prepainted Metal Sheets (Rib Type, Short Span/ Long Span, below 0.427 thk/ above 0.427 thk) 2 m 2.769 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 2.769 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Prepainted Metal Sheets (Rib Type, Short Span/ Long Span, below 0.427 thk/ above 0.427 thk) b. teckscrew/J-bolt with washers c. Consumables (3% of material cost)

m

2

1.00

pcs

10.00

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1014(1)b and 1014(2)b.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

99

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1016(1)a

Waterproofing Cement Base 2 m 1.875 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2

1.05

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Sub - Total for A Name and Capacity

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

B. Equipment

Minor Tools (10% of labor cost)

C.

Sub - Total for B Total (A + B)

1.875 m D. Output per Hour = E. Direct Unit Cost (C ÷ D)

2

Name and Specification F. Materials a. Cement-based waterproofing

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitring Committee Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

100

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1016(1)b

Liquid Waterproofing m2 2 5.772 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

gal gal

0.04 0.03

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 5.772 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Primer Coat b. Liquid Waterproofing c. Consumables (3% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitring Committee Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

101

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1016(2)

Built-up and Preformed Membrane 2 m 4.805 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

gal 2 m

0.10

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District Labor on Rates are variable perapproved Region/District based minimum wage as by based on Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates. DOLE.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 4.805 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Asphalt Primer b. Preformed Membrane c. Consumables (5% of material cost)

G. H. I. J. K.

1.05

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitring Committee

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

102

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1017

50mm ø - 100mm ø Roof Drain/Canopy Drain/ Gutter Drain with Strainer set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1

0.50 0.50

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Skilled Laborer b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 50mm ø - 100mm ø Roof Drain/Canop Drain/ Gutter Drain with Strainer

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. Use this cost sheet for Item Nos. 1017(1)a1, 1017(1)a2, 1017(1)a3, 1017(1)a4, 1017(2)b1, 1017(2)b2, 1017(2)b3, 1017(2)b4, 1017(3)c1, 1017(3)c2 and 1017(3)c3

103

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1018(1)

Glazed Tiles and Trims m2 2 1.365 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 5 5

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2 bags m3 bags bags

1.050 0.325

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 2 1.365 m D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Glazed Tiles b. Cement c. Sand d. Tile Grout e. Tile Adhesive (25 kg) f. Consumables (3% of Material Cost)

G. H. I. J. K.

0.026 0.125 0.143

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

104

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1018

Unglazed Tiles/ Granite Tiles/ Synthetic Granite Tiles 2 m 1.95 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 5 5

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2 bags m3 bags

1.050 0.325

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 1.95 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Unglazed Tiles/ Granite Tiles/ Synthetic Granite Tiles b. Cement c. Sand d. Tile Grout

0.026 0.125

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this costing sheet for Item Nos. 1018(2), 1018(3) and 1018(4).

105

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1019(1)

Wood Tiles (Narra, Tanguile, others) 2 m 1.56 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 5 5

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2 L bags m3 L L L

1.050 0.500 0.325

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 1.56 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Wood Tiles b. Glue Adhesive c. Cement d. Sand e. Polyurethane Floor Varnish Sealer f. Polyurethane Floor Varnish Topcoat g. Polyurethane Reducer h. Consumables (5% of material cost)

G. H. I. J. K.

0.026 0.400 0.200 0.06

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

106

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1019(1)d

Laminated Wood Tiles m2 1.95 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 5 5

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2 L bags m3

1.050 0.500 0.325

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 1.95 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Laminated Wood Tiles b. Glue Adhesive c. Cement d. Sand

0.026

e. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

107

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1020(1)

Vinyl Tiles 2 m 2 4.285 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 4.385 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Vinyl Tiles b. Glue Adhesive c. Cement d. Sand

2

m L bags m3

1.050 0.500 0.726 0.055

e. Consumables (3% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

108

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1021(1)a

Plain Cement Floor Fnish 2 m 5.95 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 3

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

bags m3

0.726

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 5.95 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Cement b. Sand

G. H. I. J. K.

0.055

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

109

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1021(3)

Floor Topping 2 m 6.545 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 3

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

bags m3

0.693

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 6.545 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Cement b. Sand

0.055

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1021(3)a and 1021(3)b.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

110

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1023(1)

Granolithic Marble Work 2 m 5.95 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 3

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 5.95 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Marble chips b. Portland cement c. Divider strips

G. H. I. J. K.

3

m bags m

0.726 0.055 1.00

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitring Committee

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

111

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1024(1)

Pea Gravel Finish m2 2 1.785 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

bags m3

0.795

m3

0.039

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 5.95 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Cement b. Pea Gravel c. Sand

G. H. I. J. K.

0.013

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitring Committee Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

112

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1026(1)

Pebble Washout Finish 2 m 2 1.785 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

bags m3

0.795

m3

0.039

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on Minimum Region/District based wage on minimum as approved wage byas DOLE. by DOLE. Refer to the Schedule approved of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 5.95 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Cement b. Pea Gravel c. Sand

G. H. I. J. K.

0.013

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

113

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description Unit of Measurement Output per hour

: : :

1027(1)

Cement Plaster Finish 2 m 7.125 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 4

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

bags cu.m.

0.330 0.027

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Note : In cases of outside wall plastering utilization of gondolla as support equipment is recommended.

Sub - Total for B Total (A + B) 7.125 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Cement b. Sand

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : For Exterior Plastering support equipment shall be utilized.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

114

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1032(1)a

Painting Works (Masonry Painting) m2 2 2.10 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

gal gal gal gal

0.02 0.04 0.05 0.08

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 2.10 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Concrete Neutralizer b. Concrete Sealer/Primer c. Patching Compound d. Semi Gloss Latex (one coat only) e. Consumables (5% of material cost)

G. H. I. J.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

K. Total Unit Cost

115

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1032(1)b

Painting Works (Wood Painting) m2 2 1.89 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

gal gal gal gal pint

0.05 0.04 0.04 0.01 0.01

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 2 1.89 m D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Glazzing Putty b. Flat Wall Enamel c. Enamel Quick Dry d. Paint Thinner e. Tinting Color (Optional) f. Consumables (5% of material cost)

G. H. I. J.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

K. Total Unit Cost

116

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1032(1)c

Painting Works (Metal Painting) m2 2 2.00 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

a. Red Oxide Primer b. Enamel Paint c. Paint thinner d. Consumables (5% of material cost)

gal gal lit

0.04 0.10 0.25

e. Tinting Color (Optional)

pint

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 2.00 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

F. Materials

G. H. I. J. K.

0.010

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

117

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1032(2)

Varnishing Works 2 m 2 3.945 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

a.Varnish b. Consumables (5% of material cost)

gal

0.04

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 3.945 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

F. Materials

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

118

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1032(4)

Ducco Finish 2 m 2 1.512 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

gal gal gal gal pint

0.05 0.04 0.04 0.01 0.01

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 1.512 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Glazzing Putty b. Flat Wall Enamel c. Enamel Quick Dry d. Paint Thinner e. Tinting Color (Optional) f. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

119

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1034(1)

Damproofing ( Polyethylene Sheets) 2 m 2 37.559 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 37.559 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. 6 mils Polyethylene Sheets

m

2

1.000

b. Consumables (3% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

120

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1038(1)

Reflective Insulation 2 m 5.56 m2

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 3

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2

1.000

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 5.56 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Reflective Insulation b. Consumbles (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

121

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1042(1)

Stainless Steel Door and Frames 2 m 2 0.32 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2

1.000

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.32 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. Stainless Steel Doors and Frames b. Consumables (3% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

122

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1043(1)

PVC Doors and Frames m2 2 0.315 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m2

1.000

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.315 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. PVC Doors and Frames b. Consumables (5% of material cost)

G. H. I. J.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

K. Total Unit Cost

123

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1045(1)

Perforated Aluminum Ceiling Panels 2 m 2 0.763 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 3

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

a. Perforated Aluminum Ceiling Pannel with frames b. Consumables (3% of material cost)

m2

1.000

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 0.763 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

F. Materials

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

124

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1046

100 mm CHB Non Load Bearing/Load Bearing (including Reinforcing Steel) 2 m 2 3.825 m

Designation

No. of Person/s

No. of Hour/s

1 2 4

1.00 1.00 1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

136.93 100.61 77.86

Sub - Total for A Name and Capacity

136.93 201.22 311.44

649.59 No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

3

1.00

172.00

516.00

B. Equipment a. One-bagger mixer Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 3.825 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D)

516.00 1,165.59

C.

Name and Specification

101.58 Unit

Quantity

pcs bags cu.m. kgs kgs

13.00 0.525 0.04 3.24* 0.05

Unit Cost

Amount (PhP)

F. Materials a. 100 mm thk CHB (Non-Load Bearing/Load b. Cement c. Sand d. Reinforcing Steel e. #16 Tie wire *Quantity derived from 10mm Ø. bars spaced by 0.4 m vertically and every 3 layers of CHB

G. H. I. J.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT)

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J) K. Total Unit Cost Note : 1. This cost sheet shall be used for Item Nos. 1046(1)a and 1046(2)a.

125

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1046

150mm CHB Non-LoadBearing/ Load Bearing (including Reinforcing Steel) 2 m 2 3.180 m

Designation

No. of Person/s

No. of Hour/s

1 2 4

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

3

1.00

Unit

Quantity

pcs bags cu.m. kgs kgs

13.00 1.500 0.04 3.24* 0.05

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. One-bagger mixer Minor Tools (10% of labor cost)

Sub - Total for B Total (A + B) 3.180 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification F. Materials a. 150 mm thk CHB (Load Bearing) b. Cement c. Sand d. Reinforcing Steel e. #16 Tie wire

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

*Quantity derived from 10mm Ø. bars spaced by 0.4 m vertically and every 3 layers of CHB

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. This cost sheet shall be used for Item Nos. 1046(1)b and 1046(2)b.

126

of G of G of (G + H + I) (G + H + I + J)

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1047(1)

Structural Steel Roof Framing l.s. l.s.

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor See derivations for Item Nos. 1047(2) - 1047(6)

Sub - Total for A Name and Capacity B. Equipment

See derivations for Item Nos. 1047(2) - 1047(6)

Sub - Total for B C. Total (A + B) D. Output per Hour = E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials See derivations for Item Nos. 1047(2) - 1047(6)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

127

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1047(2)a

Structural Steel Roof Framing kg 85.00 kg

Designation

No. of Person/s

No. of Hour/s

Fabrication a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

1 3 3

1.00 1.00 1.00

Erection a. Skilled Laborer b. Unskilled Laborer

4 4

0.49 0.49

No. of Unit/s

No. of Hour/s

1 1

0.75 0.25

Unit

Quantity

kg kg kg kg

1.00 0.011 0.022 0.020

Hourly Rate

Amount (PhP)

A. Labor

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Welding Machine b. Cutting Outfit Minor Tools (10 % of labor cost)

Lifting Equipment considered under support equipment Sub - Total for B C. Total (A + B) D. Output per Hour = 85.00 kg E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Structural Steel Framing including cross b. Acetylene c. Oxygen d. Welding Rod e. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

128

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1047(2)b

Structural Steel Roof Truss kg 85.00 kg

Designation

No. of Person/s

No. of Hour/s

Fabrication a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

1 3 3

1.00 1.00 1.00

Erection a. Skilled Laborer b. Unskilled Laborer

4 4

0.49 0.49

No. of Unit/s

No. of Hour/s

1 1 1

0.75 0.25 0.49

Unit

Quantity

kg kg kg kg

1.00 0.011 0.022 0.020

Hourly Rate

Amount (PhP)

A. Labor

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Welding Machine b. Cutting Outfit Lifting Equipment considered under support equipment Minor Tools (10 % of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 85.00 kg E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Structural Steel Truss b. Acetylene c. Oxygen d. Welding Rod e. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

129

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1047(2)c

Structural Steel Purlins kg 90.45 kg

Designation

No. of Person/s

No. of Hour/s

1 3 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

3

1.00

Unit

Quantity

kg kg

1.05 0.020

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Welding Machine Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 90.45 kg E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Structural Steel Purlins b. Welding Rod c. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

130

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1047(3)a

Metal Structure Accessories (Anchor Bolts) pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

0.10 0.10 0.10

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 90.45 kg E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Anchor Bolt

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

131

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1047(3)b

Metal Structure Accessories (Sagrods) pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

0.10 0.10 0.10

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Sagrod with nuts and bolts

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

132

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1047(3)c

Metal Structure Accessories (Turnbuckle) pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

0.15 0.15 0.15

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Standard Turnbuckle

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

133

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1047(3)d

Metal Structure Accessories (Crossbracing) pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

0.25 0.25 0.25

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cross Bracing b. Consumables (3% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

134

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1047(4)

Metal Structure Accessories (Crossbracing) kg 12.995 kg

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

kg

1.05

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 12.995 kg E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cross Bracing b. Consumables (3% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

135

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1047(5)

Metal Structure Accessories (Steel Plates) kg 12.995 kg

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

kg

1.05

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 12.995 kg E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Steel Plates b. Consumables (3% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

136

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1048(1)a

Carbon Fiber (1 layer) 2 m 2 1.20 m

Designation

No. of Person/s

No. of Hour/s

1

1.00

2 4

0.71 0.71

2 2

1.00 1.00

No. of Unit/s

No. of Hour/s

2 1 1 1 1 1 1 1

0.40 0.20 0.40 0.40 0.20 0.10 0.20 0.10

1 1

0.10 0.10

Unit

Quantity

gal gal sack pc pc

0.27 0.13 0.18 0.30 0.10

m2

1.05

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman Site Preparation b. Skilled Laborer c. Unskilled Laborer Application a. Skilled Laborer b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Surface Preparation a. Portable Grinder b. Jack Hammer c. Air Compressor c. Speed Ventilator d. Electric Drill e. Chipping Gun f. Paddle Mixer g. Generator Set (20KVA) Application a.Saturator Machine b. Generator Set (20 KVA)

Hourly Rate

Amount (PhP)

See latest ACEL rental rates.

Sub - Total for B Total (A + B) 1.20 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification

Unit Cost

Amount (PhP)

F. Materials Surface Preparation a. Clear Epoxy A b. Clear Epoxy B c. Kalcomine d. Cup Wheel e. Diamond Disk Application a. Carbon Fiber

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

137

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1048(2)

Glass Fiber 2 m 2 1.20 m

Designation

No. of Person/s

No. of Hour/s

1

1.00

2 4

0.71 0.71

2 2

1.00 1.00

No. of Unit/s

No. of Hour/s

2 1 1 1 1 1 1 1

0.40 0.20 0.40 0.40 0.20 0.10 0.20 0.10

1 1

0.10 0.10

Unit

Quantity

gal gal sack pc pc

0.27 0.13 0.18 0.30 0.10

m2

1.05

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman Site Preparation b. Skilled Laborer c. Unskilled Laborer Application a. Skilled Laborer b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Surface Preparation a. Portable Grinder b. Jack Hammer c. Air Compressor c. Speed Ventilator d. Electric Drill e. Chipping Gun f. Paddle Mixer g. Generator Set (20KVA) Application a.Saturator Machine b. Generator Set (20 KVA)

Hourly Rate

Amount (PhP)

See latest ACEL rental rates.

Sub - Total for B Total (A + B) 1.20 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Name and Specification

Unit Cost

Amount (PhP)

F. Materials Surface Preparation a. Clear Epoxy A b. Clear Epoxy B c. Kalcomine d. Cup Wheel e. Diamond Disk Application a. Glass Fiber

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

138

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1049(1)

Jet Grouting (0.80 m diameter) m 1.18 m

Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00

Name and Specification

Unit

Quantity

a. Portland Cement b. Additives c. Consumables (5% of Material Cost)

bags L

14.00 3.50

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

B. Equipment a. Jetting Machine b. Air Compressor 12 Bars/600 CFM c. Water Tank/Pump d. Agitator e. Generator/Power Supply f. High Pressure Pump

See latest ACEL rental rates.

Sub - Total for B Total (A + B) 1.20 m2 D. Output per Hour = E. Direct Unit Cost (C ÷ D) C.

Unit Cost

Amount (PhP)

F. Materials

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

139

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(4)a.1 Precast Concrete Piles, furnished (400mm x 400mm -type A) : m. : 2.50 m. Designation

No. of Person/s

No. of Hour/s

1 4 8

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1

0.05 0.10 0.28 0.28 0.28

Unit

Quantity

cu.m

0.168

kg. kg. bd.ft pc kg.

40.45 0.809 15.333 0.268 0.163

cu.m bd.ft cu.m

0.03 1.00 0.06

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Payloader (1.50 m3), LX80-2C b. Concrete Vibrator c. Plate Compactor (for Casting Bed) d. Bar Bender e. Bar Cutter Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.50 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

a. Ready Mix concrete, Class AA-27.60Mpa @ 28D* b. Reinforced Steel Bar, Grade 60 c. Tie Wire #16 (2% of RSB) d. Good Lumber - 4 uses e. Marine Plywood, 1/2" x 4' x 8' - 4 uses f. Assorted CWN (1kg./100bd.ft of Lumber) Casting Bed a. Ready Mix Concrete Class B b. Good Lumber c. Base Course

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Note: If no available Ready Mix Concrete at Project Site, derive the cost of concrete using the Batching Plant or One Bagger Mixer for small quantity

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

140

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(4)a.2 Precast Concrete Piles, furnished (400mm x 400mm -type B) : m. : 2.50 m. Designation

No. of Person/s

No. of Hour/s

1 4 8

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1

0.05 0.10 0.28 0.28 0.28

Unit

Quantity

a. Ready Mix concrete, Class AA-27.60Mpa @ 28D* b. Reinforced Steel Bar, Grade 60 c. Tie Wire #16 (2% of RSB) d. Good Lumber - 4 uses e. Marine Plywood, 1/2" x 4' x 8' - 4 uses f. Assorted CWN (1kg./100bd.ft of Lumber)

cu.m kg. kg. bd.ft pc kg.

0.168 48.69 0.974 15.333 0.268 0.163

Casting Bed a. Ready Mix Concrete Class B b. Good Lumber c. Base Course

cu.m bd.ft cu.m

0.03 1.00 0.06

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment 3

a. Payloader (1.50 m ), LX80-2C b. Concrete Vibrator c. Plate Compactor (for Casting Bed) d. Bar Bender e. Bar Cutter Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.50 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Note: If no available Ready Mix Concrete at Project Site, derive the cost of concrete using the Batching Plant or One Bagger Mixer for small quantity

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

141

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(4)b.1 Precast Concrete Piles, furnished (450mm x 450mm -type C) : m. : 2.30 m. Designation

No. of Person/s

No. of Hour/s

1 4 8

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1

0.05 0.10 0.27 0.27 0.27

Unit

Quantity

a. Ready Mix concrete, Class AA-27.60Mpa @ 28D* b. Reinforced Steel Bar, Grade 60 c. Tie Wire #16 (2% of RSB) d. Good Lumber - 4 uses e. Marine Plywood, 1/2" x 4' x 8' - 4 uses f. Assorted CWN (1kg./100bd.ft of Lumber)

cu.m kg. kg. bd.ft pc kg.

0.213 50.040 1.001 17.25 0.30 0.183

Casting Bed a. Ready Mix Concrete Class B b. Good Lumber c. Base Course

cu.m bd.ft cu.m

0.033 1.00 0.07

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment 3

a. Payloader (1.50 m ), LX80-2C b. Concrete Vibrator c. Plate Compactor (for Casting Bed) d. Bar Bender e. Bar Cutter Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.30 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Note: If no available Ready Mix Concrete at Project Site, derive the cost of concrete using the Batching Plant or One Bagger Mixer for small quantity

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

142

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(4)b.2 Precast Concrete Piles, furnished (450mm x 450mm -type D) : m. : 2.30 m. Designation

No. of Person/s

No. of Hour/s

1 4 8

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1

0.05 0.10 0.27 0.27 0.27

Unit

Quantity

a. Ready Mix concrete, Class AA-27.60Mpa @ 28D* b. Reinforced Steel Bar, Grade 60 c. Tie Wire #16 (2% of RSB) d. Good Lumber - 4 uses e. Marine Plywood, 1/2" x 4' x 8' - 4 uses f. Assorted CWN (1kg./100bd.ft of Lumber)

cu.m kg. kg. bd.ft pc kg.

0.213 62.46 1.249 17.25 0.30 0.183

Casting Bed a. Ready Mix Concrete Class B b. Good Lumber c. Base Course

cu.m bd.ft cu.m

0.033 1.00 0.07

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment 3

a. Payloader (1.50 m ), LX80-2C b. Concrete Vibrator c. Plate Compactor (for Casting Bed) d. Bar Bender e. Bar Cutter Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.30 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Note: If no available Ready Mix Concrete at Project Site, derive the cost of concrete using the Batching Plant or One Bagger Mixer for small quantity

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

143

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(5)a

Precast, Prestressed Concrete Piles, furnished (400 mm x 400 mm) m. 48.00 m.

Designation

No. of Person/s

No. of Hour/s

1 2 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1

1.00

Unit

Quantity

m

1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 48.00 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Precast, Prestressed Concrete Piles (delivered at site) Miscellaneous (2% of material cost)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

144

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(5)b

Precast, Prestressed Concrete Piles, furnished (450 mm x 450 mm) m. 48.00 m.

Designation

No. of Person/s

No. of Hour/s

1 2 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1

1.00

Unit

Quantity

m

1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 48.00 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Precast, Prestressed Concrete Piles (delivered at site) Miscellaneous (2% of material cost)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

145

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(6)

Structural Steel Sheet Piles, furnished m. 72.00 m.

Designation

No. of Person/s

No. of Hour/s

1 2 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1

1.00

Unit

Quantity

kg.

48.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 72.00 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Steel Sheet Pile KSP II (delivered at site) Miscellaneous (2% of material cost)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

146

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(7)a

Precast Concrete Sheet Piles, furnished (0.50 m x 0.35 m) m. 1.90 m.

Designation

No. of Person/s

No. of Hour/s

1 4 8

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1 1 1

0.03 0.25 0.25 0.03 0.15 0.15 0.03

Unit

Quantity

41.64 1.66

c. Sand

kg. bag m3

d. Gravel e. Plywood, 1/2" x 4' x 8' - 4 uses f. Good Lumber - 4 uses g. #16 GI Tie Wire (2% of RSB) h. Assorted CWN (1 kg/100 bd-ft of Lumber)

m3 pc bd-ft kg kg

0.18 0.24 12.40 0.83 0.12

bag m3

0.296

m3 bd.ft m3

0.037 1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Payloader (1.50 m3), LX80-2C b. One Bagger Mixer c. Concrete Vibrator d. Water Truck/Pump (16000 L) e. Bar Cutter f. Bar Bender g. Plate Compactor (5 hp), for Casting Bed Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.90 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Reinforcing Steel Bar b. Cement

Casting Bed a. Cement b. Sand c. Gravel d. Good Lumber - 4 uses e. Base Course G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

0.09

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

0.019

0.08

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

147

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(7)b

Precast Concrete Sheet Piles, furnished (0.50 m x 0.35 m), (Ready Mix Concrete) m. 2.30 m.

Designation

No. of Person/s

No. of Hour/s

1 4 8

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1

0.03 0.10 0.03 0.22 0.22

Unit

Quantity

kg. m3 pc bd-ft kg kg

41.64

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment 3

a. Payloader (1.50 m ), LX80-2C b. Concrete Vibrator c. Plate Compactor (5 hp), for Casting Bed d. Bar Cutter e. Bar Bender Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.30 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Reinforcing Steel Bar b. Ready Mix Concrete, fc'=27.60 Mpa c. Plywood, 1/2" x 4' x 8' - 4 uses f. Good Lumber - 4 uses g. #16 GI Tie Wire (2% of RSB) h. Assorted CWN (1 kg/100 bd-ft of Lumber)

0.18 0.24 12.40 0.83 0.12

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Casting Bed a. Ready Mix Concrete, Class B d. Good Lumber - 4 uses e. Base Course

3

m bd-ft m3

0.037 1.00 0.08

Note:

If no available Ready Mix Concrete at Project Site, derive the cost of concrete using the Batching Plant or One Bagger Mixer for small quantity

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

148

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(11)

Steel Pipe Piles, furnished and driven m. 3.00 m.

Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1

0.58 0.25 0.13 0.08 0.08

Unit

Quantity

m

1.00

kg set m bd-ft kg

0.048 0.019 1.00 16.00 0.16

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Welding Machine (500 A), Gas/Diesel Driven e. Cutting Outfit Minor Tools (5% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 3.00 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Tubular Pile (0.40 m Ø x 9.50 mm thk) (delivered at site) b. Welding Rod (1 kg/2000 kg of Steel) c. Oxygen/Acetylene (1 set/5000 kg of Steel) d. Coco Log - 2 uses e. Good Lumber (Falsework) - 4 uses f. Nail/Spike (1 kg/100 bd-ft of Lumber) Miscellaneous (2% of Materials Cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

Note: Assumed weight of Tubular Pipe Pile is 95.93 kg/m

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

149

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(12)

Structural Steel Sheet Piles, driven m. 10.00 m.

Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1

1.00 1.00 1.00 1.00 0.50

Unit

Quantity

kg set m bd-ft kg

0.024 0.0096 0.18 1.55 0.02

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Welding Machine (500 A), Gas/Diesel Driven e. Cutting Outfit Minor Tools (5% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 10.00 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Welding Rod (1 kg/2000 kg of Steel) b. Oxygen/Acetylene (1 set/5000 kg of Steel) c. Coco Log - 2 uses d. Good Lumber - 4 uses e. Assorted CWN (1 kg/100 bd-ft of Lumber) Miscellaneous (2% of Materials Cost)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

150

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(13)

Precast Concrete Sheet Piles, driven m. 2.80 m.

Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 2 1

0.56 0.31 0.31 0.19 0.19

Unit

Quantity

m bd-ft kg kg

0.71 6.19 0.06 0.06

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Jack Hammer e. Air Compressor (356 - 450 cfm) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.80 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Coco Log - 2 uses b. Good Lumber - 4 uses c. Nail/Spike (1 kg/100 bd-ft of Lumber) d. Assorted CWN (1 kg/100 bd-ft of Lumber) Miscellaneous (2% of Materials Cost)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

151

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(14)a Precast Concrete Piles, driven (soft strata) : m. : 2.40 m. Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 2 1

0.53 0.27 0.13 0.20 0.20 0.20

Unit

Quantity

m bd-ft kg kg

1.00 16.00 0.16 0.01

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Cutting Outfit e. Jack Hammer f. Air Compressor (356 - 450 cfm) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.40 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Coco Log - 2 uses b. Good Lumber - 4 uses c. Nail/Spike (1 kg/100 bd-ft of Lumber) d. Oxygen/Acetylene Miscellaneous (2% of Materials Cost)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

152

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(14)b Precast Concrete Piles, driven (hard strata) : m. : 1.95 m. Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 2 1

0.62 0.41 0.11 0.16 0.16 0.16

Unit

Quantity

m bd-ft kg set

1.00 16.00 0.16 0.01

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Cutting Outfit e. Jack Hammer f. Air Compressor (356 - 450 cfm) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.95 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Coco Log - 2 uses b. Good Lumber - 4 uses c. Nail/Spike (1 kg/100 bd-ft of Lumber) d. Oxygen/Acetylene Miscellaneous (2% of Materials Cost)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

153

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(15)a Precast, Prestressed Concrete Piles, driven (soft strata) : m. : 2.40 m. Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 2 1

0.53 0.27 0.13 0.20 0.20 0.20

Unit

Quantity

m bd-ft kg set

1.00 16.00 0.16 0.01

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Cutting Outfit e. Jack Hammer f. Air Compressor (356 - 450 cfm) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.40 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Coco Log - 2 uses b. Good Lumber (Falsework) - 4 uses c. Nail/Spike (1 kg/100 bd-ft of Lumber) d. Oxygen/Acetylene Miscellaneous (2% of Materials Cost)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

154

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(15)b Precast, Prestressed Concrete Piles, driven (hard strata) : m. : 1.95 m. Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 2 1

0.62 0.41 0.11 0.16 0.16 0.16

Unit

Quantity

m bd-ft kg set

1.00 16.00 0.16 0.01

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Cutting Outfit e. Jack Hammer f. Air Compressor (356 - 450 cfm) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.95 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Coco Log - 2 uses b. Good Lumber (Falsework) - 4 uses c. Nail/Spike (1 kg/100 bd-ft of Lumber) d. Oxygen/Acetylene Miscellaneous (2% of Materials Cost)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

155

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(16)a Test Piles, furnished and driven (type A, B, C or D), soft strata : m. : 2.40 m. Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 2 1

0.53 0.27 0.13 0.20 0.20 0.20

Unit

Quantity

m bd-ft kg set m

2.00 16.00 0.16 0.01 1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Cutting Outfit e. Jack Hammer f. Air Compressor (356 - 450 cfm) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.40 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Coco Log - 2 uses b. Good Lumber (Falsework) - 4 uses c. Nail/Spike (1 kg/100 bd-ft of Lumber) d. Oxygen/Acetylene e. Fabricated RC Pile (delivered at site)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Note: The unit cost of Fabricated RC Pile is dependent on its type. Please refer to the Direct Cost of Item 1052(7)a

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

156

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(16)b Test Piles, furnished and driven (type A, B, C or D), hard strata : m. : 1.95 m. Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 2 1

0.62 0.41 0.11 0.16 0.16 0.16

Unit

Quantity

m bd-ft kg set m

2.00 16.00 0.16 0.01 1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Cutting Outfit e. Jack Hammer f. Air Compressor (356 - 450 cfm) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.95 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Coco Log - 2 uses b. Good Lumber (Falsework) - 4 uses c. Nail/Spike (1 kg/100 bd-ft of Lumber) d. Oxygen/Acetylene e. Fabricated RC Pile (delivered at site)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Note: The unit cost of Fabricated RC Pile is dependent on its type. Please refer to the Direct Cost of Item 1052(7)a

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

157

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(17)a Concrete Piles cast in Drilled Holes, 0.80 m. Ø, fc' = 28 MPa (ordinary soil condition) : m : 1.58 m. Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

9.00 17.00

0.50 0.50

No. of Unit/s

No. of Hour/s

1 1 1

0.26 0.95 0.95

1

0.95

1 1 1 1 1 1 1 1 1 1 1 1 2 1 1

0.95 0.95 0.50 0.50 0.74 0.74 0.50 0.50 0.71 0.71 0.24 0.24 0.05 0.05 0.95

Unit

Quantity

cu.m. kg. kg. set kg.

0.55 205.00 4.10 0.041 0.10

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drilling Rig (300 hp) b. Crawler Crane (41 - 45 mt) c. Crawler Crane (21 - 25 mt) 3 d. Dump Truck (12 yd ) 3

e. Payloader (1.50 m ), LX80-2C f. Generator Set (300 KW) g. Bentonite Bin h. Bentonite Mixer i . Water Pump, 100 mm suction Ø (7.5 hp) j. Water Truck (16000 L) k. Bar Cutter l. Bar Bender m. Welding Machine (500A), Electric Driven n. Cutting Outfit o. Tremie Pipe Set p. SPT & Desanding Machine q. Portable Breaker, BHF30S r. Air Compressor, Portable (126 - 160 cfm) s. Lighting System/Tower Lights Minor Tools (10% of Labor) Sub - Total for B C. Total (A + B) D. Output per Hour = 1.58 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix Concrete, fc' = 28 Mpa @ 28 D b. Reinforcing Steel Bar * c. Tire Wire (2% of RSB) d. Oxygen/Acetylene (1 set/5000 kg. of RSB) e. Welding Rod (1 kg./2000 kg. of RSB) Miscellaneous (3% of Materials, Bentonite and etc.)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

* Its quantity is variable depending on the actual design

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

158

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(17)b Concrete Piles cast in Drilled Holes, 1.00 m. Ø, fc' = 28 MPa (ordinary soil condition) : m : 1.33 m. Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

9 16

0.56 0.56

No. of Unit/s

No. of Hour/s

1 1 1

0.31 0.96 0.96

1

0.96

1 1 1 1 1 1 1 1 1 1 1 1 2 1 1

0.96 0.96 0.53 0.53 0.78 0.78 0.56 0.56 0.73 0.73 0.22 0.24 0.04 0.04 0.96

Unit

Quantity

cu.m. kg. kg. set kg.

0.86 253.59 5.07 0.051 0.13

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drilling Rig (300 hp) b. Crawler Crane (41 - 45 mt) c. Crawler Crane (21 - 25 mt) 3 d. Dump Truck (12 yd ) 3

e. Payloader (1.50 m ), LX80-2C f. Generator Set (300 KW) g. Bentonite Bin h. Bentonite Mixer i . Water Pump, 100 mm suction Ø (7.5 hp) j. Water Truck (16000 L) k. Bar Cutter l. Bar Bender m. Welding Machine (500A), Electric Driven n. Cutting Outfit o. Tremie Pipe Set p. SPT & Desanding Machine q. Portable Breaker, BHF30S r. Air Compressor, Portable (126 - 160 cfm) s. Lighting System/Tower Lights Minor Tools (10% of Labor) Sub - Total for B C. Total (A + B) D. Output per Hour = 1.33 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix Concrete, fc' = 28 Mpa @ 28 D b. Reinforcing Steel Bar * c. Tire Wire (2% of RSB) d. Oxygen/Acetylene (1 set/5000 kg. of RSB) e. Welding Rod (1 kg./2000 kg. of RSB) Miscellaneous (3% of Materials, Bentonite and etc.)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

* Its quantity is variable depending on the actual design

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

159

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(17)c Concrete Piles cast in Drilled Holes, 1.20 m. Ø, fc' = 28 MPa (ordinary soil condition) : m : 1.09 m. Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

8 15

0.60 0.60

No. of Unit/s

No. of Hour/s

1 1 1

0.35 0.96 0.96

1

0.96

1 1 1 1 1 1 1 1 1 1 1 1 2 1 1

0.96 0.96 0.56 0.56 0.82 0.82 0.60 0.60 0.75 0.75 0.22 0.25 0.04 0.04 0.96

Unit

Quantity

cu.m. kg. kg. set kg.

1.24 304.30 6.09 0.06 0.15

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drilling Rig (300 hp) b. Crawler Crane (41 - 45 mt) c. Crawler Crane (21 - 25 mt) 3 d. Dump Truck (12 yd ) 3

e. Payloader (1.50 m ), LX80-2C f. Generator Set (300 KW) g. Bentonite Bin h. Bentonite Mixer i . Water Pump, 100 mm suction Ø (7.5 hp) j. Water Truck/Pump (16000 L) k. Bar Cutter l. Bar Bender m. Welding Machine (500 A), Electric Driven n. Cutting Outfit o. Tremie Pipe Set p. SPT & Desanding Machine q. Portable Breaker, BHF30S r. Air Compressor, Portable (126- 160 cfm) s. Lighting System/Tower Lights Minor Tools (10% of Labor) Sub - Total for B C. Total (A + B) D. Output per Hour = 1.09 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix Concrete, fc' = 28 Mpa @ 28 D b. Reinforcing Steel Bar * c. Tire Wire (2% of RSB) d. Oxygen/Acetylene (1 set/5000 kg. of RSB) e. Welding Rod (1 kg./2000 kg. of RSB) Miscellaneous (3% of Materials, Bentonite and etc.)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

* Its quantity is variable depending on the actual design

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

160

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(17)d Concrete Piles cast in Drilled Holes, 1.50 m. Ø, fc' = 28 MPa (ordinary soil condition) : m : 0.81 m. Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

7 13

0.65 0.65

No. of Unit/s

No. of Hour/s

1 1 1

0.39 0.97 0.97

1

0.97

1 1 1 1 1 1 1 1 1 1 1 1 2 1 1

0.97 0.97 0.61 0.61 0.86 0.86 0.65 0.65 0.76 0.76 0.22 0.26 0.03 0.03 0.97

Unit

Quantity

cu.m. kg. kg. set kg.

1.94 387.77 7.76 0.08 0.19

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drilling Rig (300 hp) b. Crawler Crane (41 - 45 mt) c. Crawler Crane (21 - 25 mt) 3 d. Dump Truck (12 yd ) 3

e. Payloader (1.50 m ), LX80-2C f. Generator Set (300 KW) g. Bentonite Bin h. Bentonite Mixer i . Water Pump, 100 mm suction Ø (7.5 hp) j. Water Truck/Pump (16000 L) k. Bar Cutter l. Bar Bender m. Welding Machine (500 A), Electric Driven n. Cutting Outfit o. Tremie Pipe Set p. SPT & Desanding Machine q. Portable Breaker, BHF30S r. Air Compressor, Portable (126- 160 cfm) s. Lighting System/Tower Lights Minor Tools (10% of Labor) Sub - Total for B C. Total (A + B) D. Output per Hour = 0.81 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix Concrete, fc' = 28 Mpa @ 28 D b. Reinforcing Steel Bar * c. Tire Wire (2% of RSB) d. Oxygen/Acetylene (1 set/5000 kg. of RSB) e. Welding Rod (1 kg./2000 kg. of RSB) Miscellaneous (3% of Materials, Bentonite and etc.)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

* Its quantity is variable depending on the actual design

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

161

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(17)e Concrete Piles cast in Drilled Holes, 1.80 m. Ø, fc' = 28 MPa (ordinary soil condition) : m : 0.62 m. Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

6 11

0.68 0.68

No. of Unit/s

No. of Hour/s

1 1 1

0.42 0.98 0.98

1

0.98

1 1 1 1 1 1 1 1 1 1 1 1 2 1 1

0.98 0.98 0.64 0.64 0.90 0.90 0.68 0.68 0.76 0.76 0.22 0.26 0.02 0.02 0.98

Unit

Quantity

cu.m. kg. kg. set kg.

2.80 451.98 9.04 0.09 0.23

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drilling Rig (300 hp) b. Crawler Crane (41 - 45 mt) c. Crawler Crane (21 - 25 mt) 3 d. Dump Truck (12 yd ) 3

e. Payloader (1.50 m ), LX80-2C f. Generator Set (300 KW) g. Bentonite Bin h. Bentonite Mixer i . Water Pump, 100 mm suction Ø (7.5 hp) j. Water Truck/Pump (16000 L) k. Bar Cutter l. Bar Bender m. Welding Machine (500 A), Electric Driven n. Cutting Outfit o. Tremie Pipe Set p. SPT & Desanding Machine q. Portable Breaker, BHF30S r. Air Compressor, Portable (126- 160 cfm) s. Lighting System/Tower Lights Minor Tools (10% of Labor) Sub - Total for B C. Total (A + B) D. Output per Hour = 0.62 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix Concrete, fc' = 28 Mpa @ 28 D b. Reinforcing Steel Bar * c. Tire Wire (2% of RSB) d. Oxygen/Acetylene (1 set/5000 kg. of RSB) e. Welding Rod (1 kg./2000 kg. of RSB) Miscellaneous (3% of Materials, Bentonite and etc.)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

* Its quantity is variable depending on the actual design

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

162

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(17)f Concrete Piles cast in Drilled Holes, 2.00 m. Ø, fc' = 28 MPa (ordinary soil condition) m 0.53 m.

Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

5 10

0.70 0.70

No. of Unit/s

No. of Hour/s

1 1 1

0.44 0.98 0.98

1

0.98

1 1 1 1 1 1 1 1 1 1 1 1 2 1 1

0.98 0.98 0.65 0.65 0.91 0.91 0.70 0.70 0.77 0.77 0.21 0.26 0.02 0.02 0.98

Unit

Quantity

cu.m. kg. kg. set kg.

3.46 490.33 9.81 0.098 0.25

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drilling Rig (300 hp) b. Crawler Crane (41 - 45 mt) c. Crawler Crane (21 - 25 mt) 3 d. Dump Truck (12 yd ) 3

e. Payloader (1.50 m ), LX80-2C f. Generator Set (300 KW) g. Bentonite Bin h. Bentonite Mixer i . Water Pump, 100 mm suction Ø (7.5 hp) j. Water Truck/Pump (16000 L) k. Bar Cutter l. Bar Bender m. Welding Machine (500 A), Electric Driven n. Cutting Outfit o. Tremie Pipe Set p. SPT & Desanding Machine q. Portable Breaker, BHF30S r. Air Compressor, Portable (126- 160 cfm) s. Lighting System/Tower Lights Minor Tools (10% of Labor) Sub - Total for B C. Total (A + B) D. Output per Hour = 0.53 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix Concrete, fc' = 28 Mpa @ 28 D b. Reinforcing Steel Bar * c. Tire Wire (2% of RSB) d. Oxygen/Acetylene (1 set/5000 kg. of RSB) e. Welding Rod (1 kg./2000 kg. of RSB) Miscellaneous (3% of Materials, Bentonite and etc.)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

* Its quantity is variable depending on the actual design

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

163

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(18)a Concrete Piles cast in Steel Shells, furnished and driven : m : 1.80 m. Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1 1 1 1 1 1 1

0.39 0.15 0.07 0.12 0.12 0.05 0.05 0.17 0.04 0.04 0.17

Name and Specification

Unit

Quantity

a. Tubular Pile (0.40 m Ø x 9.50 mm thk)* b. Reinforcing Steel Bar c. Cement d. Sand e. Gravel f. #16 Tie Wire (2% of RSB) g. Welding Rod (1 kg/2000 kg of Steel) h. Oxy/Acetylene (1 kg/5000 kg of Steel) i. Coco Log- 2 uses j. Good Lumber (Falsework)- 4 uses k. Nail/Spike (1 kg/100 bd-ft of Lumber) Miscellaneous (2% of Materials Cost)

m. kg. bag m³ m³ kg. kg. set m. bd-ft kg.

1.00 29.547 1.194 0.063 0.126 0.591 0.063 0.025 1.00 16.00 0.16

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Bar Cutter e. Bar Bender f. Welding Machine (500A), Gas/Diesel Driven g. Cutting Outfit h. One Bagger Mixer i. Water Truck/Pump (16000L) j. Concrete Vibrator k. Tremie Pipe Set Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.80 m. E. Direct Unit Cost (C ÷ D)

F. Materials Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Note: Assumed weight of Tubular Pipe Pile is 95.93 kg/m.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

164

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(18)b Concrete Piles cast in Steel Shells, furnished and driven (Ready Mix Concrete) : m : 2.00 m. Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1 1 1 1 1

0.45 0.17 0.08 0.14 0.14 0.06 0.06 0.01 0.05

Name and Specification

Unit

Quantity

a. Tubular Pile (0.40 m Ø x 9.50 mm thk)* b. Reinforcing Steel Bar c. Ready Mix Concrete fc'=20.7 MPa d. #16 Tie Wire (2% of RSB) e. Welding Rod (1 kg/2000 kg of Steel) f. Oxy/Acetylene (1 kg/5000 kg of Steel) g. Coco Log- 2 uses h. Good Lumber (Falsework)- 4 uses i. Nail/Spike (1 kg/100 bd-ft of Lumber) Miscellaneous (2% of Materials Cost)

m. kg. m³ kg. kg. set m bd-ft kg.

1.00 29.547 0.132 0.591 0.063 0.025 1.00 16.00 0.16

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Bar Cutter e. Bar Bender f. Welding Machine (500A), Gas/Diesel Driven g. Cutting Outfit h. Concrete Vibrator i. Tremie Pipe Set Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.00 m. E. Direct Unit Cost (C ÷ D)

F. Materials Prices of materials are variable per Region/ District based on the prevailing unit Region/ prices in Prices of materials are variable per the locality which include payment local in District based on the prevailing unitofprices taxes and hauling cost to payment the project the locality which include of site. local Refer to the Construction Material Price taxes and hauling cost to the project site.Data established quarterly by Central Price Monitoring Committee.

Note: Assumed weight of Tubular Pipe Pile is 95.93 kg/m.

If no available Ready Mix Concrete at Project Site, derive the cost of concrete using the Batching Plant or One Bagger Mixer for small quantity.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

165

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(19)a Concrete Piles cast in Steel Pipes, furnished and driven : m : 2.40 m. Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1 1 1 1 1 1 1

0.39 0.15 0.07 0.12 0.12 0.05 0.05 0.17 0.04 0.04 0.17

Name and Specification

Unit

Quantity

a. Tubular Pile (0.40 m Ø x 9.50 mm thk)* b. Reinforcing Steel Bar c. Cement d. Sand e. Gravel f. #16 Tie Wire (2% of RSB) g. Welding Rod (1 kg/2000 kg of Steel) h. Oxy/Acetylene (1 kg/5000 kg of Steel) i. Coco Log- 2 uses j. Good Lumber (Falsework)- 4 uses k. Nail/Spike (1 kg/100 bd-ft of Lumber) Miscellaneous (2% of Materials Cost)

m. kg. bag m³ m³ kg. kg. set m bd-ft kg.

1.00 29.547 1.194 0.063 0.126 0.591 0.063 0.025 1.00 16.00 0.16

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Bar Cutter e. Bar Bender f. Welding Machine (500A), Gas/Diesel Driven g. Cutting Outfit h. One Bagger Mixer i. Water Truck/Pump (16000L) j. Concrete Vibrator k. Tremie Pipe Set Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.40 m. E. Direct Unit Cost (C ÷ D)

F. Materials Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Note: Assumed weight of Tubular Pipe Pile is 95.93 kg/m.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

166

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(19)b Concrete Piles cast in Steel Pipes, furnished and driven (Ready Mix Concrete) : m : 2.00 m. Designation

No. of Person/s

No. of Hour/s

1 6 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1 1 1 1 1 1

0.45 0.17 0.08 0.14 0.14 0.06 0.06 0.01 0.05

Name and Specification

Unit

Quantity

a. Tubular Pile (0.40 m Ø x 9.50 mm thk)* b. Reinforcing Steel Bar c. Ready Mix Concrete fc'=20.7 MPa d. #16 Tie Wire (2% of RSB) e. Welding Rod (1 kg/2000 kg of Steel) f. Oxy/Acetylene (1 kg/5000 kg of Steel) g. Coco Log- 2 uses h. Good Lumber (Falsework)- 4 uses i. Nail/Spike (1 kg/100 bd-ft of Lumber) Miscellaneous (2% of Materials Cost)

m. kg. m³ kg. kg. set m bd-ft kg.

1.00 29.547 0.132 0.591 0.063 0.025 1.00 16.00 0.16

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. Drop Hammer d. Bar Cutter e. Bar Bender f. Welding Machine (500A), Gas/Diesel Driven g. Cutting Outfit h. Concrete Vibrator i. Tremie Pipe Set Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.00 m. E. Direct Unit Cost (C ÷ D)

F. Materials Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Note:

Assumed weight of Tubular Pipe Pile is 95.93 kg/m. If no available Ready Mix Concrete at Project Site, derive the cost of concrete using the Batching Plant or One Bagger Mixer for small quantity

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

167

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(20)

Pile Shoes ea 4.00 ea

Designation

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1

1.00 0.25 0.25

Unit

Quantity

kg. kg. kg.

23.86 6.00 0.015

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Welding Machine (500A), Electric Driven b. Bar Cutter c. Bar Bender

Sub - Total for B C. Total (A + B) D. Output per Hour = 4.00 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Reinforcing Steel Bar, Grade 40 b. Steel Plate (100+100) x 300 mm, 12 mm thk c. Welding Rod ( 1 kg/2000 kg of Steel)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit Region/ prices in Prices of materials are variable per the locality which include payment local in District based on the prevailing unitofprices taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

168

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(23)a Bored Piles, 0.80 m. Ø (ordinary soil condition) : m : 1.58 m. Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

9.00 17.00

0.50 0.50

No. of Unit/s

No. of Hour/s

1 1 1

0.26 0.95 0.95

1

0.95

1 1 1 1 1 1 1 1 1 1 1 1 2 1 1

0.95 0.95 0.50 0.50 0.74 0.74 0.50 0.50 0.71 0.71 0.24 0.24 0.05 0.05 0.95

Unit

Quantity

cu.m. kg. kg. set kg.

0.55 205.00 4.10 0.041 0.10

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drilling Rig (300 hp) b. Crawler Crane (41 - 45 mt) c. Crawler Crane (21 - 25 mt) 3 d. Dump Truck (12 yd ) 3

e. Payloader (1.50 m ), LX80-2C f. Generator Set (300 KW) g. Bentonite Bin h. Bentonite Mixer i . Water Pump, 100 mm suction Ø (7.5 hp) j. Water Truck (16000 L) k. Bar Cutter l. Bar Bender m. Welding Machine (500A), Electric Driven n. Cutting Outfit o. Tremie Pipe Set p. SPT & Desanding Machine q. Portable Breaker, BHF30S r. Air Compressor, Portable (126 - 160 cfm) s. Lighting System/Tower Lights Minor Tools (10% of Labor) Sub - Total for B C. Total (A + B) D. Output per Hour = 1.58 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix Concrete, fc' = 28 Mpa @ 28 D b. Reinforcing Steel Bar * c. Tire Wire (2% of RSB) d. Oxygen/Acetylene (1 set/5000 kg. of RSB) e. Welding Rod (1 kg./2000 kg. of RSB) Miscellaneous (3% of Materials, Bentonite and etc.)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

* Its quantity is variable depending on the actual design

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

169

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(23)b Bored Piles, 1.00 m. Ø (ordinary soil condition) : m : 1.33 m. Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

9 16

0.56 0.56

No. of Unit/s

No. of Hour/s

1 1 1

0.31 0.96 0.96

1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1

0.96 0.96 0.96 0.53 0.53 0.78 0.78 0.56 0.56 0.73 0.73 0.22 0.24 0.04 0.04 0.96

Unit

Quantity

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drilling Rig (300 hp) b. Crawler Crane (41- 45 mt) c. Crawler Crane (21- 25 mt) 3 d. Dump Truck (12yd ) e. Payloader (1.50 m3), LX80-2C f. Generator Set (300 KW) g. Bentonite Bin h. Bentonite Mixer i . Water Pump, 100 mm suction Ø (7.5 hp) j. Water Truck/Pump (16000L) k. Bar Cutter l. Bar Bender m. Welding Machine (500 A), Electric Driven n. Cutting Outfit o. Tremie Pipe Set p. SPT & Desanding Machine q. Portable Breaker, BHF30S r. Air Compressor, Portable (126- 160 cfm) s. Lighting System/Tower Lights Minor Tools (10% of Labor) Sub - Total for B C. Total (A + B) D. Output per Hour = 1.33 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix Concrete, fc' = 28 Mpa b. Reinforcing Steel Bar * c. Tire Wire (2% of RSB) d. Oxygen/Acetylene (1 set/5000 kg. of RSB) e. Welding Rod (1 kg./2000 kg. of RSB) Miscellaneous (3% of Materials, Bentonite and etc.)

3

m kg. kg. set kg.

0.86 253.59 5.07 0.051 0.13

Prices of materials are variable per Region/ Prices materials areprevailing variable per Districtofbased on the unit Region/ prices in District based on the prevailing unitofprices the locality which include payment local in the locality which include payment of local taxes and hauling cost to the project site. taxes hauling cost to the project site.Data Refer and to the Construction Material Price Refer to the quarterly Construction Material Price Data established by Central Price established quarterly by Central Price Monitoring Committee. Monitoring Committee

* Its quantity is variable depending on the actual design

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

170

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(23)c Bored Piles, 1.20 m. Ø (ordinary soil condition) : m : 1.09 m. Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

8 15

0.60 0.60

No. of Unit/s

No. of Hour/s

1 1 1

0.35 0.96 0.96

1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1

0.96 0.96 0.96 0.56 0.56 0.82 0.82 0.60 0.60 0.75 0.75 0.22 0.25 0.04 0.04 0.96

Unit

Quantity

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drilling Rig (300 hp) b. Crawler Crane (41- 45 mt) c. Crawler Crane (21- 25 mt) 3 d. Dump Truck (12yd ) e. Payloader (1.50 m3), LX80-2C f. Generator Set (300 KW) g. Bentonite Bin h. Bentonite Mixer i . Water Pump, 100 mm suction Ø (7.5 hp) j. Water Truck/Pump (16000L) k. Bar Cutter l. Bar Bender m. Welding Machine (500 A), Electric Driven n. Cutting Outfit o. Tremie Pipe Set p. SPT & Desanding Machine q. Portable Breaker, BHF30S r. Air Compressor, Portable (126- 160 cfm) s. Lighting System/Tower Lights Minor Tools (10% of Labor) Sub - Total for B C. Total (A + B) D. Output per Hour = 1.09 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix Concrete, fc' = 28 Mpa b. Reinforcing Steel Bar * c. Tire Wire (2% of RSB) d. Oxygen/Acetylene (1 set/5000 kg. of RSB) e. Welding Rod (1 kg./2000 kg. of RSB) Miscellaneous (3% of Materials, Bentonite and etc.)

3

m kg. kg. set kg.

1.24 304.30 6.09 0.061 0.15

Prices of materials are variable per Region/ Prices materials areprevailing variable per Districtofbased on the unit Region/ prices in District based on the prevailing unitofprices the locality which include payment local in the locality which include of site. local taxes and hauling cost to payment the project taxes hauling cost to the project site.Data Refer and to the Construction Material Price Refer to the quarterly Construction Material Price Data established by Central Price established quarterly by Central Price Monitoring Committee. Monitoring Committee

* Its quantity is variable depending on the actual design

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

171

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(23)d Bored Piles, 1.50 m. Ø (ordinary soil condition) : m : 0.81 m. Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

7 13

0.65 0.65

No. of Unit/s

No. of Hour/s

1 1 1

0.39 0.97 0.97

1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1

0.97 0.97 0.97 0.61 0.61 0.86 0.86 0.65 0.65 0.76 0.76 0.22 0.26 0.03 0.03 0.97

Unit

Quantity

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drilling Rig (300 hp) b. Crawler Crane (41- 45 mt) c. Crawler Crane (21- 25 mt) 3 d. Dump Truck (12yd ) e. Payloader (1.50 m3), LX80-2C f. Generator Set (300 KW) g. Bentonite Bin h. Bentonite Mixer i . Water Pump, 100 mm suction Ø (7.5 hp) j. Water Truck/Pump (16000L) k. Bar Cutter l. Bar Bender m. Welding Machine (500 A), Electric Driven n. Cutting Outfit o. Tremie Pipe Set p. SPT & Desanding Machine q. Portable Breaker, BHF30S r. Air Compressor, Portable (126- 160 cfm) s. Lighting System/Tower Lights Minor Tools (10% of Labor) Sub - Total for B C. Total (A + B) D. Output per Hour = 0.81 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix Concrete, fc' = 28 Mpa b. Reinforcing Steel Bar * c. Tire Wire (2% of RSB) d. Oxygen/Acetylene (1 set/5000 kg. of RSB) e. Welding Rod (1 kg./2000 kg. of RSB) Miscellaneous (3% of Materials, Bentonite and etc.)

3

m kg. kg. set kg.

1.94 387.77 7.76 0.078 0.19

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

* Its quantity is variable depending on the actual design

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

172

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(23)e Bored Piles, 1.80 m. Ø (ordinary soil condition) : m : 0.62 m. Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

7 12

0.68 0.68

No. of Unit/s

No. of Hour/s

1 1 1

0.42 0.98 0.98

1

0.98

1 1 1 1 1 1 1 1 1 1 1 1 2 1 1

0.98 0.98 0.64 0.64 0.90 0.90 0.68 0.68 0.76 0.76 0.22 0.26 0.02 0.02 0.98

Unit

Quantity

m3 kg. kg. set kg.

2.80 451.98 9.04 0.090 0.23

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drilling Rig (300 hp) b. Crawler Crane (41- 45 mt) c. Crawler Crane (21- 25 mt) 3 d. Dump Truck (12 yd ) 3

e. Payloader (1.50 m ), LX80-2C f. Generator Set (300 KW) g. Bentonite Bin h. Bentonite Mixer i . Water Pump, 100 mm suction Ø (7.5 hp) j. Water Truck/Pump (16000L) k. Bar Cutter l. Bar Bender m. Welding Machine (500 A), Electric Driven n. Cutting Outfit o. Tremie Pipe Set p. SPT & Desanding Machine q. Portable Breaker r. Air Compressor, Portable (126- 160 cfm) s. Lighting System/Tower Lights Minor Tools (10% of labor cost) Sub - Total for B C. Total (A + B) D. Output per Hour = 0.62 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix Concrete, fc' = 28 Mpa b. Reinforcing Steel Bar * c. Tire Wire (2% of RSB) d. Oxygen/Acetylene (1 set/5000 kg. of RSB) e. Welding Rod (1 kg./2000 kg. of RSB) Miscellaneous (3% of Materials, Bentonite and etc.)

Prices of materials are variable per Region/ District based on the prevailing unit Region/ prices in Prices of materials are variable per the locality which include payment local in District based on the prevailing unitofprices taxes and hauling cost to payment the project the locality which include of site. local Refer to the Construction Material Price taxes and hauling cost to the project site.Data established by Central Price Refer to the quarterly Construction Material Price Data Monitoring establishedCommittee. quarterly by Central Price Monitoring Committee

* Its quantity is variable depending on the actual design

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

173

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(23)f Bored Piles, 2.00 m. Ø (ordinary soil condition) m 0.53 m.

Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

5 10

0.70 0.70

No. of Unit/s

No. of Hour/s

1 1 1

0.44 0.98 0.98

1

0.98

1 1 1 1 1 1 1 1 1 1 1 1 2 1 1

0.98 0.98 0.65 0.65 0.91 0.91 0.70 0.70 0.77 0.77 0.21 0.26 0.02 0.02 0.98

Unit

Quantity

m3 kg. kg. set kg.

3.46 490.33 9.81 0.098 0.25

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drilling Rig (300 hp) b. Crawler Crane (41- 45 mt) c. Crawler Crane (21- 25 mt) 3 d. Dump Truck (12 yd ) 3

e. Payloader (1.50 m ), LX80-2C f. Generator Set (300 KW) g. Bentonite Bin h. Bentonite Mixer i . Water Pump, 100 mm suction Ø (7.5 hp) j. Water Truck/Pump (16000L) k. Bar Cutter l. Bar Bender m. Welding Machine (500 A), Electric Driven n. Cutting Outfit o. Tremie Pipe Set p. SPT & Desanding Machine q. Portable Breaker r. Air Compressor, Portable (126- 160 cfm) s. Lighting System/Tower Lights Minor Tools (10% of labor cost) Sub - Total for B C. Total (A + B) D. Output per Hour = 0.53 m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix Concrete, fc' = 28 Mpa b. Reinforcing Steel Bar * c. Tire Wire (2% of RSB) d. Oxygen/Acetylene (1 set/5000 kg. of RSB) e. Welding Rod (1 kg./2000 kg. of RSB) Miscellaneous (3% of Materials, Bentonite and etc.)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

* Its quantity is variable depending on the actual design

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

174

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(24)a Permanent Casing (0.80 m Ø) : m : 3.00 m. Designation

No. of Person/s

No. of Hour/s

1 4 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1

1.00 0.50 0.50 0.50

Name and Specification

Unit

Quantity

a. Steel Casing, 10 mm thk b. Oxy/Acetylene (1 set/2500 kg of Steel) c. Welding Rod (1 kg/500 kg of Steel)

m set kg.

1.025 0.082 0.409

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41- 45 mt) b. Vibro Hammer w/ Hydraulic Power Pack c. Welding Machine (500 A), Gas/Diesel Driven d. Cutting Outfit Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 3.00 m. E. Direct Unit Cost (C ÷ D)

F. Materials

Note: Assumed length of Steel Casing without splicing but with full weld = 12.00 meter, 2.50% additional quantity of Steel Casing represents the collar of 0.30 m for 12 m.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

175

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(24)b Permanent Casing (1.00 m Ø) : m : 2.40 m. Designation

No. of Person/s

No. of Hour/s

1 4 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1

1.00 0.50 0.50 0.50

Name and Specification

Unit

Quantity

a. Steel Casing, 10 mm thk b. Oxy/Acetylene (1 set/2500 kg of Steel) c. Welding Rod (1 kg/500 kg of Steel)

m set kg.

1.025 0.102 0.511

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41- 45 mt) b. Vibro Hammer w/ Hydraulic Power Pack c. Welding Machine (500 A), Gas/Diesel Driven d. Cutting Outfit Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.40 m. E. Direct Unit Cost (C ÷ D)

F. Materials

Note: Assumed length of Steel Casing without splicing but with full weld = 12.00 meter, 2.50% additional quantity of Steel Casing represents the collar of 0.30 m for 12 m.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

176

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(24)c Permanent Casing (1.20 m Ø) : m : 2.00 m. Designation

No. of Person/s

No. of Hour/s

1 4 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1

1.00 0.50 0.50 0.50

Name and Specification

Unit

Quantity

a. Steel Casing, 10 mm thk b. Oxy/Acetylene (1 set/2500 kg of Steel) c. Welding Rod (1 kg/500 kg of Steel)

m set kg.

1.025 0.122 0.612

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41- 45 mt) b. Vibro Hammer w/ Hydraulic Power Pack c. Welding Machine (500 A), Gas/Diesel Driven d. Cutting Outfit Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.00 m. E. Direct Unit Cost (C ÷ D)

F. Materials

Note: Assumed length of Steel Casing without splicing but with full weld = 12.00 meter, 2.50% additional quantity of Steel Casing represents the collar of 0.30 m for 12 m.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitorng Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

177

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(24)d Permanent Casing (1.50 m Ø) : m : 1.60 m. Designation

No. of Person/s

No. of Hour/s

1 4 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1

1.00 0.50 0.50 0.50

Name and Specification

Unit

Quantity

a. Steel Casing, 10 mm thk b. Oxy/Acetylene (1 set/2500 kg of Steel) c. Welding Rod (1 kg/500 kg of Steel)

m set kg.

1.025 0.153 0.763

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41- 45 mt) b. Vibro Hammer w/ Hydraulic Power Pack c. Welding Machine (500 A), Gas/Diesel Driven d. Cutting Outfit Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.60 m. E. Direct Unit Cost (C ÷ D)

F. Materials

Note: Assumed length of Steel Casing without splicing but with full weld = 12.00 meter, 2.50% additional quantity of Steel Casing represents the collar of 0.30 m for 12 m.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

178

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(24)e Permanent Casing (1.80 m Ø) : m : 1.33 m. Designation

No. of Person/s

No. of Hour/s

1 4 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1

1.00 0.50 0.50 0.50

Name and Specification

Unit

Quantity

a. Steel Casing, 10 mm thk b. Oxy/Acetylene (1 set/2500 kg of Steel) c. Welding Rod (1 kg/500 kg of Steel)

m set kg.

1.025 0.163 0.814

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41- 45 mt) b. Vibro Hammer w/ Hydraulic Power Pack c. Welding Machine (500 A), Gas/Diesel Driven d. Cutting Outfit Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.33 m. E. Direct Unit Cost (C ÷ D)

F. Materials

Note: Assumed length of Steel Casing without splicing but with full weld = 12.00 meter, 2.50% additional quantity of Steel Casing represents the collar of 0.30 m for 12 m.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

179

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(24)f Permanent Casing (2.00 m Ø) m 1.20 m.

Designation

No. of Person/s

No. of Hour/s

1 4 6

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1 1 1 1

1.00 0.50 0.50 0.50

Name and Specification

Unit

Quantity

a. Steel Casing, 10 mm thk b. Oxy/Acetylene (1 set/2500 kg of Steel) c. Welding Rod (1 kg/500 kg of Steel)

m set kg.

1.03 0.203 1.016

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41- 45 mt) b. Vibro Hammer w/ Hydraulic Power Pack c. Welding Machine (500 A), Gas/Diesel Driven d. Cutting Outfit Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.20 m. E. Direct Unit Cost (C ÷ D)

F. Materials

Note: Assumed length of Steel Casing without splicing but with full weld = 12.00 meter, 2.50% additional quantity of Steel Casing represents the collar of 0.30 m for 12 m.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

180

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(25)

Splicing of RC Piles with Epoxy (400 mm x 400 mm) ea 0.50 ea

Designation

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1

1.00

Unit

Quantity

kg. set gal m

51.83 0.70 1.40 3.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41-45 mt) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 0.50 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Reinforcing Steel Bar (36 mm Ø x 1.50 m)* b. Concrete Epoxy for RC Piles (Part A & B) c. Silica Sand d. Pipe Sleeve, 50 mm Ø GI Miscellaneous (2% of Materials Cost)

Prices of materials are variable per Region/ Prices of materials are variable per District based on the prevailing unit Region/ prices in District the locality based which on the include prevailing payment unitofprices local in taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

* Depth of dowel will be as recommended by the manufacturer of epoxy resin in order to develop required pile joint strength.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

181

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052(26)

Splicing of RC Piles with Epoxy (450 mm x 450 mm) ea 0.50 ea

Designation

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

1

1.00

Unit

Quantity

kg. set gal m

51.83 0.80 1.60 3.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Truck Mounted Crane (41-45 mt) Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 0.50 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Reinforcing Steel Bar (36 mm Ø x 1.50 m)* b. Concrete Epoxy for RC Piles (Part A & B) c. Silica Sand d. Pipe Sleeve, 50 mm Ø GI Miscellaneous (2% of Materials Cost)

Prices of materials are variable per Region/ Districtofbased on the unit Region/ prices in Prices materials areprevailing variable per the locality which include payment local in District based on the prevailing unitofprices taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

* Depth of dowel will be as recommended by the manufacturer of epoxy resin in order to develop required pile joint strength.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

182

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(27)a Pile Integrity Testing (Sonic), ordinary soil condition : ea : 1.00 ea (assumed pile length = 30 m) Designation

No. of Person/s

No. of Hour/s

1 1 1

4.00 4.00 4.00

2 2

4.00 4.00

No. of Unit/s

No. of Hour/s

1

lot

1

4.00

Unit

Quantity

m kg

120.00 0.10

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Pipe Installation a. Skilled Laborer b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Pile Integrity Testing (Sonic) and accessories (includes professional fee of Structural Engineer and reports) b. Welding Machine (500A), Electric Driven Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.00 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Black/GI Pipe & acc. 2" Ø x 6 m, Schedule 20 b. Welding Rod Miscellaneous (2% of Materials Cost)

Prices of materials are variable per Region/ District based on the prevailing unit Region/ prices in Prices of materials are variable per the locality which include payment local in District based on the prevailing unitofprices taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

Note: Materials quantity component, equipment and labor output may vary proportionately depending on the pile length.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

183

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(27)b Pile Integrity Testing (PIT), ordinary soil condition : ea : 1.00 ea Designation

No. of Person/s

No. of Hour/s

1 1 1

2.00 2.00 2.00

No. of Unit/s

No. of Hour/s

1

lot

1

2.00

Unit

Quantity

pc

1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a.Pile Integrity Testing and accessories (includes professional fee of Structural Engineer and reports) b. Grinding Machine and accessories

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.00 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Grinding Disc

Prices of of materials materials are are variable Region/ Prices variable per per Region/ District based prevailing unit District based on on the the prevailing unit prices prices in in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

Note:

Materials quantity component, equipment and labor output may vary proportionately depending on the pile length.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

184

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1052(22)b High Strain Dynamic Testing (PDA), ordinary soil condition : ea : 1.00 ea (assumed pile Ø = 1.50 m) Designation

No. of Person/s

No. of Hour/s

1 2 4

4.00 4.00 8.00

No. of Unit/s

No. of Hour/s

1

lot

1 1 1 1 1 1

4.00 4.00 8.00 0.60 2.00 2.00

Unit

Quantity

m m3 kg set

3.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a.Dynamic Pile Testing (includes professional fee of Structural Engineer) b. Truck Mounted Crane (45 mt) c. Drop Hammer w/ accessories d. 1 Air Compressor w/ 2 Jack Hammer e. Concrete Vibrator f. Cutting Outfit g. Welding Machine (500A), Electric Driven Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.00 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Steel Casing, L = 2 x Pile Ø, thickness = 100 mm* b. Ready Mix Concrete, 3000 psi c. Welding Rod (1 kg/500 kg of Steel) d. Oxy/Acetylene (1 kg/2500 kg of Steel) Miscellaneous (5% of Materials Cost)

5.57 2.234 0.447

Prices of materials are variable per Region/ District based on the prevailing unit Region/ prices in Prices of materials are variable per the locality which include payment local in District based on the prevailing unitofprices taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

Note:

Materials quantity component, equipment and labor output may vary proportionately depending on the pile length.

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

185

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1052 (29) Micro Piles In Drilled Holes, 0.20m Ø (ordinary soil condition) m 3.00 m

Designation

No. of Person/s

No. of Hour/s

1 5 6

1.00 1.00 1.00

4 8

0.25 0.25

No. of Unit/s

No. of Hour/s

1 1 1 1 1 1 1 1 1 1 1 1

0.74 0.95 0.04 0.04 0.50 0.50 0.50 0.50 0.50 0.24 0.24 0.50

Unit

Quantity

0.033 12.626* 0.006

cu.m. kg kg

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer Fabrication of Cage Bar d. Skilled Laborer e. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

Unit Cost

Amount (PhP)

B. Equipment a. Drill Rig, Mechanical Rotary b. Truck Mounted Crane (25T) c. Bar Bender d. Bar Cutter e. Bentonite Mixer f. Bentonite Bin g. Water Pump h.Water Truck i. Welding Machine j. Tremie Pipe Set k. SPT & Desanding Machine l. Tower Light m. Minor Tools (10% of labor cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 3.00 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Ready Mix b. Reinforced Steel Bar c. Welding Rod (1kg/2000kg of RSB) d. Miscellaneous (3% of Materials, Bentonite & etc.)

G. H. I. J. K.

* Its quantity is variable depending on the actual design Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

186

Part C - Finishing

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1100(1)

15 mm Ø - 25 mm Ø Rigid Steel Conduit (RSC)/Intermediate metal Conduit (IMC)/ Electrical Metal Tubing (EMT) length 1.333 length

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.333 length E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 15 mm Ø - 25 mm Ø x 3.00 m Rigid Steel Conduit (RSC)/ Intermediate metal Conduit (IMC)/ Electrical Metal Tubing (EMT) b. Consumables (5% of Materials Cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. Use this cost sheet for Item Nos. 1100(1)a, 1100(1)b, 1100(1)c, 1100(2)a, 1100(2)b, 1100(2)c, 1100(4)a, 1100(4)b, and 1100(4)c.

187

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1100(1)

32 mm Ø - 40 mm Ø Rigid Steel Conduit (RSC)/ Intermediate metal Conduit (IMC)/ Electrical Metal Tubing (EMT) length 1.250 length

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.250 length E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 32 mm Ø - 40 mm Ø x 3.00 m Rigid Steel Conduit (RSC)/ Intermediate metal Conduit (IMC)/ Electrical Metal Tubing (EMT) b. Consumables (5% of Materials Cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. Use this cost sheet for Item Nos. 1100(1)d, 1100(1)e, 1100(2)d, 1100(2)e, 1100(4)d and 1100(4)e.

188

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1100(1)

50 mm Ø - 65 mm Ø Rigid Steel Conduit/ Intermediate metal Conduit (IMC)/ Electrical Metal Tubing (EMT) length 0.516 length

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 0.516 length E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 50 mm Ø - 65 mm Ø x 3.00 m Rigid Steel Conduit/ Intermediate metal Conduit (IMC)/ Electrical Metal Tubing (EMT) b. Consumables (5% of Materials Cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. Use this cost sheet for Item Nos. 1100(1)f, 1100(1)g, 1100(2)f, 1100(2)g, 1100(4)f and 1100(4)g.

189

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1100(1)

80 mm Ø - 100 mm Ø Rigid Steel Conduit (RSC)/ Intermediate metal Conduit (IMC)/ Electrical Metal Tubing (EMT) length 0.500 length

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 0.500 length E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 80 mm Ø x 3 m Rigid Steel Conduit (RSC) b. Consumables (5% of Materials Cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. Use this cost sheet for Item Nos. 1100(1)h, 1100(1)i, 1100(1)j, 1100(2)h, 1100(2)i, 1100(2)j, 1100(4)h, 1100(4)i, and 1100(4)j.

190

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1100(3)

15 mm Ø - 25 mm Ø Flexible Metal Conduit m 2.00 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.00 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 15 mm Ø - 25 mm Ø Flexible Metal Conduit b. Consumables (5% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1100(3)a, 1100(3)b, and 1100(3)c.

191

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1100(6)

15 mm Ø - 32 mm Ø Polyvinyl Chloride (PVC) Pipes length 3.534 length

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

length

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 3.534 length E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 15 mm Ø - 32 mm Ø x 3.00 mm Polyvinyl Chloride (PVC) Pipes b. Consumables (5% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1100(6)a, 1100(6)b, and 1100(6)c.

192

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1100(9)

PVC/RSC/ IMC/ EMT Conduit Fittings pc 1.00 pc

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor (Labor cost for these items shall be considered/included in the installation of conduits.)

Sub - Total for A Name and Capacity

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1.00 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Coupling/Elbow/End Bell/Clamp or others

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

193

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1100(11)

Junction/ Utility/ Pull/ Square Box pc 1.00 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1

0.40 0.40

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Skilled Laborer b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1.00 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Junction/ Utility/ Pull/ Square Box b. Consumables (3% of Materials Cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

194

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1100(10)

Conduit Works, Boxes and Fittings l.s. 1.00 l.s.

Designation

No. of Hour/s

Hourly Rate

Amount (PhP)

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

No. of Person/s

A. Labor See Derivation for Item No.1100(1) to Item No. 1100(9)

Sub - Total for A Name and Capacity B. Equipment See Derivation for Item No.1100(1) to Item No. 1100(9)

Sub - Total for B C. Total (A + B) D. Output = 1.00 l.s. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials See Derivation for Item No.1100(1) to Item No. 1100(9)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. The "lumpsum" unit of measurement as per Blue Book, shall be based on the derived outputs of Item No. 1100(1) to Item No. 1100(9).

195

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1101(1)

2

2

2

1.6 mm - 5.5 mm Electric Wire (TW/THHN/TWHN ) m 25 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 25 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 1.6 mm2 - 5.5 mm2 Electric Wire (TW/THHN/TWHN2) b. Consumables (3% of Materials Cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Price Monitoring Committee. Committee

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. Use this cost sheet for Item Nos. 1101(1)a1, 1101(1)a2, 1101(1)a3, 1101(1)a4, 1101(1)b1, 1101(1)b2, and 1101(1)b3.

196

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1101(1)

2

2

2

8.00 mm - 22 mm Electric Wire (TW/THHN/TWHN ) m 14.286 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 14.286 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

a. 8.00 mm2 Electric Wire (TW/THHN/TWHN2) b. Consumables (3% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1101(1)b4, 1101(1)b5, and 1101(1)b6.

197

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office OfficePrice Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1101(1)

2

2

2

30.00 mm - 38 mm Electric Wire (TW/THHN/TWHN ) m 5.714 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 5.714 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 30.00 mm2 - 38 mm2 Electric Wire (TW/THHN/TWHN2) b. Consumables (3% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1101(1)b7 and 1101(1)b8.

198

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1101(1)

2

2

2

50.00 mm - 60 mm Electric Wire (TW/THHN/TWHN ) m 4.615 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 4.615 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 50.00 mm2 - 60mm2 Electric Wire (TW/THHN/TWHN2) b. Consumables (3% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1101(1)b9 and 1101(1)b10.

199

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1101(1)

2

2

2

80.00 mm - 125 mm Electric Wire (TW/THHN/TWHN ) m 2.857 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 2.857 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 80.00 mm2 - 125 mm2 Electric Wire (TW/THHN/TWHN2) b. Consumables (3% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1101(1)b11, 1101(1)b12and 1101(1)b13.

200

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Price Monitoring Committee

of G of G of (G + H + I) (G + H + I + J)

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1101(1)

2

2

2

150.00 mm - 250 mm Electric Wire (TW/THHN/TWHN ) m 1.875 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 4 4

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.875 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a.150.00 mm2 -250 mm2 Electric Wire 2 (TW/THHN/TWHN ) b. Consumables (3% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1101(1)b14, 1101(1)b15 and 1101(1)b16.

201

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1101(1)

2

2

2

325.00 mm - 400 mm Electric Wire (TW/THHN/TWHN ) m 1.60 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 4 4

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.60 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 325.00 mm2 - 400 mm2 Electric Wire (TW/THHN/TWHN2) b. Consumables (3% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1101(1)b17, and 1101(1)b18.

202

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) 2

Item No./Description Unit of Measurement Output per hour

2

: 1101(1)b19 500.00 mm Electric Wire (TW/THHN/TWHN ) : m : 1.333 m Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 4 4

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1.333 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 500.00 mm2 Electric Wire (TW/THHN/TWHN2) b. Consumables (3% of Materials Cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

203

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1101(2)

XLPE Electric Wires m

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor (Labor cost shall be included in the Power Contract with MERALCO or Local Power Cooperative.)

Sub - Total for A Name and Capacity

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 0 E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. XLPE, Creosoted pole, anchor Rod, anchor log, power load studs, pad mounted transformer, pole-type transformer, transformer bracket, Aluminum Conductor Steel-Reinforced (ACSR) powerfuse, concrete pole, power transmission pole, pin insulator, pole top pin, machine bolts and washers

G. H. I. J. K.

(Materials cost included in the Power Contract with MERALCO or Local Power Cooperative.)

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

204

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1109(4)

2

2

2.00 mm - 5.5 mm Bare Copper Wire m 20.00 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 20.00 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 2.00 mm2 - 5.00 mm2 Bare Copper Wire b. Consumables (3% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1109(4)a, 1109(4)b and 1109(4)c.

205

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1109(4)

2

2

8.00 mm - 22.00 mm Bare Copper Wire m 10.00 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 10.00 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 8.00 mm2 - 22.00 mm2 Bare Copper Wire b. Consumables (3% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1109(4)d, 1109(4)e and 1109(4)g.

206

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1109(4)

2

2

30.00 mm - 38.00 mm Bare Copper Wire m 12.00 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 12.00 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 30.00 mm2 - 38.00 mm2 Bare Copper Wire b. Consumables (3% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1109(4)h and 1109(4)i.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

207

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1109(4)

2

2

50.00 mm - 60.00 mm Bare Copper Wire m 10.00 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 10.00 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 50.00 mm2 - 60.00 mm2 Bare Copper Wire b. Consumables (3% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1109(4)j and 1109(4)k.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

208

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1109(4)

2

2

80.00 mm - 125.00 mm Bare Copper Wire m 6.00 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 6.00 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 80.00 mm2 - 125.00 mm2 Bare Copper Wire b. Consumables (5% of Materials Cost)

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1109(4)l and 1109(4)m.

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

209

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1109(1)

2

2

200.00 mm - 250.00 mm Bare Copper Wire m 6.667 m

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 4 4

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

m

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 6.667 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 200.00 mm2 - 250.00 mm2 Bare Copper Wire b. Consumables (5% of Materials Cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

210

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1101(33)

Switches set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1

1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Skilled Laborer b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Switches

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1101(3) to 1101(14).

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

211

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output

: :

1101 (15) Single Convenience Outlet/Receptacle, Grounding Type (GT)/ Heavy Duty Convenience Outlet/Receptacle, Grounding Type (GT)/ Weather Proof Single Convenience Outlet/Receptacle, Grounding Type (GT)/ Pop-up Type/Floor Triplex Convenience Outlet/Receptacle, Grounding Type (GT) set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1

0.25 0.25

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Skilled Laborer b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

a. Single Convenience Outlet/Receptacle, Grounding Type (GT)/ Heavy Duty Convenience Outlet/Receptacle, Grounding Type (GT)/ Weather Proof Single Convenience Outlet/Receptacle, Grounding Type (GT)/ Pop-up Type/Floor Triplex Convenience Outlet/Receptacle, Grounding Type (GT)

set

1.00

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. Use this cost sheet for Item Nos. 1101(17), 1101(18), 1101(23) , 1101(24)and 1101(26).

212

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output

: :

1101 (16) Duplex Convenience Outlet/Receptacle, Grounding Type (GT) / Weather Proof Duplex Convenience Outlet/Receptacle, Grounding Type (GT)/ Special Purpose Convenience Outlet/Receptacle, Grounding Type for ACU, WH, etc/ Explosion Proof Type Duplex Convenience Outlet/Receptacle, Grounding Type (GT)/ Duplex Convenience Outlet/Receptacle with Ground Fault Circuit Interupter set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1

0.30 0.30

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Skilled Laborer b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Duplex Convenience Outlet/Receptacle, Grounding Type (GT) / Weather Proof Duplex Convenience Outlet/Receptacle, Grounding Type (GT)/ Special Purpose Convenience Outlet/Receptacle, Grounding Type for ACU, WH, etc/ Explosion Proof Type Duplex Convenience Outlet/Receptacle, Grounding Type (GT)/ Duplex Convenience Outlet/Receptacle with Ground Fault Circuit Interupter

set

1.00

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1101(19), 1101(20) and 1101(25).

213

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output

: :

1101 (21) Pop-up Type/Floor Single Convenience Outlet/Receptacle, Grounding Type (GT)/ Pop-up Type/Floor Duplex Convenience Outlet/Receptacle, Grounding Type (GT)/ Explosion Proof Type Single Convenience Outlet/Receptacle, Grounding Type (GT)/ Single Convenience Outlet/Receptacle with Ground Fault Circuit Interrupter set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1

0.15

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor a. Skilled Laborer b. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum Minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Pop-up Type/Floor Single Convenience Outlet/Receptacle, Grounding Type (GT)/ Pop-up Type/Floor Duplex Convenience Outlet/Receptacle, Grounding Type (GT)/ Explosion Proof Type Single Convenience Outlet/Receptacle, Grounding Type (GT)/ Single Convenience Outlet/Receptacle with Ground Fault Circuit Interupter

set

1.00

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Offiice Price

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. Use this cost sheet for Item Nos. 1101(22), 1101(23), 1101(24), 1101(25) and 1101(26).

214

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1101 (33) Wires and Wiring Devices l.s. 1.00 l.s

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor See derivation for Items 1101(1) to Item 1101(8).

Sub - Total for A Name and Capacity B. Equipment See derivation for Items 1101(1) to Item 1101(8).

Sub - Total for B C. Total (A + B) D. Output = 1.00 l.s E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials See derivation for Items 1101(1)- Item 1101(8).

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. The "lumpsum" unit of measurement as per Blue Book, shall be based on the derived outputs of Item No. 1101(1) to Item No. 1101(32)

215

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1102 (1)

Panel Board with Main Breaker/Branches, 3 wires, 1 neutral, 250 Amp - 400 Amp set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

9.00 9.00 9.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District Labor Rates are variable Region/District based on minimum wage per as approved by based on Minimum as approved DOLE. Refer to the wage Schedule of Labor by DOLE. Rates.

Note: Labor includes disassembling of Panel Board component, fabrication of hole (conduit for main breaker and branches), installation of fitting, alignment of panel board enclosure, re-installation of circuit breaker component and accessories, termination of wire, testing and commissioning.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Panel Board with Main Breaker and 8 Branches 250 amp - 400 amp b. Consumables (3% of Materials Cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Price Monitoring Committee. Committee

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note: 1. Additional 1 hr may be added every another 2 circuit branches, 1 hr per every additional main breaker (500-600Amp), 2 hrs per additional main breaker (800-1000Amp) and 4 hrs per additional 1200 Amp main breaker.

216

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1102 (1)

Panel Board with Main Breaker/Branches, 3 wires, 1 neutral, 50 Amp - 200 Amp set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

5.50 5.50 5.50

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

a. Panel Board with Main Breaker and 8 Branches 50 amp - 200 amp

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note: Labor includes disassembling of Panel Board component, fabrication of hole (conduit for main breaker and branches), installation of fitting, alignment of panel board enclosure, re-installation of circuit breaker component and accessories, termination of wire, testing and commissioning.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D)

F. Materials

b. Consumables (3% of Materials Cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note: 1. Additional 0.75 hr may be added every another 2 circuit branches, and deduction of 0.50 for 2 wires, 1 neutral.

217

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1102 (1)

NEMA I (Enclosed Circuit Breaker) Single Phase or Three Phase Commercial/Industrial Type set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note: Labor Includes removal of circuit breaker, Alignment, mounting and removal of hub/hole, installation of pipe/fittings, re-installation of circuit breaker, termination of wires, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. NEMA I Enclosed Circuit Breaker, plug-in or bolt type 15AT-70AT Flushed Mounted

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

218

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1102 (1)

NEMA 3R (Enclosed Circuit Breaker) Single Phase or Three Phase Commercial/Industrial Type set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

0.75 0.75 0.75

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note: Labor Includes removal of circuit breaker, Alignment, mounting and removal of hub/hole, installation of pipe/fittings, re-installation of circuit breaker, termination of wires, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. NEMA 3R Enclosed Circuit Breaker, plug-in or bolt type 15AT-70AT Flushed Mounted

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

219

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1102 (2)

Motor Control Center with main, branch breaker and motor starter (NEMA 1, NEMA 3R and 4X) Flush or Surface Mounted set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 2 2

8.00 8.00 8.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note: Labor Includes removal of circuit breaker, Alignment, mounting and removal of hub/hole, installation of pipe/fittings, re-installation of circuit breaker, termination of wires, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Motor Control Center with main, branch breaker and motor starter (NEMA 1, NEMA 3R and 4X) Flush or Surface Mounted

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

220

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1102 (16) Generator (Stand by and Continuous), Synchonizing Panel for Generator, High Voltage Switch Gear set 1 set

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor Labor by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)

Sub - Total for A Name and Capacity

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

B. Equipment Equipment Rental by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

F. Materials a. Generator (Stand by and Continuous), Synchonizing Panel for Generator, High Voltage Switch Gear

G. H. I. J. K.

Materials Cost by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

221

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1102 (1)

Main Enclosed Automatic Circuit Breaker 50 AT, 60 AT, 70 AT , 3P, 240V: NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface Mounted set 1 set

Designation

Hourly Rate

Amount

No. of Person/s

No. of Hours/s

1 1 1

1.75 1.75 1.75

No of Unit/s

No. of Hour/s

Hourly Rate

Amount

Unit

Quantity

Unit Cost

Amount

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note: Labor Includes removal of circuit breaker, Alignment, mounting and removal of hub/hole, installation of pipe/fittings, re-installation of circuit breaker, termination of wires, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials Main Enclosed Automatic Circuit Breaker 50 AT, 60 AT, 70 AT , 3P, 240x: NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface Mounted

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

12%9%7%6% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

222

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output

: :

1102 (1)

Main Enclosed Automatic Circuit Breaker 50 AT, 60 AT, 70 AT , 2P, 240V NEMA I, NEMA 3R, NEMA 4x Flushed/Surface Mounted set 1 set

Designation

Hourly Rate

Amount

No. of Person/s

No. of Hour/s

1 1 1

1.50 1.50 1.50

No of Unit/s

No. of Hour/s

Hourly Rate

Amount

Name and Specification

Unit

Quantity

Unit Cost

Amount

a. Main Enclosed Automatic Circuit Breaker 50 AT, 60 AT, 70 AT , 2P, 240V NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface Mounted

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note: Labor Includes removal of circuit breaker, Alignment, mounting and removal of hub/hole, installation of pipe/fittings, re-installation of circuit breaker, termination of wires, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D)

F. Materials

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

12%9%7%6% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

223

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1102 (1)

Main Enclosed Automatic Circuit Breaker 100 AT, 125 AT, 205 AT , 225 AT, 3P, 240V NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface Mounted set 1 set

Designation

Hourly Rate

Amount

No. of Person/s

No. of Hour/s

1 1 1

5.50 5.50 5.50

No of Unit/s

No. of Hour/s

Hourly Rate

Amount

Unit

Quantity

Unit Cost

Amount

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note: Labor Includes removal of circuit breaker, Alignment, mounting and removal of hub/hole, installation of pipe/fittings, re-installation of circuit breaker, termination of wires, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Main Enclosed Automatic Circuit Breaker 100 AT, 125 AT, 205 AT , 225 AT, 3P, 240V NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface Mounted

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee

12%9%7%6% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

224

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description

:

Unit of Measurement Output per hour

: :

1102 (1)

Main Enclosed Automatic Circuit Breaker 100 AT, 125 AT, 200 AT , 2P, 225 AT, 2P, 240V NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface Mounted set 1 set

Designation

Hourly Rate

Amount

No. of Person/s

No. of Hour/s

1 1 1

5.00 5.00 5.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount

Unit

Quantity

Unit Cost

Amount

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note: Labor Includes removal of circuit breaker, Alignment, mounting and removal of hub/hole, installation of pipe/fittings, re-installation of circuit breaker, termination of wires, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Main Enclosed Automatic Circuit Breaker 100 AT, 125 AT, 200 AT , 2P, 225 AT, 2P, 240V NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface Mounted

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee

12%9%7%6% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

225

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1102 (1)

Low Voltage Switch Board Main 2500-4000 AT, 3P, 240V NEMA I with Breaker set 1 set

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount

A. Labor Labor by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)

Sub - Total for A Name and Capacity

No of Unit/s

No. of Hour/s

Hourly Rate

Amount

B. Equipment Equipment Rental by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

Quantity

Unit Cost

Amount

F. Materials a. Low Voltage Switch Board Main 2500-4000 AT, 3P, 240V NEMA I with Breaker

G. H. I. J. K.

Material Cost by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

12%9%7%6% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

226

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1102 (1)

Main Enclosed Automatic Breaker 250-500 Amp set 1 set

Designation

Hourly Rate

Amount

No. of Person/s

No. of Hour/s

1 2 2

12.50 12.50 12.50

No of Unit/s

No. of Hour/s

Hourly Rate

Amount

Unit

Quantity

Unit Cost

Amount

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note: Labor Includes removal of circuit breaker, Alignment, mounting and removal of hub/hole, installation of pipe/fittings, re-installation of circuit breaker, termination of wires, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Main Enclosed Automatic Breaker 250-500 Amp

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price

12%9%7%6% of G 10%8% of G 5% of (G + H + I) (G + H + I + J)

227

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1103 (1) : :

Fluorescent Lighting Fixture with Ballast /Light Emitting Diode (LED) Bulb, 1 Bulb set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

a. 1 -20Watts-40Watts flourescent lighting fixture, Box type, Diffuser type, Mirrorized Aluminum Louver, Industrial type (Recessed and Surface Mounted)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note : Labor Includes installation of scaffolding, alignment of fixtures, disassemble of lighting fixture, permanent Installation of insullation material, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D)

F. Materials

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

228

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: 1103 (1) : :

Fluorescent Lighting Fixture with Ballast /Light Emitting Diode (LED) Bulb, 2 Bulbs set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.15 1.15 1.15

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

a. 2 -20Watts-40Watts flourescent lighting fixture, Box type, Diffuser type, Mirrorized Aluminum Louver, Industrial type (Recessed and Surface Mounted)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note : Labor Includes installation of scaffolding, alignment of fixtures, disassemble of lighting fixture, permanent Installation of insullation material, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D)

F. Materials

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

229

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1103 (1)

Fluorescent Lighting Fixture with Ballast /Light Emitting Diode (LED) Bulb, 3 Bulbs set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.25 1.25 1.25

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note : Labor Includes installation of scaffolding, alignment of fixtures, disassemble of lighting fixture, permanent Installation of insullation material, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 3-20watts-40watts flourescent lighting fixture Box type, Diffuser type, Mirrorized Aluminum Louver, Industrial type (Recessed and Surface Mounted)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

230

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1103 (1)

Fluorescent Lighting Fixture with Ballast /Light Emitting Diode (LED) Bulb, 4 Bulbs set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.50 1.50 1.50

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note : Labor Includes installation of scaffolding, alignment of fixtures, disassemble of lighting fixture, permanent Installation of insullation material, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 4-20watts-40watts flourescent lighting fixture Box type, Diffuser type, Mirrorized Aluminum Louver, Industrial type (Recessed and Surface Mounted)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

231

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1103 (1)

Downlight/Pinlight Fixture with One- Compact Fluorecent Lamp (CFL) or LED Bulb, 1 Bulb set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note : Labor Includes installation of scaffolding, alignment of fixtures, disassemble of lighting fixture, permanent Installation of insullation material, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per Hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 1-8watts-21watts Downlight/Pinlight, Recessed/Surface Mounted with or without glass

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

232

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1103 (1)

Downlight/Pinlight Fixture with Two- Compact Fluorecent Lamp (CFL) or LED Bulb, 2 Bulb

set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

0.75 0.75 0.75

No of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note : Labor Includes installation of scaffolding, alignment of fixtures, disassemble of lighting fixture, permanent Installation of insullation material, testing and commisioning.

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10 % of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per hour = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 2- 8Watts-21Watts Downlight/Pinlight, Recessed/Surface Mounted with or without glass

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

233

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1103 (1)

High Bay Aluminum Reflector, Dome Luminaire set 1 set

Designation

No. of Person/s

No. of Hour/s

1 1 2

1.50 1.50 1.50

No of Unit/s

No. of Hour/s

1

1.00

Unit

Quantity

set

1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note : Labor Includes, installation of scaffolding, alignment of lighting fixture, termination of wire, testing, commissioning and painting.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

B. Equipment a. Truck Mounted, Scissor Lift, Rough Terrain (Gas/Diesel) Minor Tools (10% of Labor Cost)

See latest ACEL rental rates.

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification

Unit Cost

Amount (PhP)

F. Materials a. High Bay Aluminum Reflector, Dome Luminaire 70Watts - 250 Watts

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

234

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1103 (1)

Die-Cast Aluminum Floodlight with Electrocoat Paint Finish set 1 set

Designation

No. of Person/s

No. of Hour/s

1 1 2

1.50 1.50 1.50

No of Unit/s

No. of Hour/s

1

1.00

Name and Specification

Unit

Quantity

a.Die-Cast Aluminum Floodlight with electrocoat paint finish 70Watts - 250 Watts

set

1.00

Hourly Rate

Amount (PhP)

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note : Labor Includes, installation of scaffolding, alignment of lighting fixture, termination of wire, testing, commissioning and painting.

Sub - Total for A Name and Capacity

Hourly Rate

Amount (PhP)

B. Equipment a. Truck Mounted, Scissor Lift, Rough Terrain (Gas/Diesel)

See latest ACEL rental raets.

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Unit Cost

Amount (PhP)

F. Materials

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/ 8% of G 5% of (G + H + I) (G + H + I + J)

235

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1103 (1)

Lighting Fixtures l.s. 1.00 l.s

Designation

No. of Person/s

No. of Hour/s

Amount (PhP)

Hourly Rate

A. Labor Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

See derivation for Item 1103(1)- Item 1103(12)

Sub - Total for A Name and Capacity

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

B. Equipment See derivation for Item 1103(1)- Item 1103(12)

Sub - Total for B C. Total (A + B) D. Output = 1.00 l.s E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials See derivation for Item 1103(1)- Item 1103(12)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Office Price Price

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. The "lumpsum" unit of measurement as per Blue Book, shall be based on the derived outputs of Item 1103(1) to Item 1103(2).

236

Part D - Electrical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: 1200(13)a Air Conditioning and Refrigiration System : l.s. : 1 l.s. Designation

No. of Person/s

No. of Hour/s

Amount (PhP)

Hourly Rate

A. Labor Labor by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)

Sub - Total for A Name and Capacity

No. of Unit/s

No. of Hour/s

Amount (PhP)

Hourly Rate

B. Equipment Equipment Rental by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)

Sub - Total for B C. Total (A + B) D. Output = 1 l.s. E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

F. Materials

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses I. Contractor's Profit (CP) J. Value Added Tax (VAT) K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1200(13)b and 1200(13)c

237

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1201(1)

Water Pumping System l.s. 1 l.s.

Designation

No. of Person/s

No. of Hour/s

Amount (PhP)

Hourly Rate

A. Labor Labor by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)

Sub - Total for A Name and Capacity

No. of Unit/s

No. of Hour/s

Amount (PhP)

Hourly Rate

B. Equipment Equipment Rental by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)

Sub - Total for B C. Total (A + B) D. Output = 1 l.s. E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

Quantity

Unit Cost

Amount (PhP)

F. Materials See Items 1201(2) - 1012(12)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

238

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(1)

Automatic Water Sprinkler System l.s. 1 l.s.

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

A. Labor See Derivations for Items 1202(2) to 1012(12)

Sub - Total for A Name and Capacity B. Equipment See Derivations for Items 1202(2) to 1012(12)

Sub - Total for B C. Total (A + B) D. Output = 1 l.s. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials See Derivations for Items 1202(2) to 1012(12)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

239

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(2)

Fire Pump with complete control and standard accessories set 1 set

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor Labor by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)

Sub - Total for A Name and Capacity

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fire Pump, complete with reinforced concrete pad and following accessories: coupling and guard, mounted steel base plate, pump controller, flow meter autorelease valve, suction and discharge gauge, flow meter and other accessories specified in mechanical plan and specification

set

1.000

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

240

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(3)

Jockey Pump with complete control and standard accessories set 1 set

Designation

No. of Person/s

No. of Hour/s

Hourly Rate

Amount (PhP)

A. Labor Labor by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)

Sub - Total for A Name and Capacity

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.000

B. Equipment

Sub - Total for B C. Total (A + B) D. Output = E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Jockey Pump complete with controller and NEMA 3R and other accessories: valve, suction and discharge gauge, flow meter and other accessories specified in mechanical plan and specifications b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

241

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(1)

Sprinkler Head, upright/pendent/wall pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1

0.25 0.25

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Sprinkler Head, upright/pendent/wall b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

242

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(1)

Alarm Check Valve pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

4.00 4.00 4.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Alarm Check Valve b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

243

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(1)

Flow Meter pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

3.00 3.00 3.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Flow meter b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

244

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1202(1)

OS & Y Gate Valve 175 psi pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

3.00 3.00 3.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. OS & Y Gate Valve 175 psi b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

245

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(1)

Pressure Gauge pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1

0.50 0.50

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Pressure Gauge b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

246

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(1)

Pressure Relief Valve pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

3.00 3.00 3.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Pressure Relief Valve b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

247

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(1)

Floor Control Valve pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

3.00 3.00 3.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Pressure Relief Valve b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

248

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(1)

Inspector Test Valve pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

0.75 0.75 0.75

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Inspector Test Valve b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

249

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(1)

Inspector Test Connection pc 1 pc

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

6.00 6.00 6.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

pc

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 pc E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Inspector Test Connector b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

250

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1202(1)

25 mm Ø - 50 mm Ø Black Iron (B.I.) Pipe and Fittings length 0.80 length

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

length

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note : Straight line installation, ceiling height of upto 3.5m. Labor output includes setting, scafolding, cutting, fixing of pipe from elbow, tee, flange, valve and painting.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 0.80 length E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 25 mm Ø - 50 mm Ø x 6.00 m Black Iron (B.I.) Pipe and Fittings b. Consumables (5% of material cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. Use this cost sheet for Item Nos. 1202(4)a1, 1202(4)a2, 1202(4)a3 and 1202(4)a4.

251

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1202(1)

65 mm Ø -150 mm Ø Black Iron (B.I.) Pipe and Fittings length 0.75 length

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

length

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Note : Straight line installation, ceiling height of upto 3.5m. Labor output includes setting, scafolding, cutting, fixing of pipe from elbow, tee, flange, valve and painting.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 0.75 length E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 65 mm Ø -150 mm Ø x 6.00 m Black Iron (B.I.) Pipe and Fittings b. Consumables (5% of material cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. Use this cost sheet for Item Nos. 1202(4)a5, 1202(4)a6, 1202(4)a7 and 1202(4)a8.

252

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

1202(1)

Fittings pc

Designation

No. of Hour/s

Hourly Rate

Amount (PhP)

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

No. of Person/s

A. Labor Labor cost for these items are considered in the installation of pipes

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per Hour = 0 E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. B.I. 90 elbow/B.I. Tee/ Bell Reducer/ Blind Flange/ Slip Flange/ Riser Nipple/ Threadolet/ Pipe Sleeve

pc

1.00

b. Consumables (5% of material cost)

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% of G I. Contractor's Profit (CP) 10%/8% of G J. Value Added Tax (VAT) 5% of (G + H + I) K. Total Unit Cost (G + H + I + J) Note : 1. Use this cost sheet for Item Nos. 1202(4)b, 1202(4)c, 1202(5)a, 1202(5)b, 1202(6)a, 1202(6)b, 1202(7)a, 1202(8)a and 1202(9)a.

253

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(7)

Fire Hose Valve siames 150 mm Ø x 2 w x 65 mm Ø with cap set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 2

3.00 3.00 3.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fire Hose Valve siames 150 mm Ø x 2 w x 65 mm Ø with cap b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

254

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(5)

Fire Hose Cabinet set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1 1 1

1.00 1.00 1.00

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fire Hose Cabinet b. Consumables (5% of material cost)

G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Expenses Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

15%/ 12%/ 10%/ 8% of G 10%/8% of G 5% of (G + H + I) (G + H + I + J)

255

Part E - Mechanical

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

1202(a1)

Fire Extinguisher set 1 set

Designation

Hourly Rate

Amount (PhP)

No. of Person/s

No. of Hour/s

1

0.50

No. of Unit/s

No. of Hour/s

Hourly Rate

Amount (PhP)

Unit

Quantity

Unit Cost

Amount (PhP)

set

1.00

A. Labor a. Unskilled Laborer

Labor Rates are variable per Region/District based on minimum wage as approved by DOLE. Refer to the Schedule of Labor Rates.

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fire Extinguisher

G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15%/ 12%/ 10%/ 8% I. Contractor's Profit (CP) 10%/8% J. Value Added Tax (VAT) 5% K. Total Unit Cost Note : 1. Use this cost sheet for Item Nos. 1202(a2), 1202(a3), 1202(a4), and 1202(a5)

256

Prices of materials are variable per Region/ District based on the prevailing unit prices in the locality which include payment of local taxes and hauling cost to the project site. Refer to the Construction Material Price Data established quarterly by Central Price Monitoring Committee.

of G of G of (G + H + I) (G + H + I + J)

Part E - Mechanical

DERIVATION OF THE DUPA COST SHEET CALCULATION OF PRODUCTIVITY OUTPUT 1. Set the output that you will measure. Works completed are useful aid for the computation of the output productivity if it could be quantified well. 2. Create a gang composed of a combination of Skilled Laborers and Unskilled Laborers and/or Equipment that will be used. 3. Set a monitoring period and monitor activities that are relative to the Item of work e.g., for Item 1003(1) – Ceiling Works relative works are the installation of frames and installation of boards. 4. Divide the total output by the input to get the productivity output.

CALCULATION OF MATERIALS FACTORS 1. Set the total quantity of work to be considered. 2. Estimate all the materials necessary for that certain output. Consider 5% waste factor. 3. Divide each material component by the total quantity of work. Table 1.0 Derivation of DUPA 1. Quantity = 63 sq.m. 2. Materials a. 4.5mm Fiber Cement Board/ 4.5 mm Marine Plywood/ 6 mm Marine Plywood/ 6mm Ordinary Plywood b.Metal Furring (size variable on plan and and specifications ) 3m length c. Carrying Channels d. Hanger Bars/Rod e. Channel clip f. Wall Angle g. Rivets h. 1" Metal Screw

TOTAL QTY

UNIT

FACTOR

23

pcs

0.365

71.25

pcs

1.131

22.5 63 378 15 882 252

pcs pcs pcs pcs pcs pcs

0.357 1.000 6.000 0.238 14.000 4.000

3. Labor a. Construction Foreman b. Skilled Laborer c. Unskilled Laborer

ACTIVITIES 1. Installation of metal frames

1 1 2

DURATION OF ACTIVITIES (in hrs) 28.4 22.28

2. Installation of Boards 50.68 hrs

CEILING WORKS

Production Output: Quantity of Work = 63 square meter = 1.243 sq.m./hr Time 50.68 hrs

257

258

SECTION C COSTING OF SUPPORT EQUIPMENT

259

260

C. 1 Guidelines in Considering Support Equipment (Lifting Equipment) for Construction of High-Rise Buildings In this manual, outputs in the DUPA were adjusted to compensate the difficulty of work (e.g. concrete works) for the construction of High-Rise Building. In cases where items of work shall need support equipment (lifting equipment) to finish the work, this manual provides guidelines in costing of such. Unlike with the construction of low-rise buildings, construction of high-rise buildings requires vertical transportation of resources (i.e. materials, labor, and equipment) in the construction site. Typically, vertical transportation is mainly achieved by the use of temporary lifting hoist, tower cranes and concrete pumping systems. Thus, this support equipment shall be included in the cost of the project as separate pay item of work. For this manual, it is suggested that the following costs shall be considered in the DUPA of Support Equipment: 1. 2. 3. 4.

Rental Rate of the Equipment Installation and Dismantling Cost Operation and Maintenance Cost Mobilization and Demobilization

In considering Support Equipment as separate item of work, choosing the most cost-efficient model/capacity and proper planning in the utilization are the major factors that affect the cost of the project. Different models/capacity have different costs, thus, choosing the right capacity and model will be beneficial for the project. Consideration in choosing the right equipment for costing in all your project may be guided by the following: 1. Resources to be lifted. It should be determined what resources shall be transported by the support equipment, be material, workers and/or equipment. Passenger hoists are preferably used to transport workers to the designated construction floor level. However, if considering that the construction elevator shall be used to deliver both materials and people, the estimator shall check the volume/weight of people versus the materials to be delivered. In cases wherein vast volume of building parts, construction materials (e.g. wide flanges, reinforcing bars, or even concrete) and equipment are required to be delivered vertically on the construction site, tower cranes are recommended to be utilized in the project.

261

2. Range, Height, and Weight Requirement Another factor to be considered is the range, height and weight requirement of the equipment to be utilized. The estimator should consider how to attain optimum resources delivery on the project. Temporary construction elevators/hoists are used to lift resources on a fixed point of the construction site, thus require manual efforts to move resources horizontally. Unlike construction elevators/hoists, tower cranes are more versatile since resources can be transported vertically and horizontally at the project site. Take into considerations that the equipment will be supported by the structure as the building rises, thus, coordination with the structural designer shall be undertaken. To use tower cranes, the following factors should be considered:  Maximum free-standing height of the crane  Maximum braced height of the crane  Weight, dimensions, lift height and radius of the heaviest loads 3. Safety Regulations and other Local Ordinances Utilization of these equipment may cause safety hazards not only within the construction premises but also with the surrounding environment. Such hazards are crush and falling hazard. To mitigate such risk, most of the local government units requires assemble and dismantling plan as well as strict safety certification. For example in utilizing tower cranes, maximum height and possible available headroom which can be developed are need to be considered specially to areas near airports. Another vital factor which affects the cost for the support equipment is the duration of usage of the equipment. It requires proper planning when such equipment will be utilized. For example, during the structural works, tower cranes may be used in lifting structural members, RSB and even delivery of fresh concrete by the used of buckets. However, during lifting of materials involved in the architectural works, construction elevator/hoist are more likely being used. It is also recommended to haul materials for interior works prior to enclosure of the building perimeter. As a requirement in the approval of POW/DUPA and ABC, Project Schedule may be an aid for the estimator in determining the duration of usage of the equipment.

262

SECTION D CALCULATION OF CYCLE TIME FOR HAULING EQUIPMENT

263

264

E. COMPUTATION OF LABOR RATES E.1 BASIS OF COMPUTATION The estimated labor rates for each region/district office were computed in accordance with D.O. 40, Series of 2009, Re: Guidelines for the establishment of Construction Materials Price Data, Standard Labor and Equipment Rental Rates (or latest issuance), and based on the minimum wage rate as published by the National Wages and Productivity Commission, Department of Labor and Employment (DOLE). The computed labor rates including all component costs such as basic wage plus emergency cost of living allowance (ECOLA) and worker's statutory monetary benefits and others are in accordance with the existing laws and government regulations. It shall be updated as the need arises based on the latest issuances for new minimum wages by the NWPC/DOLE and/or any amendments to the benefits of the workers. E.2 CONDITIONS IN THE USAGE OF THE LABOR RATES CASE I - In cases where project/s traverse/s certain barangays, municipalities, towns or cities (with varying labor rates) of a concerned DEO, the average labor cost of the said places shall be utilized by the DEO. CASE II - In cases wherein project/s traverse/s certain provinces within the jurisdiction of only one (1) Regional Office, the average labor cost of the said Regional Office shall be utilized. CASE III - In cases wherein project/s passes numerous provinces within the jurisdiction of two (2) or more Regional Offices, the average labor cost of the said Regional Office with the longest work coverage or with largest major scope of works shall be utilized.

265

266

E.3 SAMPLE TABULATION OF LABOR RATES DPWH - NCR LOCATION : Cities of Caloocan, Las Piñas, Makati, Malabon, Mandaluyong, Manila, Marikina, Muntinlupa, Navotas, Parañaque, Pasay, Pasig, Quezon, San Juan, Taguig and Valenzuela and the Municipality of Pateros DATE OF ESTIMATE : February 2015 RESOURCE 13TH RATE BASIC WAGE SOCIAL BENEFITS LABOR COST DESCRIPTION LEAVES CODE MONTH PER FACTOR NO. DAILY MONTHLY PAY SSS/EC PHILHEALTH PAG-IBIG MONTH 1 2 3 4 5 6 7 8 9

Foreman Leadman Heavy Equipment Operator Highly Skilled Labor Light Equipment Operator Driver Skilled Labor Semi-skilled Labor Unskilled Labor

1.80 1.65 1.50 1.50 1.40 1.30 1.30 1.20 1.00

838.80 768.90 699.00 699.00 652.40 605.80 605.80 559.20 466.00

20,970.00 19,222.50 17,475.00 17,475.00 16,310.00 15,145.00 15,145.00 13,980.00 11,650.00

838.80 768.90 699.00 699.00 652.40 605.80 605.80 559.20 466.00

1,747.50 1,601.88 1,456.25 1,456.25 1,359.17 1,262.08 1,262.08 1,165.00 970.83

1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 1,090.00 999.30 822.70

NOTE: Minimum Wage Rate Basic Daily Compensation

= PhP 466.00 = Minimum Wage multiplied by the Labor Cost Index of each category

Leaves (Service Incentive Leave/ Maternity/Paternal)

= Basic Daily Wage * 25 days per month* 12/300 days

Bonus, 13th Month Pay SSS Contribution Philhealth Pag-Ibig Employer's Compensation Contribution Monthly Rate Daily Rate Hourly Rate

= = = = = = = =

Basic Monthly Wage / 12 Graduated Amount Representing Employee's Contribution Graduated Amount Representing Employee's Contribution 2% of Basic Monthly Compensation below P5,000.00 and P100.00 above P5,000.00 P 10.00 Basic Monthly Wage + Leaves + 13th Month Pay + Social Benefits Monthly Rate / 25 days per month Daily Rate / 8 h per day

250.00 237.50 212.50 212.50 200.00 187.50 187.50 162.50 137.50

100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00

24,996.30 23,020.78 21,032.75 21,032.75 19,711.57 18,390.38 18,390.38 16,966.00 14,147.03

RATE PER DAY

RATE PER HOUR

999.85 920.83 841.31 841.31 788.46 735.62 735.62 678.64 565.88

124.98 115.10 105.16 105.16 98.56 91.95 91.95 84.83 70.74

268

SECTION F EQUIPMENT RENTAL RATES

269

270

F. EQUIPMENT RENTAL RATES Rental of equipment presented in the Detailed Unit Price Analysis (DUPA) are based on the prevailing “Association of Carriers and Equipment Lessors, (ACEL) Inc.” rental rates approved for use by the DPWH (Presently it is the 2014 ACEL Rates). Rental rates of equipment not indicated in the ACEL booklet shall be taken from the rental rates prepared by the Bureau of Equipment. For simplicity in computation, the operated rental rates are preferred over the bare rental rates as the former includes operator’s wages, fringe benefits, fuel, oil, lubricants and equipment maintenance. F.1

List of equipment adopted in the standard DUPA with make, model and capacity DESCRIPTION

1. Earthmoving Equipment 1.1 Bulldozer 1.2 Payloader 1.3 Motorized Road Grader 2. Compaction Equipment 2.1 Plate Compactor 3. Lifting Equipment 3.1 Crawler Crane 3.2 Crawler Crane 3.3 Crawler Crane 3.4 Truck Mounted Crane 3.5 Truck Mounted Crane 3.6 Truck Mounted Crane 3.7 Truck Mounted, Scissor Lift, Terrain 4. Excavating Equipment 4.1 Backhoe 4.2 Backhoe w/ Breaker 4.3 Backhoe, Wheel Mounted 4.4 Portable Breaker 5. Foundation Equipment 5.1 Diesel Hammer 5.2 Vibro Hammer Vibro Hammer w/ Hydraulic Power 5.3 Pack 5.4 Vibro Hammer 5.5 Drilling Rig 6 Concreting Equipment 6.1 Concrete Screeder 6.2 Concrete Paver 6.3 One Bagger Mixer 6.4 Transit Mixer 7 Hauling Equipment 7.1 Dump Truck 7.2 Cargo/Service Truck 7.3 Boom Truck 7.4 Cargo/Service Truck 7.5 Water Truck/Pump 8 Air Equipment 8.1 8.2 8.3 8.4 8.5 8.6 8.7

Air Compressor Air Compressor Air Compressor, Portable Air Compressor Diamond Drill Jackhammer Pneumatic Drilling Machine

FLYWHEEL HORSEPOWER

MODEL

CAPACITY

D6H SERIES II PSDS/DD LX80-2C G710A

1.50 m /1.95 yd

3

3

400-500 Gasoline Engine All Models All Models All Models All Models All Models All Models Gas/Diesel Driven

21-25 mt 36-40 mt 41-45 mt 20-25 mT 31-35 mt 41-45 mt

165 110 140

PhP PhP PhP

3,379.00 1,733.00 2,173.00

5

PhP

123.00

145 190 190 200 238 246

PhP PhP PhP PhP PhP PhP PhP

1,522.00 1,902.00 2,151.00 1,631.00 1,861.00 2,606.00 1,386.00

99 99 50 4

PhP PhP PhP PhP

1,537.00 1,998.10 922.00 129.38

40 ft hts x 46 ft range

SE 130 LC-2 0.80 m3/1.04 yd3 3 3 SE 130 LC-2 0.80 m /1.04 yd 3 3 PW60N-1 0.28 m /0.37 yd WACKER PORTABLE PETROL BREAKER, BHF30S

RENTAL RATE

K25 - DSL DPD600T Hydraulic Pile Driver

7500 kg-m 60 ton

201

PhP PhP

1,286.00 2,123.00

MHF12 w/ Hyd Power Pack

120 kN-m

222

PhP

4,118.00

VIBRO FONCEUR, PTC25H1A

45000 kg-m

272.22

PhP

3,069.00

300

PhP

12,637.00

5.50

175

PhP PhP PhP PhP

545.00 6,765.00 172.00 1,318.00

C.M.V. TH18/65, 200 mm Ø 65 m depth & 18000 kg-m Drill Torque Wacker Truss Screed COMMANDER III, FOUR-TRACK All Models

4-6 ft3/min 5-6 yd3

All Models All Models All Models All Models All Makes

12 yd 2-5 mt 2-5 mt 9-10 mt 16000 L

290 160 160 270 360

PhP PhP PhP PhP PhP

1,420.00 783.00 1,017.90 1,212.00 2,450.00

356-450 cfm 161-185 cfm 120-160 cfm 15-35 cfm

130 69 51 20

PhP PhP PhP PhP PhP PhP PhP

965.00 502.00 450.00 205.00 201.25 150.00 170.00

All All All All

Models Models Models Models CP-8

271

3

DESCRIPTION 9 Pumping Equipment 9.1 Water Pump, 100 mm suction Ø 9.2 Water Pump, 100 mm suction Ø 9.3 Pumpcrete DESCRIPTION 10 Power Generating Equipment 10.1 Generator Set 10.2 Generator Set DESCRIPTION 11 Shop Equipment 11.1 Welding Machine 11.2 Welding Machine DESCRIPTION 12 Special Support Equipment 12.1 Chainsaw 13. Miscellaneous Equipment 13.1 Concrete Vibrator 13.2 Bar Cutter 13.3 Bar Bender 14. Others

OUTPUT/DISCHARGE (lpm)

SOLID SIZE FLYWHEEL CAPACITY (mm) HORSEPOWER

2,667 1,800

50

16 7.50 CAPACITY

MODEL

kW

kVA

All Makes All Makes

301-350 kW 700 kW

375 875

MODEL

AMPERES

FLYWHEEL HORSEPOWER

Electric Driven/DC Output Gas/Diesel Driven

500 300

MODEL

CAPACITY

48 FLYWHEEL HORSEPOWER

RENTAL RATE

PhP PhP PhP

266.25 123.38 2,076.00

RENTAL RATE PhP PhP

872.87 2,147.27

RENTAL RATE

PhP PhP

391.00 371.00

RENTAL RATE

HUSQVARNA 2100 CD with CR22, 7 ft Reach, 9 in Standard Blade

PhP

75.36

Flexible Shaft Type 2" Head Ø with 5 Amperes Gasoline Drive Unit 25 mm Maximum Rebar Ø (Grade 40), Single Phase 25 mm Maximum Rebar Ø, Three Phase

PhP PhP PhP

91.25 219.75 351.50

20 mt

PhP PhP PhP

5,000.00 1,265.00 45.45

PhP

65,000.00

Pile Integrity Testing & accessories 14.5 (includes professional fee of Strcutural Engineer and reports)

PhP

37,000.00

Dynamic Pile Testing 14.6 (includes professional fee of Structural Engineer)

PhP

103,000.00

14.1 Drop Hammer w/ accessories 14.2 1 Air Compressor w/ 2 Jack Hammer 14.3 Cutting Outfit Pile Integrity Testing (Sonic) & accessories 14.4 (includes professional fee of Strcutural Engineer and reports)

14.7 Lighting System/Tower Lights 14.8 14.9 15 15.1

Tower Height = 28 ft, No. of Lights = 4 x 1000 watts, hp = 10.50 Generator = 5 kW

PhP PhP PhP PhP

Bentonite Bin Bentonite Mixer SPT & Desanding Machine Tremie Pipe Set DESCRIPTION

16 Tower Crane 16.1 Topless 16.2 Topless 16.3 Topless 16.4 Topless 16.5 Topless 16.6 Topless

Tower Tower Tower Tower Tower Tower

Crane Crane Crane Crane Crane Crane

PhP

MODEL

CAPACITY

MDT 98-1.2M MDT 128 MDT 132 G8 MDT 162 H8 MDT 178 MDT 192 - H12

55M x 6T/1.2T 55M x 6T/1.6T 55M x 8T/1.6T 60M x 8T/ 1.8T 60M x 8T/ 1.5T 60M x 12T/ 2.2T

272

FLYWHEEL HORSEPOWER

543.50 280.00 173.00 559.00 320.00

RENTAL RATE PhP PhP PhP PhP PhP PhP

4,221.00 5,664.00 8,605.00 8,895.00 6,419.00 8,390.00