Bureau of Construction
Cost Estimation Manual
for Low Rise Buildings
._T
Department of Public Works and Highways
Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE SECRETARY
Manila
2 2 NOV 2011
-
DEPARTMENT ORDER
)
137
.)
NO.
Series of 201~
l
SUBJECT: Cost Estimation Manual for Low
Rise Buildings
~.""'"'7
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 Low Rise Buildings in the determination of unit cost of Pay Items of Work involved in
the construction and repair/retrofitting of low 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 numb8'r 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. OS, Series
of 2017.
This Order shall take effect immediately.
~~---MARK A. VILLAR'
SecretarY
6.1.3 CSSD/BOC
Depa,trrent
of Public Works and Highways
Office of the Secretary
1111111111111I11111111111111111111111
WIN7W02039
('
FOREWORD
Consistent
with
its commitment
to excellence,
Highways (DPWH) has continuously
formulated
the
Department
of Public Works and
and developed guides and techniques in
various fields of the construction process. This is to ensure the highest standards of outputs
at the right cost. The DPWH has always endeavored to standardize all its processes to
facilitate prompt and efficient response to the needs of the Filipino people.
This Cost Estimation
Manual for Low Rise Buildings provides Standard Cost Sheets for
common pay items of work in 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) in tt1e implementation
DPWH infrastructure
projects.
~~
MARK A. VILLAR
Secretary
Department of Public Works and Highways
Office of the Secretary
1111111111111111111111111111111111111
WIN7W02039
of various
COST ESTIMATION MANUAL FOR LOW RISE BUILDINGS
TABLE OF CONTENTS
F()FlE:,",()Fl[) -------------------------------------------------------------------------------------------------TABLE: ()F C() NTE:NTS- - - - ------ - - - ---------[)E:FINITI()N
UNITS,
- - ---- - ---- - - --- - - ------ - - - ----- - ---- - --- -
() F TE:FlMS ----------------------------------------------------------------------------------
ABBFlE:VIATI()NS
AN[)
ACFl()NYMS-----------------------------------------------
PFlE:FACE:------ - - - - - - - - - - - ------- - - - ----------
ii
iii
vi
- - ---- - ---- - - ---- - - ----- - - - ----- - ---- ---- ----- -
vii
INTFl()[)UCTI()N----------------------------------------------------------------------------.
1
G E:N E:FlAL N ()TE:S- - - - - - --------
2
- - - ---------
- - - ---- - ---- - - ---- - - ----- - - ------ - --- ---- --- - - -- - -
A. C()ST E:STIMA TI()N PFl()CE:SS -----------------------------------------------------------------------
4
B. STAN[)AFl[)
SHE:E:TS -------------------------
10
B.1 Summary Table of Items of Work and Description --------------------------------------------.
11
Part A - Earthworks ---------------------------------------------------------------------------------.
23
[)E:TAILE:[) UNIT PFlICE: ANALYSIS
([)UPA)
.f
Part B - Plain and Reinforced Concrete Work ---------------------------------------------------
38
Part C - Finishing-------------------------------------------------------------------------------------,
49
Part D - Electrical -----------------------------------------------------------------------
202
Part E - Mechanical -----------------------------------------------------------------------
252
C. CALCULATI()N
()F CYCLE: TIME: F()Fl HAULING
C.1 Estimated travel speed, loading/unloading
E:QUIPME:NT ------------------------------
272
time & allowance for delay --------------------
273
C.2 Formula for the calculation of dump truck travel time ----------------------------------------.
273
C.3 Computation of cycle time -------------------------------------------------------------------------.
273
[). C()M PUT ATI()N ()F LAB()Fl FlATE:S -----------------------------------------------------------------
274
D.1 Basis of Com putation' -------------------------------------------------------------------------------.
275
D.2 Condition for the usage of the labor rates ------------------------------------------------------.
275
D.3 Sample tabulation of labor rates for NCR --------------------------------------------------------
276
E:. E:QUIPME:NT FlE:NTAL FlATE:S ------------------------------------------------------------------------.
E.1 List of equipment adopted in the standard DUPA with make, model and capacity -------
ii
277
278
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.
Oetailed Unit Price Analysis (OUPA)
- 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
.J
- 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 Oata (CMPO)
- 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 va.
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.
Low Rise Building
"One-storey up to 5-storeys in height, i.e. from 3.00 m up to a maximum of
15.00 meters above established grade; while not generally requiring an elevator if the
building/structure is purely residential use; fire escapes and other safety systems are
mandatory for all low-rise buildings/structures."
Source:
iv
Implementing Rules and Regulations of
the National Building Code of the
Philippines (PD 1096), 2005 Revised
Edition
UNITS AND ABBREVIATIONS
ACRONYMS
0
AASHTO American Association of State Highway
and Transportation Officials
ABC
Approved Budget for the Contract
Air Cooled Condensing Unit
ACCU
Association of Carriers and Equipment
ACEL
Lessors, Inc.
ACP
Asphalt Concrete Pavement
American Society for Testing and Materials
ASTM
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
"
%
A
bd-ft
dm
cm
cyl
ea
ft
ft3
Ga/#
gal
h
ha
hp
kg
km
L
Is
m
m2
m3
min
mm
mt
pc
PhP
psi
thk
tph
yd3
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
RO
Regional Office
RPM Raised Pavement Markers
RSB Reinforcing Steel Bar
R_SC 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
TWHN Thermoplastic 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 Low
Rise Buildings, encloses the scheme of deriving the unit cost of common items of work in
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).
Since the Department also implements the construction of vertical structures like
buildings, the Bureau of Construction sees the necessity of establishing guidelines in
estimating cost for 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 Low Rise Buildings (up to five
storeys) which the Department is more involved of.
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 building
projects implemented by the DPWH but may also be used in general building construction.
Sources in the formulation of this manual were collated data from previously implemented
projects of the Bureau, contributed by nonetheless, its experienced engineers who have long
years of involvement in project implementation.
vii
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.
The bulk of the involvement of the DPWH is in the construction of horizontal structures.
However, being one of the construction agencies of the government, it has been implementing
various vertical projects, specifically Low Rise Buildings (up to five (5) storey). It has also been
providing technical assistance on building construction to its own Implementing
other government
cost estimation
preparation,
Offices and
agencies. Hence, as technical assistance and capacity building tool, this
manual is formulated
to establish a uniform
basis or reference in the
review and evaluation of Detailed Unit Price Analysis (DUPA) and Approved
Budget for the Contract (ABC) particularly for government
building projects. Further, this
manual aims to improve the accuracy of cost estimates and to facilitate a more efficient review
and evaluation of DUPA and Program of Works (POW) prepared by the Implementing Offices.
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). This manual is limited only
to unit cost derivation, thus, methods and techniques in quantity take off are not discussed.
1
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 ACELGuidebook of 2014.
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 Payloaderwill 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/POWand 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 ACELGuidebook or
the Bureau of Equipment Rental Ratesguidelines.
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) field engineers during
construction of projects being implemented by the BOC.Any deviation to suit actual site
condition that tends to increase the total unit cost shall be subjected for approval by
the BOC.
2
8.
The application of Mark-Up (OCM and Profit) shall be in accordance with the ranges of
the Total Estimated Direct Cost (EDe) of the project as prescribed under D.O. No. 197,
Series of 2016 or latest issuance.
9.
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.
10. 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. 71, Series of 2012
or latest issuance.
,J
3
SECTION A
COST ESTIMATION PROCESS
.J
4
A. COST ESTIMATION PROCESS
Consultant
UPMO
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 .
. ..0
3. The District Engineer shall approve the ABC & POW, if the project is within the Itmits of
authority delegated to him/her.
4. If beyond the authority
Construction
of the DEO, forward the DUPA, ABC & POW and Approved
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
quantities
and delete/add
pay item/s in the submitted construction
in the
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.
5
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
respectively,
for
Bureau of Construction
review/evaluation
(BOC) and Bureau of Design (BOD)
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 8r. 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,
Conduct of Pre-Procurement,
Procurement, and Implementation
S. 2011 Re:
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
Authorities
Order No. 54, Series of 2011 - Revised Limits of Responsibilities and
of Concerned
DPWH Offices and Officials
Procurement, Procurement, and Implementation
Civil Works Project.
6
in the Conduct
of Pre-
Activities for DPWH Locally-Funded
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. 96, Series of 2016.
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 l'!1anual, 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 gOO-Concrete Works
Forema n------------------------------------1
Skilled Worker (Mason, carpenter)----Unskilled Labor----------------------------
2
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 gOO-Concrete Works
Volume of Concrete = 21.50 cubic meter
Number of hours to complete the work which includes setting of equipment
accessories, batching, delivery and pouring of concrete=
(6.85 hr)
Type and number of manpower utilized during pouring
Forema n---------------------------------1
Skilled Worker (Mason, Carpenter) --- 2
Unskilled Labor---------------------------
6
7
and
6 hours and 21 minutes
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
J
DETAILED UNIT PRICE ANALYSIS
Ilsm No.!Descnplion
900
(DUPA)
Structural Concrete
m'
Unn of Measurement
Oulpuf per hour
3.72 m3
Designation
No. ofPersonis
No. of Houris
Hourly Rate
Amount (PhPI
1
2
6
tOO
100
tOO
12943
9510
73.26
19020
No of Unit/s
No. of HourIs
Hourly Rate
Amount (PhPI
2
1
1.00
0.27
91.25
2,076.00
18250
A. Labor
a Construction Foreman
b..Skilled laborer
c Unskilled Laborer
Sub· Total for A
Name and Capacity
12943
439.56
75$.19
B. Equipment
a. Concrete Vibrator
b Pumpc"'le
Minor Tools (10% of tebor Cost)
Sub· Total for B
560 52
743.02
1,50221
C.
D. Outpul per Hour
E. Direct Von Cos! (C .• 0)
403 82
Name and Specification
Unit
QlIIII1tity
Unit Coal
Amount (PhPI
105
3.475 GO
3,64875
F. Materials
a. Ready Mix, Class All/Class
ays/14 days! 28 days
B/Class CiClass P, 7
8
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
.J
9
SECTION B
STANDARD DETAILED UNIT
PRICE ANALYSIS (DUPA)
SHEETS
.J
10
B.1 SUMMARYTABLEOF ITEMSOFWORKAND DESCRIPTION
I-
ITEM NO.
DESCRIPTION
PAGE NO.
PART A
EARTHWORKS
800( 1)
Clearing and Grubbing (m2)
23
800(2)
Clearing and Grubbing (I.s.)
24
800(3)a
Individual Removal of Trees (Small a, 150mm 0-300 mm 0)
25
800(3)b
Individual Removal of Trees (Small b, above 300 mm 0 up to
500 mm 0)
26
800(3)c
Individual Removal of Trees (Small c, above 500 mm 0 up to
750 mm 0)
27
800(3)d
Individual Removal of Trees (Small d, above 750 mm 0 up to
900 mm 0)
28
800( 4)
Individual Removal of Trees (large, above 900 mm 0 )
29
803( 1)a
Structure Excavation (Common Soil)
30
803( 1)b
Structure Excavation (Soft Rock)
31
803( 1)c
Structure Excavation (Hard Rock)
32
803(2)
Trimming Works
803(3)
Soil Stabilization
34
804( 1)a
Embankment from Structure Excavation
35
804( 1)b
Embankment from Common Borrow by Equipment
36
804( 4)
Gravel Bedding
37
PART B
PLAIN AND REINFORCED CONCRETE WORKS
.J
33
900
Structural Concrete (Ready Mix, Class AA/Class A/Class
B/Class C/Class P/Seal Concrete,
7 days/14 days/ 28 days)
38
900( 1)
Structural Concrete for Footing and Slab on Fill ( Ready Mix
Concrete, Class A, 7 days/14 days)
39
900( 1)
Structural Concrete for Footing Tie Beam, Column, Suspended
Slab, Girder/Beam (Ready Mix Concrete, Class A, 7 days/14
days)
40
11
Summary Table of Items of Work and Description
.
PAGE NO.
ITEM NO.
DESCRIPTION
900( 1)c2
Structural Concrete for Footing and Slab on Fill (Class A, 28
days)
41
900( 1)
Structural Concrete for Footing Tie Beam, Column, Suspended
Slab, Girder/Beam (Class A, 28 days)
42
901 ( 1)
Lean Concrete (Ready Mix, 28 days)
43
901(1)
Lean Concrete (Manual Mixing)
44
902( 1)
Reinforcing Steel of Reinforced Concrete Structures for OneStorey, Grade 40/Grade 60
45
902(1 )
Reinforcing Steel of Reinforced Concrete Structures for Two
upto Five Storey, Grade 40/Grade 60
46
903(2)
Formworks and Falseworks (for two to five-storey building)
47
903(2)
Formworks and Falseworks (for one-storey building)
48
PART C
FINISHING
1OOO( 1)
Soil Poisoning
1001 (1 )a
50mm0-100mm0
PVC Pipe, Series 600/ Series 1000
50
1001 (1 )a
150 mm - 300 mm 0 PVC Pipe, Series 600/ Series 1000
51
1001 ( 1)b 1
150 mm 0 Concrete Pipe
52
49
'.
1001 (1 )b2
200 mm 0 Concrete Pipe
53
1001 (1 )b3
250 mm 0 Concrete Pipe
54
1001 (1 )b4
300 mm 0 Concrete Pipe
55
1001 (1 )b5
350 mm 0 Concrete Pipe
56
1001 (1 )c
50 mm 0 - 100 mm 0 High Density Polyethylene (HOPE) Pipe
57
1001 (1 )c
150 mm 0 - 300mm 0High Density Polyethylene (HOPE) Pipe
58
1001 (2)
PVC/HDPE Fittings
59
1001 (3)
Concrete Gutter
60
1001 (6)
Catch Basin (Concrete/CHB)
61
1001 (7)
Junction Box (Concrete/CHB)
62
1001 (8)
Sewer Line Works (lump sum)
63
12
Summary Table of Items of Work and Description
ITEM NO.
DESCRIPTION
1001 (9)
Storm Drainage and Downspout (lump sum)
64
1002(2)a
13 mm 0 - 50 mm 0 Galvanized Iron Pipe
65
1002(2)a
65 mm 0 - 150 mm 0 Galvanized Iron Pipe
66
1002(2)
Galvanized Iron Fittings
67
1002(3)a
13 mm 0 - 50 mm 0 Polyprophylene Random Copolymer (PPRC) Pipe, PN 10/ PN 16/ PN 20
68
1002(3)a
63 mm 0 - 100 mm 0 Polyprophylene Random Copolymer (PPR
C) Pipe PN 10/ PN 16/ PN 20
69
1002(3)
Polyprophylene Random Copolymer (PPR-C) Fittings
70
1002(4)a
13 mm 0 - 50 mm 0 Polyvinyl Chloride (PVC) Pipe, Blue
71
1002(4)a
65 mm 0 - 100 mm 0 Polyvinyl Chloride (PVC) Pipe, Blue
72
1002(4)
Polyvinyl Chloride (PVC) Fittings, Blue
73
1002(5)
Plumbing Fixtures
74
1002(5)
Water Closet! Urinal with Complete Accessories
75
1002(5)
Kitchen Sink/Scrub Up Sink/Slop Sink with Complete
Accessories
76
1002(5)
Wall Hung/Countertop/Under
Accessories
1002(5)h
Floor Drain Plates
78
1002(5)
Soap Holder (Toilet Soap/ Liquid Soap)
79
1002(5)
Toilet Tissue Holder/Dispenser
80
1002(5)
Bidet! Faucet! Hose Bibb
81
1002(5)n
Stainless Steel Grab bar
82
1002(5)0
Shower head/ Shower Valve
83
1002(5)p
Facial Mirror
84
1002(6)
Cold Waterline Pipes and Fittings
85
1002(7)
Hot Waterline Pipes and Fittings
86
1003(1 )
4.5mm Fiber Cement Board/ 4.5 mm Marine Plywood/ 6 mm
Marine Plywood/ 6mm Ordinary Plywood on Metal Frame Ceiling
87
PAGE NO.
.J
Counter Lavatory with Complete
13
77
Summary Table of Items of Work and Description
ITEM NO.
DESCRIPTION
1003(1 )a
4.5mm Fiber Cement Board/ 4.5 mm Marine Plywood/ 6 mm
Marine Plywood/ 6mm Ordinary Plywood in Wood Framing
Ceiling
88
1003( 1)e
Gypsum Board on Metal Frame Ceiling
89
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
90
1004(2)
Finishing Hardware
91
1005
Residential Casement Steel Windows/ Heavy Duty Side-hinged
Ventilator/ Projected Ventilator/ Awning Ventilator/ Grille Window
92
1006
Hollow Steel Door/ Steel Flush Door/ Grille Door/ Steel Louver
Door
93
1006(5)
Fire Rated Fire Exit Steel Door
94
1007
Aluminum Glass Door (Sliding Type/Swing Type)
95
1008
Aluminum Glass Window (Sliding/ Casement! Awning/ Fixed
Type)
96
1009( 1)a
Jalousie Window (Glass)
97
101 O( 1)
Frames (Jambs, Sill, Head, Transoms and Mullions)
98
1010(2)a
Hollow Core Flush Door
99
1010(2)b
Wooden Panel Door
100
1011(1 )
Steel/ Aluminum Roll Up Door
101
10 12( 1)
Tempered Glass Door (10 mm/ 12mm)
102
10 12( 1)
Tempered Glass Windows (8 mm/ 10mm)
103
10 13( 1)
Corrugated Metal Roofing
104
1013(2)
Fabricated Metal Roofing Accessory (Ridge/Hip
Rolls/Flashings/Counter FlashingNalley Roll)
105
1013(2)c
Fabricated Metal Roofing Accessory (Gutter)
106
1014
Prepainted Metal Sheets (Corrugated, Short Span/ Long Span,
below 0.427 thk/ above 0.427 thk)
107
1014
Prepainted Metal Sheets (Rib Type, Short Span/ Long Span,
below 0.427 thk/ above 0.427 thk)
108
Waterproofing
109
10 16( 1)a
PAGE NO.
Cement Base
14
Summary Table of Items of Work and Description
ITEM NO.
DESCRIPTION
10 16( 1)b
Liquid Waterproofing
110
1016(2)
Built-up and Preformed Membrane
111
1017
50mm 0 - 100mm 0 Roof Drain/Canopy Drain/ Gutter
Drain with Strainer
112
10 18( 1)
Glazed Tiles and Trims
113
1018
Unglazed Tiles/ Granite Tiles/ Synthetic Granite Tiles
114
10 19( 1)
Wood TUes (Narra, Tanguile, others)
115
10 19( 1)d
Laminated Wood Tiles
116
1020(1 )
Vinyl Tiles
117
1021(1)a
Plain Cement Floor Finish
118
1021(3)
Floor Topping
119
1023(1 )
Granolithic Marble Work
120
1024(1 )
Pea Gravel Finish
121
1026( 1)
Pebble Washout Finish
122
1027(1)
Cement Plaster Finish
123
1032(1 )a
Painting Works (Masonry Painting)
1032(1 )b
Painting Works (Wood Painting)
125
1032(1 )c
Painting Works (Metal Painting)
126
1032(2)
Varnishing Works
127
1032(4)
Ducco Finish
128
1034( 1)
Damproofing (Polyethylene Sheets)
129
1038( 1)
Reflective Insulation
130
1042(1)
Stainless Steel Door and Frames
131
1043( 1)
PVC Doors and Frames (set)
132
1045( 1)
Perforated Aluminum Ceiling Panels
133
1046
100 mm CHB Non Load Bearing/Load Bearing (including
Reinforcing Steel)
134
1046
150mm CHB Non-LoadBearing/
Reinforcing Steel)
135
PAGE NO.
.J
Load Bearing (including
15
124
Summary Table of Items of Work and Description
-
ITEM NO.
DESCRIPTION
PAGE NO.
1047(1)
Structural Steel Roof Framing
136
1047(2)a
Structural Steel Roof Framing
137
1047(2)b
Structural Steel Roof Truss
138
1047(2)c
Structural Steel Purlins
139
1047(3)a
Metal Structure Accessories (Anchor Bolts)
140
1047(3)b
Metal Structure Accessories (Sag rods)
141
1047(3)c
Metal Structure Accessories (Turnbuckle)
142
1047(3)d
Metal Structure Accessories (Crossbracing)
143
1047(4)
Metal Structure Accessories (Crossbracing)
144
1047(5)
Metal Structure Accessories (Steel Plates)
145
1048(1 )
Carbon Fiber (1 layer)
146
1048(2)
Glass Fiber
147
1049( 1)a
Jet Grouting (0.80 m diameter)
148
1052(1 )
Untreated Timber Piles, furnished
149
1052(2)
Treated Timber Piles, preserved, furnished
1052(3)
Steel H-Piles, furnished
151
1052(4)a.1
Precast Concrete Piles, furnished
(400mm x 400mm - type A)
152
1052(4)a.2
Precast Concrete Piles, furnished
(400mm x 400mm - type B)
153
1052(4)b.1
Precast Concrete Piles, furnished
(450mm x 450mm - type C)
154
1052(4)b.2
Precast Concrete Piles, furnished
(450mm x 450mm - type D)
155
1052(5)a
Precast, Prestressed Concrete Piles, furnished
(400 mm x 400 mm)
156
1052(5)b
Precast, Prestressed Concrete Piles, furnished
(450 mm x 450 mm)
157
1052(6)
Structural Steel Sheet Piles, furnished
158
1052(7)a
Precast Concrete Sheet Piles, furnished (0.50 m x 0.35 m)
159
16
.J
150
Summary Table of Items of Work and Description
ITEM NO.
DESCRIPTION
PAGE NO.
.
1052(7)b
Precast Concrete Sheet Piles, furnished (0.50 m x 0.35 m),
'Ready Mix Concrete)
160
1052(8)
Untreated Timber Piles, driven
161
1052(9)
Treated Timber Piles, driven
162
1052(10)
Steel H-Piles, driven
163
1052( 11)
Steel Pipe Piles, furnished and driven
164
1052(12)
Structurql Steel Sheet Piles, driven
165
1052(13)
Precast Concrete Sheet Piles, driven
166
1052(14)a
Precast Concrete Piles, driven (soft strata)
167
1052(14)b
Precast Concrete Piles, driven (hard strata)
168
1052(15)a
Precast, Prestressed Concrete Piles, driven (soft strata)
169
1052( 15)b
Precast, Prestressed Concrete Piles, driven (hard strata)
170
1052( 16)a
Test Piles, furnished and driven (type A, B, C or D), soft strata
171
1052( 16)b
Test Piles, furnished and driven (type A, B, C or D), hard strata
172
1052(17)a
Concrete Piles cast in Drilled Holes, 0.80 m 0, fc' = 28 MPa
.J
(ordinary soil condition)
173
1052( 17)b
Concrete Piles cast in Drilled Holes, 1.00 m 0, fc' = 28 MPa
(ordinary soil condition)
174
1052( 17)c
Concrete Piles cast in Drilled Holes, 1.20 m 0, fc' = 28 MPa
(ordinary soil condition)
175
1052( 17)d
Concrete Piles cast in Drilled Holes, 1.50 m 0, fc' = 28 MPa
(ordinary soil condition)
176
1052( 17)e
Concrete Piles cast in Drilled Holes, 1.80 m 0, fc' = 28 MPa
(ordinary soil condition)
177
1052( 17)f
Concrete Piles cast in Drilled Holes, 2.00 m 0, fc' = 28 MPa
(ordinary soil condition)
178
1052(18)a
Concrete Piles cast in Steel Shells, furnished and driven
179
1052(18)b
Concrete Piles cast in Steel Shells, furnished and driven (Ready
Mix Concrete)
180
1052(19)a
Concrete Piles cast in Steel Pipes, furnished and driven
181
1052( 19)b
Concrete Piles cast in Steel Pipes, furnished and driven (Ready
Mix Concrete)
182
17
Summary Table of Items of Work and Description
ITEM NO.
DESCRIPTION
1052(20)
Pile Shoes
183
1052(23)a
Bored Piles, 0.80 m 0 (ordinary soil condition)
184
1052(23)b
Bored Piles, 1.00 m 0 (ordinary soil condition)
185
1052(23)c
Bored Piles, 1.20 m 0 (ordinary soil condition)
186
1052(23)d
Bored Piles, 1.50 m 0 (ordinary soil condition)
187
1052(23)e
Bored Piles, 1.80 m 0 (ordinary soil condition)
188
1052(23)f
Bored Piles, 2.00 m 0 (ordinary soil condition)
189
1052( 24)a
Permanent Casing (0.80 m 0)
190
1052(24)b
Permanent Casing (1.00 m 0)
191
1052(24)c
Permanent Casing (1.20 m 0)
192
1052(24)d
Permanent Casing (1.50 m 0)
193
1052(24 )e
Permanent Casing (1.80 m 0)
194
1052(24)f
Permanent Casing (2.00 m 0)
195
1052(25)
Splicing of RC Piles with Epoxy (400 mm x 400 mm)
196
1052(26)
Splicing of RC Piles with Epoxy (450 mm x 456 mm)
197
1052(27)a
Pile Integrity Testing (Sonic), ordinary soil condition
198
1052(27)b
Pile Integrity Testing (PIT), ordinary soil condition
199
1052(22)b
High Strain Dynamic Testing (PDA), ordinary soil condition
200
1052 (29)
Micro Piles In Drilled Holes, 0.20m 0 (ordinary soil condition)
201
PAGE NO.
.
D.
ELECTRICAL
11OO(1)
15 mm 0 - 25 mm 0 Rigid Steel Conduit (RSC)!lntermediate
metal Conduit (IMC)! Electrical Metal Tubing (EMT)
202
11OO(1)
32 mm 0 - 40 mm 0 Rigid Steel Conduit (RSC)! Intermediate
metal Conduit (IMC)! Electrical Metal Tubing (EMT)
203
11OO(1)
50 mm 0 - 65 mm 0 Rigid Steel Conduit! Intermediate metal
Conduit (IMC)! Electrical Metal Tubing (EMT)
204
.
18
Summary Table of Items of Work and Description
ITEM NO.
DESCRIPTION
11 OO( 1)
80 mm 0 - 100 mm 0 Rigid Steel Conduit (RSC)/ Intermediate
metal Conduit (IMC)/ Electrical Metal Tubing (EMT)
205
1100(3)
15 mm 0 - 25 mm 0 Flexible Metal Conduit
206
1100(6)
15 mm 0 - 32 mm 0 Polyvinyl Chloride (PVC) Pipes
207
1100
PVC/RSC/IMC/
208
1100
Junction/ Utility/ Pull/ Square Box
209
1100(30)
Conduit Works, Boxes and Fittings
210
1101(2)
1.6 mm2 - 5.5 mm2 Electric Wire (TWITHHNITWHN2)
211
1101(2)
8.00 mm2 - 22 mm2 Electric Wire (TWITHHNITWHN2)
212
1101(2)
30.00 mm2 - 38 mm2 Electric Wire (TWITHHNITWHN2)
213
1101(2)
50.00 mm2 - 60 mm2 Electric Wire (TW/THHN/TWHN2)
214
1101 (2)
80.00 mm2 - 125 mm2 Electric Wire (TWITHHN/TWHN2)
215
1101(2)
150.00 mm2 - 250 mm2 Electric Wire (TW/THHNITWHN2)
216
1101(2)
325.00 mm2 - 400 mm2 Electric Wire (TWITHHN/TWHN2)
217
500.00 mm2 Electric Wire (TWITHHN/TWHN2}
218
1101(4)
XLPE Electric Wires
219
1101(7)
2.00 mm2 - 5.5 mm2 Bare Copper Wire
220
1101(7)
8.00 mm2 - 22.00 mm2 Bare Copper Wire
221
1101(7)
30.00 mm2 - 38.00 mm2 Bare Copper Wire
222
1101(7)
50.00 mm2 - 60.00 mm2 Bare Copper Wire
223
1101(7)
80.00 mm2 - 125.00 mm2 Bare Copper Wire
224
1101(7)
200.00 mm2 - 250.00 mm2 Bare Copper Wire
225
1101
Switches
226
1101
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)
227
1101(2)a23
PAGE NO.
EMT Conduit Fittings
19
Summary Table of Items of Work and Description
ITEM NO .
DESCRIPTION
PAGE NO.
•
1101
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
228
1101
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
229
Wires and Wiring Devices
230
-
1101 (42)
1102
Panel Board with Main Breaker/Branches,
Amp - 400 Amp
3 wires, 1 neutral, 250
1102
Panel Board with Main Breaker/Branches,
Amp - 200 Amp
3 wires, 1 neutral, 50
1102
NEMA I (Enclosed Circuit Breaker) Single Phase or Three Phase
Commercial/Industrial Type
233
1102
NEMA 3R (Enclosed Circuit Breaker) Single P~ase or Three
Phase Commercial/Industrial Type
234
1102
Motor Control Center with main, branch breaker and motor
starter (NEMA 1, NEMA 3R and 4X) Flush or Surface Mounted
235
1102(8)
Generator (Stand by and Continuous), Synchonizing Panel for
Generator, High Voltage Switch Gear
236
1102
Main Enclosed Automatic Circuit Breaker 50 AT, 60 AT, 70 AT,
3P, 240V: NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface
Mounted
237
1102
Main Enclosed Automatic Circuit Breaker 50 AT, 60 AT, 70 AT ,
2P, 240V NEMA I, NEMA 3R, NEMA 4x Flushed/ Surface
Mounted
238
1102
Main Enclosed Automatic Circuit Breaker 100 AT, 125 AT, 205
AT, 225 AT, 3P, 240V NEMA I, NEMA 3R, NEMA 4x Flushed/
Surface Mounted
239
231
232
.
20
Summary Table of Items of Work and Description
ITEM NO.
DESCRIPTION
PAGE NO.
1102
Main Enclosed Automatic Circuit Breaker 100 AT, 125 AT, 200
AT , 2P, 225 AT, 2P, 240V NEMA I, NEMA 3R, NEMA 4x
Flushedf Surface Mounted
240
1102
Low Voltage Switch Board Main 2500-4000 AT, 3P, 240V NEMA
I with Breaker
241
1102
Main Enclosed Automatic Breaker 250-500 Amp
242
1103(1 )
Lighting Fixtures
243
1103(2)
Fluorescent Lighting Fixture with Ballast flight Emitting Diode
(LED) Bulb, 1 Bulb
244
1103(2)
Fluorescent Lighting Fixture with Ballast flight Emitting Diode
(LED) Bulb, 2 Bulbs
245
1103(2)
Fluorescent Lighting Fixture with Ballast flight Emitting Diode
(LED) Bulb, 3 Bulbs
246
1103(2)
Fluorescent Lighting Fixture with Ballast flight Emitting Diode
(LED) Bulb, 4 Bulbs
247
1103(5)
Downlight/Pinlight Fixture with One- Compact Fluorecent Lamp
(CFL) or LED Bulb, 1 Bulb
248
1103(5)
Downlight/Pinlight Fixture with Two- Compact Fluorecent Lamp
(CFL) or LED Bulb, 2 Bulb
249
f
1103( 11)
High Bay Aluminum Reflector, Dome Luminaire
250
1103(12)
Die-Cast Aluminum Floodlight with Electrocoat Paint Finish
251
PART E
MECHANICAL
1200
Air Conditioning and Refrigiration System
252
1201 (1 )
Water Pumping System
253
1202(1 )
Automatic Water Sprinkler System
254
1202(2)a
Fire Pump with complete control and standard accessories
255
1202(2)b
Jockey Pump with complete control and standard accessories
256
1202(3)a
Sprinkler Head, upright/pendent/wall
257
1202(3)b
Alarm Check Valve
258
1202(3)c
Flow Meter
259
1202(3)d
OS & Y Gate Valve 175 psi
260
21
Summary Table of Items of Work and Description
ITEM NO.
DESCRIPTION
PAGE NO.
1202(3)e
Pressure Gauge
261
1202(3)f
Pressure Relief Valve
262
1202(3)g
Floor Control Valve
263
_ 1202(3)h1
Inspector Test Valve
264
1202(3)h2
Inspector Test Connection
265
1202(4)
25 mm 0 - 50 mm 0 Black Iron (B.I.) Pipe
266
1202(4)
65 mm 0 -150 mm 0 Black Iron (B.I.) Pipe
267
1202
Fittings
268
1202(10)
Fire Hose Valve siames 150 mm 0 x 2 w x 65 mm 0 with cap
269
1202( 11)
Fire Hose Cabinet
270
1202(12)
Fire Extinguisher
271
f
22
Summary Table of Items of Work and Description
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
800(1)
Clearing and Grubbing
Unit of Measurement
m2
Output per hour
500.00 m
2
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
b. Unskilled
Foreman
1
1.00
2
1.00
No of Unitls
No. of HourIs
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
3
a. Dumptruck
(12 yd )
2
1.00
b. Payloader
(1.50 m )
1
1.00
c. Bulldozer
(155 hp), D65A-8
1
1.00
d
See latest AGEL rental rates.
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 .
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
2
500.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
Amount
(PhP)
F. Materials
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
23
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
800(2)
Clearing and Grubbing
Is
1.00 Is
Designation
No. of Personls
No. of Houris
Hourly Rate
Amount (PhP)
No. of Houris
Hourly Rate
Amount (PhP)
Unit Cost
Amount (PhP)
A. labor
See d~rivations for Item Nos. 800(1), 800(3) and 800(4)
Sub - Total for A
Name and Capacity
No of Unitls
B. Equipment
See derivations for Item Nos. 800(1), 800(3) and 800(4)
f
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
1.00 Is
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
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 "Iumpsum" unit of measurement as per Blue Book, shall be based on the derived outputs of Item No. 800(1),
800(3), and 800(4)
24
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
800(3)a
Individual
Removal of Trees (Small a, 150mm 0-300 mm 0)
ea
Unit of Measurement
Output per hour
1.00 ea
Designation
No. of Person/s
No. of Houris
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
1
0.33
b. Skilled Laborer
Foreman
1
0.33
c. Unskilled
2
0.33
No of Unitls
No. of Houris
a. Backhoe (0.80 m )
1
0.25
(12 yd3)
1
0.17
1
0.17
Laborer
Labor Rates are variable per RegioniDistrict
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
3
b. Dumptruck
c. Chain Saw
See latest ACEL rental rates.
Minor Tools (5% of Labor Cost)
Note:
Add Boom Truck if necessary for trimming in urban
areas .
.J
Sub - Total for B
C.
D. Output per Hour
=
Total (A + B)
1.00 ea
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
20.00
Unit Cost
Amount
(PhP)
F. Materials
a. Rope, 1" 0- 5 uses
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%1 8% of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
25
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
800(3)b
Individual
Removal of Trees (Small b, above 300 mm 0 up to 500 mm 0)
ea
Unit of Measurement
Output per hour
1.00 ea
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
1
0.67
b. SkiUed Laborer
Foreman
1
0.67
c. Unskilled
2
0.67
No of Unitls
No. of HourIs
a. Backhoe (0.80 m3)
1
0.50
(12 yd3)
1
0.33
1
0.33
Laborer
Labor Rates are variable per RegionlDistrict
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
b. Dumptruck
c. Chain Saw
See latest ACEL rental rates.
Minor Tools (5% of Labor Cost)
Note:
Add Boom Truck if necessary for trimming in urban
areas .
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
-
1.00 ea
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
20.00
Unit Cost
Amount
(PhP)
F. Materials
a. Rope, 1" 0- 5 uses
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
ofG
10%/8%
ofG
5% of (G + H + I)
(G + H + I + J)
26
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
800(3)c
Item No.lDescription
Individual
Removal of Trees (Small c, above 500 mm 0 up to 750 mm 0)
ea
Unit of Measurement
Output per hour
1.00 ea
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. labor
a. Construction
1
3.33
b. Skilled laborer
Foreman
1
3.33
c. Unskilled
2
3.33
No of Unitls
No. of HourIs
1
2.50
1
1.67
1
1.67
laborer
Labor Rates are variable per RegionlDistrict
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. Backhoe (0.80 m3)
3
b. Dumptruck
(12 yd )
c. Chain Saw
Minor Tools (5% of labor
See latest ACEL rental rates.
Cost)
Note:
Add Boom Truck if necessary for trimming in urban
areas .
.J
Sub - Total for B
C.
D. Output per Hour
=
Total (A + B)
1.00 ea
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
20.00
Unit Cost
Amount
(PhP)
F. Materials
a. Rope, 1" 0 - 5 uses
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%1 8% of G
J. Value Added Tax (VAT)
K. Total Unit Cost
5% of (G + H + I)
(G + H + I + J)
27
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
800(3)d
Individual Removal of Trees (Small d, above 750 mm 0 up to 900 mm 0).
ea
1.00 ea
Designation
No. of Personls
No. of HourIs
1
1
2
6.67
6.67
6.67
No of Unitls
No. of HourIs
a. Backhoe (0.80 m3)
1
5.00
b. Dumptruck (12 yd3)
c. Chain Saw
Minor Tools (5% of Labor Cost)
1
1
3.33
3.33
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. 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)
B. Equipment
See latest ACEL rental rates.
Note:
Add Boom Truck if necessary for trimming in urban
areas.
f
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
1.00 ea
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
20.00
F. Materials
a. Rope, 1" 0- 5 uses
Sub - Total for F
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
.
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 Office Price
Monitoring Committee.
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
28
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
800(4)
Item No./Description
Unit of Measurement
Output per hour
Individual
Removal ofTrees
(large, above 900 mm (11)
ea
1.00 ea
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
1
8.33
b. SkiUed Laborer
Foreman
1
8.33
c. Unskilled
2
8.33
No of Unitls
No. of HourIs
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
3
a. Backhoe (0.80 m )
3
b. Dumptruck
(12 yd )
c. Chain Saw
1
6.25
1
4.16
1
4.16
See latest ACEL rental rates.
Minor Tools (5% of Labor Cost)
Note:
Add Boom Truck if necessary for trimming in urban
areas .
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
1.00 ea
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
20.00
Unit Cost
Amount
(PhP)
F. Materials
a. Rope, 1" (11- 5 uses
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
ofG
10%/8% of G
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
5% of (G + H + I)
K. Total Unit Cost
Note:
(G + H + I + J)
The presented DUPA is based on a one (1) gang of labor and equipment
To increase the output, additional equipment and labor may be added.
29
with the specified output of 1.00 ea for 8.33h.
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
803(1)a
Structure Excavation (Common Soil)
m3
20.00 m3
Designation
No. of Person/s
No. of HourIs
1
3
1.00
1.00
No of Unitls
No. of HourIs
a. Backhoe (0.80 m3)
1
1.00
b. Dump Truck (12 yd3)
Minor Tools (10% of Labor Cost)
2
1.00
Hourly Rate
Amount (PhP)
A. Labor
a. COlTstructionForeman
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
See latest ACEL rental rates.
.J
Sub - Total for B
Total (A + B)
20.00 m3
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
Unit Cost
Amount (PhP)
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.
30
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
803(1)b
Structure
Unit of Measurement
m3
Output per hour
14.00 m
Designation
Excavation
(Soft Rock)
3
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
b. Unskilled
Foreman
1
1.00
3
1.00
No of Unitls
No. of HourIs
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
3
a. Dump Truck (12 yd )
2
1.00
b. Backhoe (0.80 m )
1
0.50
c. Backhoe with Breaker (0.80 m3)
1
0.50
3
See latest AGEL rental rates.
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
14.00 m
3
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
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%1 8% of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
31
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
803( 1)c
Item No.lDescription
Unit of Measurement
Output per hour
Structure Excavation (Hard Rock)
m3
4.00 m3
Designation
No. of Person/s
No. of HourIs
1
3
1.00
1.00
No of Unitls
No. of HourIs
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. Dump Truck (12 yd3)
2
1.00
b. Backhoe (0.80 m3)
1
0.25
c. Backhoe with Breaker (0.80 m3)
Minor Tools (10% of Labor Cost)
1
0.75
See latest AGEL rental rates.
.J
Sub - Total for B
Total (A + B)
4.00 m3
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
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
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
15%/12%/10%/8%
32
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
803(2)
Trimming Works
m2
5.00 m2
Designation
No. of Person/s
No. of HourIs
1
4
1.00
1.00
No of Unitls
No. of HourIs
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
5.00 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
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
15%/12%/10%/8%
of G
of G
5% of (G + H + I)
(G + H + I + J)
10%/8%
33
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
803(3)
Soil Stabilization
m2
Unit of Measurement
Output per hour
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
No of Unitls
No. of HourIs
Hourly
Rate
Amount
(PhP)
Amount
(PhP)
A. Labor
Sub - Total for A
Name and Capacity
B. Equipment
.J
Sub - Total for B
C.
D. Output per Hour =
Total (A + B)
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
F. Materials
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
This Item shall depend on the method recommended
contractor.
of G
10%1 8% of G
5% of (G + H + I)
(G + H + I + J)
by the designer. Attach at least 3 quotations
34
from specialty
Part A - Earthworks
DETAILED
Item No./Description
804(1)a
Embankment
Unit of Measurement
m3
Output per hour
9.84 m
UNIT PRICE
from Structure
ANALYSIS
(DUPA)
Excavation
3
Designation
No. of Person/s
No. of HourIs
a. CORStruction Foreman
1
1.00
b. Unskilled
3
1.00
No of Unitls
No. of HourIs
1
0.75
1
0.75
Hourly
Rate
Amount
(PhP)
A. labor
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)
b. Backhoe (0.80 m3)
Minor Tools (10% of labor
See latest AGEL rental rates.
Cost)
.J
Sub - Total for B
Total (A + B)
C.
9.84 m3
D. Output per Hour =
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Unit Cost
Quantity
Amount
(PhP)
F. Materials
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
of G
15%/12%/10%/8%
10%/8%
J. Value Added Tax (VAT)
ofG
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
35
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
804(1)b
Embankment from Common Borrow by Equipment
m3
9.84 m3
Designation
No. of Person/s
No. of HourIs
1
3
1.00
1.00
No of Unitls
No. of HourIs
1
0.75
1
0.75
Hourly Rate
Amount (PhP)
A. Labor
a. CORStructionForeman
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
b. Backhoe (0.80 m3)
Minor Tools (10% of Labor Cost)
See latest ACEL rental rates.
f
Sub - Total for B
Total (A + B)
9.84 m3
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
m3
1.25
Unit Cost
Amount (PhP)
F. Materials
a. Embankment Materials
(wI 25% Shrinkage Factor)
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
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
15%/12%/10%/8%
36
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
804(4)
Gravel Bedding
Unit of Measurement
m3
Output per hour
1.20 m3
Designation
No. of Person/s
No. of HourIs
1
1.00
3
1.00
No of Unitls
No. of HourIs
1
0.50
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
b. Unskilled
Foreman
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
See latest ACEL rental rates.
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
1.20 m
3
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m3
1.05
Unit Cost
Amount
(PhP)
F. Materials
a. Gravel Bedding (G1)
(wI 5% Shrinkage
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.
Factor)
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
of G
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
37
Part A - Earthworks
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
900
Structural
Concrete (Ready Mix, Class AAlClass
A/Class B/Class C/Class P/Seal Concrete,
7 days/14 days/28 days)
Unit of Measurement
m3
Output per hour
3.72 m
3
Designation
No. of Person/s
No. of HourIs
1
1.00
b. Skilled laborer
2
1.00
c. Unskilled
6
1.00
No of Unitls
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. labor
a. Construction
Foreman
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
2
1.00
1
0.27
See latest ACEL rental rates.
Cost)
f
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
=
3.72 m3
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
3
1.05
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix, Class AAlClass
days/14 daysl 28 days
B/Class C/Class P, 7
m
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
of G
10%/8% ofG
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
5% of (G + H + I)
K. Total Unit Cost
Note:
(G + H + I + J)
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) and 900(6) shall used this cost sheet.
38
Part B - Plain and Reinforced
Concrete
Works
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
900( 1)
Structural
Unit of Measurement
m3
Output per hour
3.32 m
Concrete for Footing and Slab on Fill ( Ready Mix Concrete,
Class A, 7 days/14 days)
3
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
1
1.00
b. Skilled Laborer
Foreman
2
1.00
c. Unskilled
6
1.00
No of Unitls
No. of HourIs
Vibrator
2
1.00
Minor Tools (10% of Labor Cost)
1
1.00
Laborer
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLERefer to the Schedule of Labor Rates.
Sub - Total for A
Name and Capacity
Hourly
Rate
Amount
(PhP)
B. Equipment
a. Concrete
See latest ACEL rental rates.
.f
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
3.32 m
3
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
3
1.05
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix Concrete,
7 days/14 days
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.
Sub - Total F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
ofG
5% of (G + H + I)
K. Total Unit Cost
Note:
(G + H + I + J)
1. This cost sheet shall be used for concreting footings and slab on fill by using ready mix concrete and manual pouring of
concrete applicable for Item Nos. 900(1 )b2 and 900(1 )c2.
39
Part B - Plain and Reinforced
Concrete
Works
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
900(1)
Structural Concrete for Footing Tie Beam, Column, Suspended Slab, Girder/Beam (Ready Mix
Concrete, Class A, 7 days/14 days)
m3
Unit of Measurement
Output per hour
Note:
0.947 m3
Designation
No. of Person/s
No. of HourIs
1
2
6
1.00
1.00
1.00
No of Unitls
No. of HourIs
2
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)
B. Equipment
a. Concrete Vibrator
Minor Tools (10% of Labor Cost)
See latest ACEL rental rates.
,J
Sub - Total for B
Total (A + B)
0.947 m3
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
m3
1.05
Unit Cost
Amount (PhP)
F. Materials
a. Ready Mix Concrete, 7 days/14 days
Prices of materials are variable per Regionl
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.
Sub - Total F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses
I. Contractor's Profit (CP)
15%/12%/10%/8%
of G
of G
5% of (G + H + I)
10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
(G + H + I + J)
1. This cost sheet shall be used for concreting footing tie beam, column, suspended slab, girderlbeam by using ready mix
concrete and manual pouring of concrete applicable for Item Nos. 900(1)a3, 900(1)a4, 900(1)a5, 900(1)a6, 900(1)b3,
900(1 )b4, 900(1 )b5, and 900(1)b6.
40
Part B - Plain and Reinforced Concrete Works
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
900(1 )c2
Structural
Unit of Measurement
m3
Output per hour
0.357 m
Concrete for Footing and Slab on Fill (Class A, 28 days)
3
Designation
No. of Person/s
No. of Houris
Hourly
Rate
Amount
(PhP)
A. labor
a. Construction
1
1.00
b. Skilled laborer
Foreman
1
1.00
b. Unskilled
4
1.00
No of Unitls
No. of Houris
1
1.00
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. One Bagger Mixer
Minor Tools (10% of labor
See latest ACEL rental rates.
Cost)
r
Sub - Total for B
0.00
Total (A + B)
0.00
C.
D. Output per Hour
=
3
0.357 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
3
1.00
3
0.50
Unit Cost
Amount
(PhP)
F. Materials
a. Gravel
b.Sand
m
bags
c. Portland Cement
9.10
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 Office Price
Monitoring Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
1. This cost sheet shall be used for concreting
concrete.
of G
10%1 8% of G
5% of (G + H + I)
(G + H + I + J)
footings and slab on fill by using manual mixing and manual pouring of
41
Part B - Plain and Reinforced Concrete Works
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
900(1)
Structural
Concrete for Footing Tie Beam, Column, Suspended
Slab, Girder/Beam
(Class A, 28 days)
Unit of Measurement
Output per hour
Designation
No. of Person/s
No. of Houris
1
1.00
b. Skilled laborer
1
1.00
b. Unskilled
4
1.00
No of Unitls
No. of Hour/s
1
1.00
Hourly
Rate
Amount
(PhP)
A. labor
-
a. Construction
Foreman
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. One Bagger Mixer
Minor Tools (10% of labor
See latest ACEL rental rates.
Cost)
J
Sub - Total for B
C.
.
Total (A + B)
D. Output per Hour
=
0.270 m3
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
3
1.00
Unit Cost
Amount
(PhP)
F. Materials
a. Gravel
m
3
b. Sand
0.50
m
bags
c. Portland Cement
9.10
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 Office Price
Monitoring Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
of G
10%/ 8% of G
5% of (G + H + I)
(G + H + I + J)
1. This cost sheet shall be used for concreting footing tie beam, column, suspended slab, and girder/beam by using manual
mixing and manual pouring of concrete applicable for Item Nos. 900(1 )c3, 900(1 )c4, 900(1 )c5 and 900(1 )c6. Ideally, this
cost sheet shall be used for one-storey to two-storey buildings involving one to two spans in remote areas.
42
Part B - Plain and Reinforced Concrete Works
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
901(1)
Lean Concrete
Unit of Measurement
m3
Output per hour
3.72 m
(Ready Mix, 28 days)
3
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
1
1.00
b. Skilled Laborer
2
1.00
c. Unskilled
6
1.00
No of Unitls
No. of HourIs
a. Construction
Foreman
Laborer
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLERefer to the Schedule of Labor Rates.
Sub - Total for A
Name and Capacity
Hourly
Rate
Amount
(PhP)
B. Equipment
a. Concrete
Vibrator
b. Pumpcrete
2
1.00
1
0.27
See latest ACEL rental rates.
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
=
3
3.72 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
3
1.05
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix Concrete,
Lean Concrete,
28days
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
of G
10%/8% of G
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
5% of (G + H + I)
(G + H + I + J)
43
Part B - Plain and Reinforced Concrete Works
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
901(1)
Lean Concrete (for manual mixing)
Unit of Measurement
m3
Output per hour
0.357 m
3
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
1
1.00
b. Skilled Laborer
Foreman
1
1.00
b. Unskilled
4
1.00
No of Unitls
No. of HourIs
1
1.00
Laborer
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLERefer to the Schedule of Labor Rates.
Sub - Total for A
Name and Capacity
Hourly
Rate
Amount
(PhP)
B. Equipment
a. One Bagger Mixer
See latest ACEL rental rates.
Minor Tools (10% of Labor Cost)
J
Sub - Total for B
0.00
Total (A + B)
0.00
C.
D. Output per Hour
=
0.357 m
3
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m3
1.00
3
0.50
Unit Cost
Amount
(PhP)
F. Materials
a. Gravel
b.Sand
m
bags
c. Portland Cement
6.00
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
of G
10%/8% of G
(OCM) Expenses
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
5% of (G + H + I)
(G + H + I + J)
1. This cost sheet shall be used for lean concrete by using manual mixing and manual pouring of concrete.
44
Part B - Plain and Reinforced
Concrete
Works
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
902(1)
Reinforcing
Steel of Reinforced
Concrete Structures
for One-Storey,
Grade 40/Grade
60
kg
Unit of Measurement
Output per hour
143.438 kg
Designation
No. of Personls
No. of HourIs
a. COr:!struction Foreman
1
1.00
b. Skilled Laborer
3
1.00
c. Unskilled
12
1.00
No of Unit/s
No. of HourIs
a. Bar Cutter
1
0.50
b. Bar Bender
1
0.50
Hourly
Rate
Amount
(PhP)
A. La bor
Laborer
Labor Rates are variable per RegionlDistrict
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
See latest ACEL rental rates.
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
143.438 kg
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Reinforcing
kg
1.00
kg
0.015
Quantity
Unit Cost
Amount
(PhP)
F. Materials
a. Deformed
Steel
b. #16 Galvanized
Iron Wire
c. Consumables
(5% of Materials
Prices of materials are variable per Regionl
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.
Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
10%/8%
ofG
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
(G + H + I + J)
1. Use this cost sheet for Item Nos 902(1 )a1 and 902(1 )a2.
45
Part B - Plain and Reinforced Concrete Works
DETAILED UNIT PRICE ANALYSIS (DUPA)
902( 1)
Item No./Description
Unit of Measurement
Output per hour
Reinforcing
Steel of Reinforced
Concrete Structures for Two upto Five Storey
kg
129.094 kg
Designation
No. of Personls
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. COllStruction
Foreman
1
1.00
b. Skilled Laborer
3
1.00
c. Unskilled
12
1.00
No of Unitls
No. of HourIs
a. Bar Cutter
1
0.50
b. Bar Bender
1
0.50
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
See latest ACEL rental rates.
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
-
129.094 kg
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Reinforcing
kg
1.00
kg
0.015
Unit Cost
Amount
(PhP)
F. Materials
a. Deformed
b. #16 Galvanized
c. Consumables
Steel
Iron Wire
(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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
ofG
10%/ 8% of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
46
Part B - Plain and Reinforced Concrete Works
DETAILED UNIT PRICE ANALYSIS (DUPA)
903(2)
Item No./Description
Unit of Measurement
Output per hour
Formworks and Falseworks (for two to five-storey building)
m2
4.5 m2
Designation
A. Labor
Installation
a. Construction Foreman
b. Skilled Laborer
c. Unskilled Laborer
Stripping
a. Construction Foreman
b. Unskilled Laborer
Sub - Total for A
Name and Capacity
No. of Person/s
No. of HourIs
1
4
6
1.00
1.00
1.00
1
6
0.56
0.56
Quantity
No. of Dayls
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)
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
Daily Rental Rate
Amount (PhP)
B. Equipment
=
Area 205.01 m2
a. H-Frame 1.7 m x 1.2m, set
2 pes 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
Note:
Area of considerationwas basedon the total areaof
formworksfor 2 baysof standardschoolbuilding,9.5 m x
9.0 m, and heightof 3.2m.
Rental cost for scaffoldings may vary per
RegionlDistrict.
.J
Sub - Total for B
C. Sub - Total for C (B + Area)
D. Output per Hour
4.5 m2
E. Direct Unit Cost (A + D) + C
=
Name and Specification
F. Materials
a. Phenolic Board (0.019 x 1.2 x 2.4) - 5 uses
c. Good Lumber - 3 uses
b. Consumables (5% of Materials Cost)
pc
bd ft
0.347
4.727
Unit Cost
Amount (PhP)
Prices of materials are variable per Regionl
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.
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 scaffoldings for two to five
storey buildings.
2. Area of consideration includes beams, columns, and suspended slabs.
47
Part B - Plain and Reinforced Concrete Works
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
903(2)
Formworks
m
Output per hour
3.24 m2
Designation
A. Labor
and Falseworks
(for one-storey
building)
2
Unit of Measurement
No. of Person/s
No. of Houris
Hourly
Rate
Amount
(PhP)
-
Installation
a. Construction
Foreman
1
1.00
b. Skilled Laborer
2
1.00
c. Unskilled
4
1.00
Laborer
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
Stripping
a. Construction
b. Unskilled
Foreman
1
0.41
6
0.41
Quantity
No. of Dayls
Laborer
Sub - Total for A
Name and Capacity
Daily Rental Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10 % ofLabor
Cost)
.J
Sub - Total for 6
C. Sub - Total for C (6 + Area)
D. Output per Hour
= 3.24 m
2
E. Direct Unit Cost (A + D) + C
Name and Specification
Unit
Quantity
F. Materials
a. Ordinary
Plywood - 3 uses
pcs
0.347
b. Good Lumber - 3 uses
bd ft
7.190
c. Assorted
kg
0.21
Common Wire Nails
d. Consumables
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
1. This cost sheet analysis is only applicable
building.
ofG
10%/ 8% of G
5% of (G + H + I)
(G + H + I + J)
for Formworks
and Falseworks
considering
wood scaffoldings
for a one-storey
48
Part B - Plain and Reinforced Concrete Works
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1000(1 )
Soil Poisoning
Unit of Measurement
L
Output per hour
5.40 L
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labar Rates.
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
2
1.00
No of Unitls
No. of HourIs
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
5.40 L
D. Output per Hour -
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
L
1.00
F. Materials
a. Soil Poisoning
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
of G
15%/12%/10%/8%
(OCM) Expenses
10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
of G
5% of (G + H + I)
(G + H + I + J)
49
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1001(1)a
Unit of Measurement
Output per hour
50 mm ¢ -100 mm ¢ PVC Pipe, Series 6001 Series 1000
m
3.00 m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
2
1.00
No of Unit/s
No. of HourIs
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour 3.00m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. 50 mm - 100 mm 0 PVC Pipe, Series 600/Series
1000
m
1.00
F. Materials
b. Consumables
Prices of materials are variable per Region/
District based on the prevailing unit prices in
the locality which include payment of lacal
taxes and hauling cost to the project site.
Refer to the Construction Material Price Data
established quarterly by Central Office Price
Monitoring Committee.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
10%/8%
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1001(1)a1, 1001(1)a2,1001(1)a3,
50
1001(1)a5, 1001(1)a5, and 1001(1)a7.
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
150 mm - 300 mm 0 PVC Pipe, Series 6001 Series 1000
m
4.00 m
1001(1)a
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labar Rates.
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
2
1.00
No of Unitls
No. of HourIs
Sub - Total for A
Name and Capacity
Hourly
Rate
Amount
(PhP)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
D. Output per Hour
=
Total (A + B)
4.00m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
1.00
Unit Cost
F. Materials
a. 150 mm 0 PVC Pipe, Series 6001 Series 1000
b. Consumables
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
1. Usethiscostsheetforltem
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
10%/8%
(G + H + I + J)
Nos.1001(1)a4,1001(1)a8,1001(1)a9,1001(1)a10and
51
1001(1)a11.
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1001(1)b1
150 mm f2J Concrete Pipe
m
1.00 m
Designation
A. Labor
No. of Person/s
No. of Hour/s
Hourly Rate
Amount
(PhP)
-
a. Construction
1
0.98
b. Skilled Laborer
Foreman
2
0.98
c. Unskilled Laborer
4
0.98
No of Unitls
No. of Hour/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
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
a. Plate Compactor
(5 hp)
0.09
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output
1.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Portland Cement
m3
0.19
0.01
F. Materials
b.Sand
bag
c. Concrete Pipe (150 mm ¢)
m
1.00
d. Sand Bedding/Selected
m3
0.05
sandy soil
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
52
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1001(1)b2
200 mm 12' Concrete Pipe
m
1.00 m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.07
2
4
1.07
No of Unitls
No. of HourIs
b. Skilled Laborer
c. Unskilled Laborer
1.07
Sub - Total for A
Name and Capacity
Hourly
Rate
Amount
(PhP)
Amount
(PhP)
B. Equipment
a. Plate Compactor
(5 hp)
0.11
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output
=
1.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Portland Cement
m3
0.25
b.Sand
bag
0.01
c. Concrete Pipe (200 mm ¢)
m
1.00
d Sand Bedding/Selected
m3
0.05
Unit Cost
F. Materials
sandy soil
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
53
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1001(1)b3
250 mm 0 Concrete Pipe
m
1.00 m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.17
b. Skilled Laborer
2
1.17
c. Unskilled Laborer
4
1.17
No of Unitls
No. of HourIs
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
a. Plate Compactor
(5 hp)
0.12
Minor Tools (10% of Labor Cost)
.J
C.
D. Output
Sub - Total for B
Total (A + B)
=
1.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Portland Cement
m3
0.32
b. Sand
bag
0.02
c. Concrete Pipe (250 mm ¢)
m
d Sand Bedding/Selected
m
F. Materials
1.00
3
sandy soil
Prices of materials are variable per Regionl
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.
0.06
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
of G
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
54
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1001(1)b4
Item No.lDescription
Unit of Measurement
Output
300 mm 0 Concrete Pipe
pc
1 pc
Designation
No. of Person/s
No. of HourIs
a. COrlStruction Foreman
1
1.26
b. Skilled Laborer
2
1.26
c. Unskilled
4
1.26
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
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
0.13
a. Plate Compactor (5 hp)
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Quantity
Unit
F. Materials
3
a. Portland Cement
m
0.38
b.Sand
bag
0.02
c. Concrete Pipe (300 mm (Il)
m
1.00
d Sand BeddinglSelected
m3
0.06
sandy soil
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
55
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1001(1)b5
Item No./Description
Unit of Measurement
Output
350 mm 121 Concrete Pipe
m
1.00 m
Designation
No. of Person/s
No. of Hour/s
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
1
1.35
b. Skilled Laborer
Foreman
2
1.35
c. Unskilled Laborer
4
1.35
No of Unitls
No. of Hour/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
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
a. Plate Compactor
(5 hp)
0.14
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output 1.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Portland Cement
m3
0.44
b. Sand
bag
0.03
F. Materials
c. Concrete Pipe (350 mm ¢)
m
d Sand Bedding/Selected
m
1.00
3
sandy soil
Prices of materials are variable per Regionl
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.
0.07
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
Profit (CP)
of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
56
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1001(1)c
Item No.lDescription
Unit of Measurement
Output per hour
50 mm (Il-100 mm (IlHigh Density Polyethylene
(HDPE) Pipe
m
3.00m
Designation
No. of Person/s
No. of HourIs
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.
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
2
1.00
No of Unitls
No. of HourIs
a. Construction
Foreman
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour 3.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
1.00
F. Materials
a. 50 mm 0 High Density Polyethylene
b. Consumables
(HDPE) Pipe
(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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
1. Use this cost sheetfor
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
Item Nos. 1001 (1 )c1, 1001 (1 )c2, and 1001 (1 )c3.
57
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1001 (1)c
Unit of Measurement
Output per hour
150 mm ¢ - 300mm ¢High Density Polyethylene
(HDPE) Pipe
m
4.00m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
2
1.00
No of Unitls
No. of HourIs
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
oJ
Sub - Total for B
C.
Total (A + B)
D. Output per Hour 4.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
1.00
F. Materials
a. 150 mm 0 High Density Polyethylene
b. Consumables
(HDPE) Pipe
Prices of materials are variable per Regionl
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
10%/8%
1. Use this cost sheetfor
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
(G + H + I + J)
Item Nos. 1001(1 )c4, 1001(1 )c5, 1001(1 )c6 and 1001(1 )c7.
58
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1001(2)'
Item No./Description
PVC/HDPE
Unit of Measurement
ea
Output per hour
1 ea
Designation
Fittings
No. of Person/s
Rate
Amount
(PhP)
No. of Houris
Hourly
of pipes.)
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
No. of Houris
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
A. Labor
(Labor cost for these items are to be consideredl
included in the installation
Sub - Total for A
Name and Capacity
No of Unitls
B. Equipment
.J
Sub - Total for B
C.
D. Output per Hour
=
Total (A + B)
1 ea
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. PVC/HDPE Fittings (Elbowl Clean Out! Couplingl
Wyel Teel Reducerl P-trapl Bushingl Plug)
ea
1.00
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 Office Price
Monitoring Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
(G + H + I + J)
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.
59
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1001(3)
Concrete Gutter
m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
A. Labor
Sub - Total for A
Name and Capacity
B. Equipment
J
Sub - Total for B
C.
=
Total (A + B)
D. Output per Hour
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
F. Materials
3
a. Item 900 - Reinforced
Concrete
m
b. Item 902 - Reinforcing
Steel
kg
m2
a. Item 903 - Formworks and Falseworks
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
of G
10%/8% of G
(OCM) Expenses
J. Value Added Tax (VAT)
5% of (G + H + I)
K. Total Unit Cost
Note:
(G + H + I + J)
1. This item shall be based on the standard Detailed Unit Price Analysis (DUPA) of each component
Item Nos. 900,902, and 903.
60
item such as
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1001 (6)
Catch Basin (Concrete/CHB)
ea
1.00 ea
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
A. Labor
a. Item-803 - Structure
3
m
Excavation
Sub - Total for A
Name and Capacity
No of Unitls
B. Equipment
.J
Sub - Total for B
C.
Total (A + B)
=
D. Output
1.00 ea
E. Direct Unit Cost (C + D)
Name and Specification
Quantity
Unit
F. Materials
a. Item 900 - Reinforced
Concrete
b. Item 902 - Reinforcing
Steel
m3
kg
m2
c. Item 1046 - CHB Wall
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
10%/8%
(OCM) Expenses
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
(G + H + I + J)
1. These items are variable in dimensions based on actual condition which combines component items, hence standard estimate
shall be based on the standard Detailed Unit Price Analysis (DUPA) of each component item such as Items 803, 900, 902
61
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output
1001 (7)
Junction Box (Concrete/CHB)
ea
1.00 ea
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
A. Labor
m3
a. Item 803 - Structure Excavation
Sub - Total for A
Name and Capacity
No of Unitls
B. Equipment
.J
C.
Sub - Total for B
Total (A + B)
=
D. Output
1.00 ea
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
F. Materials
m3
a. Item 900 - Reinforced Concrete
b. Item 902 - Reinforcing
kg
Steel
2
m
c. Item 1046 - CHB Wall
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
(OCM) Expenses
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
(G + H + I + J)
1. These items are variable in dimensions based on actual condition which combines component items, hence standard estimate
shall be based on the standard Detailed Unit Price Analysis (DUPA) of each component item such as Items 803,900,902
and 1046.
62
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1001 (8)
Sewer Line Works
I.s.
1.00I.s.
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
A. Labor
See derivations
for Item Nos. 1001(1)a, 1001(1)c, and 1001(2).
Sub - Total for A
Name and Capacity
No of Unit/s
B. Equipment
.J
Sub - Total for B
C.
=
Total (A + B)
1.00I.s.
D. Output
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
F. Materials
See derivations for Item Nos. 1001(1)a, 1001(1)c, and 1001(2).
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
1. The "Iumpsum"
and 1001(2)
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
unit of measurement
as per Blue Book shall be based on the derived outputs of Item Nos. 1001 (1 )a, 1001 (1 )c,
63
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1001 (9)
Storm Drainage and Downspout
I.s.
1.00I.s.
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
Hourly
Amount
(PhP)
Amount
(PhP)
A. Labor
See derivations
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 Unitls
No. of Houris
Rate
B. Equipment
.J
Sub - Total for B
.
Total (A + B)
C.
1.00I.s.
D. Output =
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
F. Materials
See derivations
for Item Nos. 1001(1)c, 1001(3), 1001(4), 1001(5), 1001(6) and 1001(7).
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
10%/8%
(G + H + I + J)
1. The "Iumpsum" 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).
64
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS CDUPA)
Item No./Description
13 mm ¢ - 50 mm 0 Galvanized
1002(2)a
Unit of Measurement
Output
Iron Pipe
pc
1 pc
Designation
No. of Person/s
No. of HourIs
a. Construction Foreman
b. Skilled Laborer
1
2.00
1
2.00
c. Unskilled Laborer
2
2.00
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
Labor Rates are variable per RegionlDistrict
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
D. Output
Total (A + B)
=
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
F. Materials
a.13 mm 0 - 50 mm 0 Galvanized
b. Consumables
Iron Pipe
Prices of materials are variable per Regionl
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.
(5% of Materials Cost)
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
of G
15%/12%/10%/8%
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1002(1 )a1, 1002(1)a2, 1002(1)a3, 1002(1 )a4, and 1002(1 )a5.
65
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
65 mm 0- 150 mm 0 Galvanized Iron Pipe
1002(2)a
Unit of Measurement
Output
pc
1 pc
Designation
No. of Person/s
No. of HourIs
1
1.50
b. Skilled Laborer
1
1.50
c. Unskilled Laborer
2
1.50
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
A Labor
a. Construction
Foreman
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
=
D. Output
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
F. Materials
a. 65 mm 0 - 150 mm 0x 6 m Galvanized
b. Consumables
Iron Pipe
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
•.
(OCM) Expenses
of G
15%/12%/10%/8%
10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1002(1)a6, 1002(1 )a7, 1002(1 )a8, and 1002(1 lag.
66
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1002(2)
Galvanized
pc
1 pc
Iron Fittings
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
A Labor
(Labor.cost
for these items are to be consideredlincluded
in the installation of pipes.)
Sub - Total for A
Name and Capacity
No of Unit/s
No. of HourIs
B. Equipment
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour 1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Galvanized Iron Fittings (Elbowl Teel Reducer-Teel
Socket! Couplingl Reducer Coupling)
pc
1.00
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 Office Price
Monitoring Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead.
Contingencies
& Miscellaneous
(OCM) Expenses
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1002(2)b to 1001 (2)f.
67
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1002(3)a
Unit of Measurement
Output
13 mm 0 - 50 mm 0 Polyprophylene
Random Copolymer (PPR-C) Pipe, PN 101 PN 161 PN 20
pc
1 pc
Designation
No. of Person/s
No. of HourIs
a. COrlStruction Foreman
1
1.33
b. Skilled Laborer
1
1.33
c. Unskilled Laborer
2
1.33
No of Unitls
No. of HourIs
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output 1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
F. Materials
a. 13 mm 0 - 50 mm 0 x 4.00 m Polyprophylene
Random Copolymer (PPR-C) Pipe, PN 101 PN 161 PN
20
b. Consumables
pc
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.
1.00
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
10%/8%
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1002(3)a1 to 1002(3)a18.
68
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Random Copolymer
(PPR-C) Pipe PN 101 PN 161 PN 20
No. of Person/s
No. of HourIs
Hourly
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
2
1.00
No of Unit/s
No. of HourIs
63 mm ¢ -100 mm ¢ Polyprophylene
1002(3)a
Item No.lDescription
Unit of Measurement
Output
pc
1 pc
Designation
Rate
Amount
(PhP)
A. Labor
a. Con§truction
Foreman
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output -
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. 63 mm 0 - 100 mm 0 x 4.00 m Polyprophylene
Random Copolymer (PPR-C) Pipe PN 101 PN 161 PN
20Copolymer (PPR-C) Pipe
pc
1.00
F. Materials
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
15%/12%/10%/8%
of G
10%/8% of G
(OCM) Expenses
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1002(3)a 19 to 1002(3)a28.
69
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1002(3)
Polyprophylene
pc
1 pc
Designation
Random Copolymer (PPR-C) Fittings
No. of Person/s
No. of Houris
Hourly Rate
Amount
(PhP)
A. Labor
(Labor_cost for these items are to be considered/included
in the installation of pipes.)
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
No of Unitls
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
Sub - Total for A
Name and Capacity
No. of Houris
B. Equipment
.J
Sub - Total for B
C.
Total (A + B)
D. Output1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Polyprophylene Random Copolymer (PPR-C)
Fittings (Elbowl Tee/ Female Threaded Tee/ Female
Elbow/ Female Threaded Adaptorl Male Threaded
Adaptorl End Cap)
pc
1.00
F. Materials
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1002(3)b to 1001 (3)1.
70
Part C - Finishing
"
DETAILED UNIT PRICE ANALYSIS (DUPA)
1002(4)a
Item No./Description
Unit of Measurement
Output per hour
13 mm ¢ - 50 mm ¢ Polyvinyl Chloride (PVC) Pipe, Blue
pc
1 pc
No. of Person/s
No. of HourIs
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
2
1.00
No of Unitls
No. of HourIs
Designation
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per hour =
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
F. Materials
a. 13 mm 0 - 50 mm 0 x 3 m Polyvinyl Chloride
(PVC) Pipe, blue
b. Consumables
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
K. Total Unit Cost
Note:
1. Use this cost sheetfor
of G
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
Item Nos. 1002(4)a1,
1002(4)a2, 1002(4)a3, 1002(4)a4, 1002(4)a5, and 1002(4)a6.
71
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1002(4)a
Item No.lDescription
Unit of Measurement
Output
65 mm 0-100 mm 0 Polyvinyl Chloride (PVC) Pipe, Blue
pc
1 pc
Designation
No. of Personls
No. of Houris
a. Construction Foreman
b. Skilled Laborer
1
0.75
1
0.75
c. Unskilled Laborer
2
0.75
No of Unit/s
No. of Houris
Hourly
Rate
Amount
(PhP)
A. Labor
Labar 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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
=
D. Output
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
F. Materials
a. 65 mm 0 100 mm 0 x 3 m Polyvinyl Chloride
(PVC) Pipe, blue
b. Consumables
(5% of Materials Cost)
Prices of materials are variable per Region/
District based on the prevaifing 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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
15%/12%/10%/8%
of G
10%/8% of G
(OCM) Expenses
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
1. Use this cost sheetfor
(G + H + I + J)
Item Nos. 1002(4)a7, 1002(4)a8, and 1002(4)a9.
72
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 HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
(Labor-cost for these items are to be consideredlincluded
in the installation of pipes.)
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
No of Unitls
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
Sub - Total for A
Name and Capacity
No. of HourIs
B. Equipment
.J
Sub - Total for B
C.
Total (A + B)
D. Output 1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Polyvinyl Chloride (PVC) Fittings, Blue (Elbowl
Teel Tee-Reducerl Elbow Reducerl Socket! Couplingl
Reducerl Male Threaded Adaptorl Female Threaded
Adaptorl Cap)
pc
1.00
F. Materials
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%110%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
Note:
of G
10%/8%
1. Use thiS cost sheet for Item Nos. 1002(4)b to 1001 (4)1.
73
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output
1002(5)
Plumbing Fixtures
I.s.
1.00I.s.
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
A. Labor
See df!rivation for Item Nos. 1002(5)a to 1002 (5)s.
Sub - Total for A
Name and Capacity
B. Equipment
.J
Sub - Total for B
C.
Total (A + B)
D. Output
=
1.00I.s.
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
F. Materials
See derivation for Item Nos. 1002(5)a to 1002 (5)s.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
1. The "Iumpsum"
1002(5)s.
of G
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
unit of measurement
as per Blue Book shall be based on the derived outputs of Item Nos. 1002(5)a to
74
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
No. of Person/s
No. of Houris
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
2.00
b. Skilled Laborer
1
2.00
c. Unskilled Laborer
1
2.00
No of Unitls
No. of Houris
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output =
1 set
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Water Closet I Urinal with complete accessories
set
1.00
F. Materials
b. Consumables
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead. Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
10%/8%
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1002(5)a and 1002(5)b.
75
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1002(5)
Kitchen Sink/Scrub
set
1 set
Designation
Up Sink/Slop Sink with Complete Accessories
No. of Person/s
No. of Hour/s
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
1
2.00
b. Skilled Laborer
Foreman
1
2.00
c. Unskilled Laborer
1
2.00
No of Unitls
No. of Houris
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
Minor Tools (10% of Labor Cost)
f
Sub - Total for B
Total (A + B)
C.
D. Output
=
1 set
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
set
1.00
F. Materials
a. Kitchen Sink/Scrub
complete accessories
b. Consumables
Up Sink/Slop Sink with
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
10%/8%
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1002(5)c, 1002(5)d and 1002(5)e.
76
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output
1002(5)
Wall Hung/Countertop/Under
set
1 set
Designation
Counter Lavatory
with Complete Accessories
No. of Person/s
No. of HourIs
1
2.00
b. Skilled Laborer
1
2.00
c. Unskilled
1
2.00
No of Unit/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output
=
1 set
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
set
1.00
F. Materials
a. Lavatory (Wall Hung/Countertop/Under
b. Consumables
Counter)
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
15%/12%/10%/8%
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1002(5)f and 1002(5)g.
77
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output
1002(5)h
Floor Drain Plates
set
1 set
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
0.40
b. Skilled Laborer
1
0.40
c. Unskilled Laborer
1
0.40
No of Unitls
No. of HourIs
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output =
1 set
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
set
1.00
F. Materials
a. Floor Drain Plate
b. Consumables
Prices of materials are variable per Regionl
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
78
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1002(5)
Soap Holder (Toilet Soapl Liquid Soap)
pc
1 pc
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A Labor
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
0.75
b. Skilled Laborer
1
0.75
c. Unskilled Laborer
1
0.75
No of Unit/s
No. of HourIs
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
D. Output
Total (A + B)
=
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
set
1.00
F. Materials
a. Soap Holder (Toilet Soapl Liquid Soap)
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
of G
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1002(5)i and 1002(5)j.
79
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1002(5)
Toilet Tissue HolderlDispenser
pc
1 pc
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
0.75
b. Skilied Laborer
1
0.75
c. Unskilled Laborer
1
0.75
No of Unitls
No. of HourIs
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
f
Sub - Total for B
C.
Total (A + B)
D. Output =
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
set
1.00
F. Materials
a. Toilet Tissue Holder/Dispenser
b. Consumables
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
Note:
of G
10%/8%
1. Use this cost sheet for Item Nos. 1002(5)k and 1002(5)1.
80
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1002(5)
Bidet! Faucet! Hose Bibb
pc
1 pc
Designation
No. of Person/s
No. of HourIs
1
0.40
1
0.40
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Con!)truction
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
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output =
1 pc
E. Direct Unit Cost (C -;. D)
Name and Specification
Unit
Quantity
set
1.00
F. Materials
a. Bidet! Faucet! Hose Bibb
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1002(5)m, 1002(5)q, and 1002(5)r.
81
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1002(5)n
Item No./Description
Unit of Measurement
Output per hour
Stainless Steel Grab bar
m
0.45 m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
2
1.00
No of Unitls
No. of HourIs
a. Construction
Foreman
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
=
0.45 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. 40 mm 1IlStainless Steel Grab Bar
m
1.00
F. Materials
b. Consumables
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
of G
15%/12%/10%/8%
(OCM) Expenses
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
J. Value Added Tax (VAT)
K. Total Unit Cost
82
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1002(5)0
Designation
Shower headl Shower Valve
set
1 set
No. of Person/s
No. of HourIs
1
1
1
1.00
1.00
1.00
No of Unitls
No. of HourIs
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
Minor Tools (10% of Labor Cost)
.J
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
a. Shower headl Shower Valve
b. Consumables (5% of Materials Cost)
set
1.00
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 Office Price
Monitoring Committee.
Sub - Total for F
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
15%/12%/10%/8%
of G
of G
5% of (G + H + I)
(G + H + I + J)
10%/8%
83
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1002(5)p
Facial Mirror
Unit of Measurement
m2
Output per hour
0.4 m2
Designation
No. of Person/s
No. of HourIs
a. Con_struction Foreman
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
1
1.00
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
.
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
f
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
2
=
0.4 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m2
1.00
F. Materials
a. Facial Mirror
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
15%/12%/10%/8%
(OCM) Expenses
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
84
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1002(6)
Cold Waterline
I.s.
1.00I.s.
Designation
Pipes and Fittings
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
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)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour - 1.00 I.s.
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
F. Materials
See derivation
for Items 1002(1) to Items 1002(5)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
1. The "Iumpsum" unit of measurement
Item No. 1001(5).
of G
15%/12%/10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
as per Blue Book shall be based on the derived outputs of Item No.1 002(1)a to
85
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1002(7)
Hot Waterline
I.s.
1.00I.s.
Designation
Pipes and Fittings
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
A. Labor
See derivation
for Item Nos. 1002(3)a to 1002(3)1.
Sub - Total for A
Name and Capacity
B. Equipment
J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour - 1.00 I.s.
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
F. Materials
See derivation
for Item Nos. 1002(3)a to 1002(3)1.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
I. Contractor's
Contingencies
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
(OCM) Expenses
J. Value Added Tax (VAT)
1. The "Iumpsum"
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
10%/8%
unit of measurement
(G + H + I + J)
as per Blue Book shall be based on the derived outputs of Item No.1002(3)a
86
to 1002(3)1.
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1003(1 )
4.5mm Fiber Cement Board/ 4.5 mm Marine Plywood/ 6 mm Marine Plywood/ 6mm Ordinary Plywood
on Metal Frame Ceiling
Unit of Measurement
m2
Output per hour
1.243 m2
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
1
1.00
b. Skilled Laborer
Foreman
1
1.00
c. Unskilled Laborer
2
1.00
No of Unitls
No. of HourIs
Labor Rates are variable per RegionlDistrict
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
Minor Tools (10% of Labor Cost)
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
=
1.243 m
2
r
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. 4.5mm Fiber Cement Board/ 4.5 mm Marine
Plywood/6 mm Marine Plywood/6mm
Ordinary
Plywood
pc
0.365
b.Metal Furring (size variable on plan and
and specifications ) 3m length
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
F. Materials
e. Channel clip
pc
f. Wall Angle
pc
6
0.238
g. Rivets
pc
14
h. 1" Metal Screw
Note:
Quantities were derived from plans and
specifications of a standard school building with carrying
channels spaced by 1.20 m and metal furring spaced by
0.40 m on center.
pc
4
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
1. Use this cost sheetfor
of G
5% of (G + H + I)
(G + H + I + J)
Item Nos. 1003(1 )a1, 1003(1 )b1, 1003(1 )c1, and 1003(1 )d1.
87
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1003(1)a
Item No./Description
4.5mm Fiber Cement Board/ 4.5 mm Marine Plywood/ 6 mm Marine Plywood/ 6mm Ordinary Plywood
in Wood Framing Ceiling
Unit of Measurement
m2
Output per hour
1.489 m2
Designation
A. Labor
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
2
1.00
No of Unitls
No. of HourIs
a. Construction
Foreman
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
=
1.489 m2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. 4.5mm Fiber Cement Board/ 4.5 mm Marine
Plywood/6 mm Marine Plywoodl 6mm Ordinary
Plywood
pc
0.365
b. Good Lumber
bd.ft
9.257
c. Assorted Nails
kg
0.139
F. Materials
Note:
Quantities are derived from a ceiling system with
ceiling nailers spaced at 0.40 m on centers.
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1003(1 )a2, 1003(1 )b2, 1003(1 )c2, and 1003(1 )d2.
88
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1003(1)e
Gypsum Board on Metal Frame Ceiling
Unit of Measurement
m2
Output per hour
1.340 m
2
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
1
1.00
b. Skilled Laborer
Foreman
1
1.00
c. Unskilled
2
1.00
No of Unitls
No. of HourIs
Laborer
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
Sub - Total for A
Name and Capacity
B. Equipment
Hourly
Rate
Amount
(PhP)
Amount
(PhP)
.
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
=
1.340 m2
D. Output per Hour
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Gypsum Board
pc
0.365
b.Metal Furring (size variable on plan and
pc
1.13
c. Carrying Channels (size variable depends on plans
and specifications)
pc
0.36
d. Hanger Bars/Rod «size variable depends on plans
and specifications)
pc
1.00
e. Channel clip
pc
6
f. Wall Angle
g. Rivets
pc
0.238
pc
pc
14
Unit Cost
F. Materials
h. 1" metal screw
Note:
Quantities were derived from plans and
specifications of a standard school building with carrying
channels spaced by 1.20 m and metal furring spaced by
0.40 m on center.
Sub - Total for 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 Office Price
Monitoring Committee
4
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
89
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1003(2)
4.5mml 6.0 mm Fiber Cement Boardl 4.5mml 6.0 mm 4' X 8' thk fiber cement boardl 4.5mm Marine
Plywood/6.0 mm Marine Plywood/6.0 mm Ordinary Plywood on Metal Frame Double Wall Partition
Unit of Measurement
Output per hour
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
2
1.00
No of Unitls
No. of HourIs
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
=
0.776 m2
D. Output per Hour
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
0.730
b. Metal Studs (size variable depends on plan and
specs.) 3 m length
pc
1.181
c. Rivets
pc
117.00
d. 1" Metal Screw
pc
4.00
F. Materials
a. 4.5mml 6.0 mm 4' X 8' thk fiber cement boardl
4.5mm Marine Plywood/6.0
mm Ordinary Plywood
mm Marine Plywoodl 6.0
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 Office Price
Monitoring Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
of G
10%/8% of G
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
5% of (G + H + I)
K. Total Unit Cost
Note:
1. Use this cost sheetfor
(G + H + I + J)
Item Nos. 1003(2)a1, 1003(2)b1, 1003(2)c1, 1003(2)d1 and 1003(2)e1.
90
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 HourIs
Hourly Rate
Amount
(PhP)
A Labor
(Labor_ cost for these items are to be considered/included
in the installation of doors, windows, and other fabricated materials.)
Sub - Total for A
Name and Capacity
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
.J
Sub - Total for B
Total (A + B)
C.
D. Output =
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
F. Materials
a. Finishing Hardwares
Closer, Knobs/Handles/
(LocksetlLatches,
Bolts, Door
Hinges/ Ladderl Grab Bar)
set
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.
1.00
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
Note:
of G
10%/8%
1. Use this cost sheet for Item Nos. 1004(2)a to 1004(2)i.
91
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1005
Residential Casement Steel Windowsl
Awning Ventilatorl Grille Window
Unit of Measurement
m2
Output per hour
0.18m2
Designation
Heavy Duty Side-hinged
No. of Person/s
No. of HourIs
Ventilatorl
Hourly Rate
Projected Ventilatorl
Amount
(PhP)
A. Labor
a. Construction
Foreman
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
1
1.00
No of Unitls
No. of Houris
1
0.25
Labor Rates are variable per RegionlDistrict
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. Welding Machine
See latest ACEL rental rates
Minor Tools (10% of Labor Cost)
Note:
It is assumed that fabrication of steel windows are
already completed. Thus, labor and equipment output
shall be based on installation time only.
f
Sub - Total for B
C.
=
Total (A + B)
0.18 m2
D. Output per Hour
E. Direct Unit Cost (C + D)
Name and Specification
Unit
a. Residential Casement Steel Windowsl Heavy Duty
Side-hinged Ventilatorl Projected Ventilatorl Awning
Ventilatorl Grille Window
m
Quantity
Unit Cost
Amount
(PhP)
F. Materials
b. Consumables
2
1.00
(5% of Materials Cost)
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
of G
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1005(1), 1005(2), 1005(3), 1005(4), and 1005(5).
92
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1006
Hollow Steel Door/ Steel Flush Door/ Grille Door/ Steel Louver Door
Unit of Measurement
m2
Output per hour
0.26 m2
Designation
No. of Person/s
No. of HourIs
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
1
1.00
No of Unitls
No. of HourIs
1
0.25
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
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. Welding Machine
See latest AGEL rental rates
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
=
Total (A + B)
2
0.26 m
D. Output per Hour
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Hollow Steel Door/ Steel Flush Doorl Grille Door/
Steel Louver Door
m2
1.00
Unit Cost
Amount
(PhP)
F. Materials
b. Consumables
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.
(3% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
10%/8%
of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
of G
15%/12%/10%/8%
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1006(1), 1006(2), 1006(3) and 1006(4).
93
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1006(5)
Fire Rated Fire Exit Steel Door
Unit of Measurement
m2
Output per hour
0.26 m2
Designation
No. of Personls
No. of HourIs
1
1
1.00
b. Skilled Laborer
c. Unskilled Laborer
2
1.00
No of Unitls
No. of HourIs
1
0.25
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1.00
Sub - Total for A
Name and Capacity
Hourly
Rate
Amount
(PhP)
B. Equipment
a. Welding Machine
See latest ACEL rental rates
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
0.26 m
D. Output per Hour =
E. Direct Unit Cost (C + D)
2
Name and Specification
Unit
Quantity
Unit Cost
Amount
(PhP)
F. Materials
2
m
a. Fire rated Fire Exit Steel Door
b. Consumables
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.
1.00
(3% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
15%/12%/10%/8%
10%/8%
(OCM) Expenses
J. Value Added Tax (VAT)
of G
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
94
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1007
Aluminum
Unit of Measurement
m2
Output per hour
0.26 m
Glass Door (Sliding Type/Swing
Type)
2
Designation
No. of Person/s
No. of Hour/s
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
1
1.00
b. Skilled Laborer
Foreman
1
1.00
c. Unskilled Laborer
1
1.00
No of Unit/s
No. of Hour/s
Labor Rates are variable per RegionlDistrict
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
0.26 m
D. Output per Hour =
E. Direct Unit Cost (C + D)
2
Name and Specification
Unit
Quantity
m2
1.00
F. Materials
a. Aluminum
Glass Door (Sliding Type/Swing
b. Consumables
Type)
Prices of materials are variable per Regionl
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.
(3% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
10%/8%
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1007(1)a and 1007(1)b.
95
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1008
Aluminum
Unit of Measurement
m2
Output per hour
0.36 m2
Designation
Glass Window (Sliding/ Casement! Awning/ Fixed Type)
No. of Person/s
No. of Hour/s
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
1
1.00
No of Unit/s
No. of Hour/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
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
f
Sub - Total for B
Total (A + B)
C.
2
0.36 m
D. Output per Hour =
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
F. Materials
a. Aluminum Glass Window (Sliding/ Casement!
Awning/ Fixed Type)
b. Consumables
2
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.
1.00
(3% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
I. Contractor's
Contingencies
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
10%/8%
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1008(1 la, 1008(1 )b, 1008(1)c and 1008(1)d.
96
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1009(1)a
Jalousie Window (Glass)
m2
0.27 m2
Designation
No. of Person/s
No. of HourIs
1
1
1
1.00
1.00
1.00
No of Unitls
No. of HourIs
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
0.27 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Jalousie Window (Glass)
b. Consumables (3% of Materials Cost)
m2
1.00
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 Office Price
Monitoring Committee.
Sub - Total for F
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
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)
1010(1)
Item No./Description
Unit of Measurement
Output
Frames (Jambs, Sill, Head, Transoms and Mullions)
set
1 set
Designation
No. of Person/s
No. of Houris
Hourly Rate
Amount
(PhP)
A. Labor
1
2.00
b. Skilled Laborer
1
2.00
c. Unskilled Laborer
1
2.00
No of Unitls
No. of Houris
a. Construction
Foreman
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output 1 set
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
set
1.00
F. Materials
a. Jambs, Sill, Head, Transoms
b. Consumables
and Mullion
(5% of Materials Cost)
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
98
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1010(2)a
Hollow Core Flush Door
Unit of Measurement
m2
Output per hour
0.32 m
2
Designation
No. of Person/s
No. of HourIs
Hourly
Amount
Rate
(PhP)
A. Labor
1
1.00
Labor Rates are variable
b. Skilled Laborer
1
1.00
based on minimum
c. Unskilled Laborer
1
1.00
DOLE. Refer to the Schedule of Labor Rates.
No of Unitls
No. of HourIs
a. Construction
Foreman
per Region/District
wage as approved
by
Sub - Total for A
Name and Capacity
Hourly
Rate
Amount
(PhP)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
=
Total (A + B)
2
0.32 m
D. Output per Hour
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m2
1.00
Unit Cost
F. Materials
a.Holiow Core Flush Door
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
of G
15%/12%/10%/8%
10%/8%
of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
99
Part C - Finishing
DETAILED UNIT PRICE ANAlYSIS
Item No./Description
1010(2)b
(DUPA)
Wooden Panel Door
Unit of Measurement
m2
Output per hour
0.36 m2
Designation
No. of Person/s
No. of Houris
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
2
1.00
No of Unitls
No. of Houris
Labor Rates are variable per RegionlDistrict
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
Minor Tools (10% of Labor Cost)
f
Sub - Total for B
Total (A + B)
C.
0.32 m
D. Output per Hour =
E. Direct Unit Cost (C + D)
2
Name and Specification
Unit
Quantity
F. Materials
2
a. Wooden Panel Door
m
1.00
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
100
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1011(1)
Steell Aluminum
set
1.00 set
Designation
Roll Up Door
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A Labor
a. Construction
1
1.00
b. Skilled Laborer
Foreman
1
14.71
c. Unskilled Laborer
1
14.71
No of Unit/s
No. of HourIs
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
Minor Tools (10% of Labor Cost)
.J
C.
Sub - Total for B
Total (A + B)
=
D. Output
1.00 set
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Set
1.00
F. Materials
a. Steell Aluminum
b. Consumables
Roll Up Door
(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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
101
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1012(1)
Tempered
Unit of Measurement
m2
Output per hour
0.26 m
Designation
Glass Door (10 mml 12mm)
2
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Co~truction
Foreman
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
1
1.00
No of Unit/s
No. of HourIs
Sub - Total for A
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
.
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
=
Total (A + B)
0.26 m2
D. Output per Hour
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Glass Door (10 mml 12mm)
m
Quantity
F. Materials
a. Tempered
b. Consumables
2
Prices of materials are variable per Regionl
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.
1.00
(3% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
15%/12%/10%/8%
10%/8%
(OCM) Expenses
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
of G
of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1012(1 )d1 and 1012(1 )d2.
102
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1012(1)
Tempered
Unit of Measurement
m2
Output per hour
0.36 m
Glass Windows (8 mm/10mm)
2
Designation
No. of Person/s
No. of HourIs
a. Construction Foreman
b. Skilled Laborer
1
1.00
1
1.00
c. Unskilled Laborer
1
1.00
No of Unitls
No. of HourIs
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)
.
B. Equipment
Minor Tools (10% of Labor Cost)
f
Sub - Total for B
Total (A + B)
C.
0.36 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m2
1.00
Unit Cost
Amount
(PhP)
F. Materials
a. Tempered
Glass Windows
b. Consumables
(8 mm/10mm)
(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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
15%/12%/10%/8%
of G
10%/8% of G
(OCM) Expenses
J. Value Added Tax (VAT)
5% of (G + H + I)
K. Total Unit Cost
Note:
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1012(1)e1 and 1012(1)e2.
103
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1013(1)
Corrugated
Unit of Measurement
m2
Output per hour
2.076 m
Metal Roofing
2
Designation
No. of Person/s
No. of HourIs
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
2
1.00
No. of Unitls
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
f
Sub - Total for B
C.
Total (A + B)
2
=
D. Output per Hour
2.076 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
F. Materials
a. Corrugated
2
Roofing Sheet
b. Tek screw/J-bolt
c. Consumables
with washers
(3% of Materials
m
1.05
pc
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 Office Price
Monitoring Committee.
Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
(OCM) Expenses
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
104
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 FlashingNalley Roll)
m
10.00 m
Designation
No. of Person/s
No. of Hour/s
1
1
1
1.00
1.00
1.00
No. of Unitls
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
Sub - Total for A
Name and Capacity
Hourly Rate
Amount (PhP)
Unit Cost
Amount (PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
10.6 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
1.05
pc
19.00
F. Materials
a. Ridge/Hip Rolis/FlashingsNalley Roll! Counter
Flashing (0.60 mm)
b. Blind Rivets
c. 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.
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. Use this costing sheet for Item Nos. 1013(2)a, 1013(2)b, 1013(2)e, and 1013(2)f.
105
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1013(2)c
Item No.lDescription
Unit of Measurement
Output per hour
Fabricated
m
11.80 m
Designation
Metal Roofing Accessory
(Gutter)
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled
1
1.00
No. of Unitls
No. of HourIs
a. Construction
Foreman
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
f
Sub - Total for B
C.
D. Output per Hour
=
Total (A + B)
11.80 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
F. Materials
a. Gutter (0.6 mm)
m
1.00
b. 12" x 1" Plain GI Strap
pc
3.00
c. Blind Rivets
pc
16.00
d. Consumables
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.
(3% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
of G
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
106
Part C - Finishing
OETAILEOUNIT
Item No./Description
1014
Prepainted
Unit of Measurement
m2
Output per hour
2.076 m
PRICE ANALYSIS (OUPA)
Metal Sheets (Corrugated,
Short Spanl Long Span, below 0.427 thkl above 0.427 thk)
2
Designation
No. of Person/s
No. of Houris
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled
2
1.00
No. of Unitls
No. of Houris
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
=
D. Output per Hour
2
2.076 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
F. Materials
a. Prepainted Metal Sheets (Corrugated, Short
Spanl Long Span, below 0.427mm thkl above
0.427mm thk)
2
m
1.05
b. Tek screw/J-bolt
pc
10
c. Consumables
with washers
(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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H .. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
ofG
10%1 8% of G
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
5% of (G + H + I)
K. Total Unit Cost
Note:
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1014(1)a and 1014(2)a.
107
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1014
Prepainted Metal Sheets (Rib Type, Short Spanl Long Span, below 0.427 thkl above 0.427 thk)
m
2
2.769 m2
Designation
No. of Person/s
No. of HourIs
1
1
2
1.00
1.00
1.00
No. of Unitls
No. of HourIs
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
Minor Tools (10% of Labor Cost)
J
Sub - Total for B
Total (A + B)
2.769 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
m2
1.00
pc
10.00
F. Materials
a. Prepainted Metal Sheets (Rib Type, Short Spanl
Long Span, below 0.427mm thkl above 0.427mm
thk)
b. Tek screw/J-bolt with washers
c. 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.
Sub - Total for F
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.
15%/12%/10%/8%
of G
of G
5% of (G + H + I)
(G + H + I + J)
10%/8%
108
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1016(1)a
Item No.lDescription
Waterproofing
Unit of Measurement
m2
Output per hour
1.875 m
Cement Base
2
No. of Personls
No. of Houris
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled
1
1.00
No. of Unitls
No. of Houris
Designation
Hourly
Rate
Amount
(PhP)
A. Labora. Construction
Foreman
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
1.875 m
2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
2
1.05
Unit Cost
F. Materials
a. Cement-based
m
waterproofing
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
10%/8%
(OCM) Expenses
J. Value Added Tax (VAT)
K. Total Unit Cost
of G
of G
5% of (G + H + I)
(G + H + I + J)
109
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1016(1)b
Liquid Waterproofing
Unit of Measurement
m2
Output per hour
5.772 ril
Designation
2
No. of Person/s
No. of Houris
1
1.00
b. Skilled laborer
1
1.00
c. Unskilled
1
1.00
No. of Unitls
No. of Houris
Hourly
Rate
Amount
(PhP)
A. labora. Construction
Foreman
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of labor
Cost)
J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
5.772 m2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Primer Coat
gal
0.04
b. Liquid Waterproofing
gal
0.03
Unit Cost
F. Materials
c. 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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
ofG
10%/8% of G
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
110
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1016(2)
Built-up and Preformed
Unit of Measurement
m2
Output per hour
4.805 m
Membrane
2
Designation
No. of Person/s
No. of Houris
Hourly
Rate
Amount
(PhP)
A. Labor a. Construction
1
1.00
b. Skilled Laborer
Foreman
1
1.00
c. Unskilled
1
1.00
No. of Unitls
No. of Houris
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
4.805 m2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
gal
0.10
Unit Cost
F. Materials
a. Asphalt Primer
b. Preformed
2
m
Membrane
c. Consumables
(5% of 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 Office Price
Monitoring Committee.
1.05
Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
111
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1017
Unit of Measurement
Output
50mm
(11 -
lOOmm (11 Roof Drain/Canopy
Drain/ Gutter Drain with Strainer
set
1 set
Designation
No. of Person/s
No. of HourIs
a. Skilled Laborer
1
0.50
b. Unskilled
1
0.50
No. of Unitls
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor -
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
D. Output
=
Total (A + B)
1 set
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
set
1.00
Unit Cost
F. Materials
a. 50mm I1l - 100mm I1l Roof Drain/Canop
Gutter Drain with Strainer
Drain/
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
(OCM) Expenses
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
of G
10%/ 8% of G
5% of (G + H + I)
(G + H + I + J)
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)b4, 1017(3)c1, 1017(3)c2 and 1017(3)c3
112
1017(2)b2,
1017(2)b3,
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1018(1)
Glazed Tiles and Trims
Unit of Measurement
m2
Output per hour
1.365 m
Designation
2
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.00
b. Skilled Laborer
5
1.00
c. Unskilled
5
1.00
No. of Unitls
No. of HourIs
Laborer
Sub - Total for A
Name and Capacity
Hourly
Rate
Amount
(PhP)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
1.365 m
2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
F. Materials
2
a. Glazed Tiles
m
1.050
0.325
b. Cement
bags
c.Sand
m
d. Tile Grout
bags
0.125
bags
0.143
3
e. Tile Adhesive
(25 kg)
f. Consumables
(3% of 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 Office Price
Monitoring Committee.
0.026
Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
of G
5% of (G + H + I)
(G + H + I + J)
113
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1018
Unglazed Tilesl Granite Tilesl Synthetic Granite Tiles
2
Unit of Measurement
m
Output per hour
1.95 m2
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. labora. Construction
Foreman
1
1.00
b. Skilled laborer
5
1.00
c. Unskilled
5
1.00
No. of Unitls
No. of HourIs
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
Hourly
Rate
Amount
(PhP)
Amount
(PhP)
B. Equipment
Minor Tools (10% of labor
Cost)
J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
1.95 m
2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
F. Materials
a. Unglazed
Tilesl Granite Tilesl Synthetic
Granite
2
m
1.050
b. Cement
bag
0.325
c. Sand
m
0.026
d. Tile Grout
bag
0.125
3
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
10%/8%
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
ofG
5% of (G + H + I)
K. Total Unit Cost
Note:
of G
(G + H + I + J)
1. Use this costing sheet for Item Nos. 1018(2), 1018(3) and 1018(4).
114
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
No. of Person/s
No. of HourIs
1
5
5
1.00
1.00
1.00
No. of Unitls
No. of HourIs
Hourly Rate
Amount (PhP)
A. labora. 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
Minor Tools (10% of labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
1.56 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m2
l
bag
m3
l
l
l
1.050
0.500
0.325
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 Materials Cost)
0.026
0.400
0.200
0.06
Sub - Total for F
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
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)
115
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1019(1)d
Laminated
Wood Tiles
2
Unit of Measurement
m
Output per hour
1.95 m
2
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
1
1.00
b. Skilled Laborer
5
1.00
c. Unskilled
5
1.00
No. of Unitls
No. of HourIs
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
=
1.95 m2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Wood Tiles
m
1.050
Quantity
Unit Cost
F. Materials
a. Laminated
2
b. Glue Adhesive
L
0.500
c. Cement
bag
0.325
d.Sand
m
3
e. Consumables
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.
0.026
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
ofG
10%/8%
J. Value Added Tax (VAT)
ofG
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
116
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1020(1)
Vinyl Tiles
m2
4.285 m2
Designation
No. of Person/s
No. of Houris
1
2
2
1.00
1.00
1.00
No. of Unitls
No. of Houris
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
Minor Tools (10% of Labor Cost)
J
Sub - Total for B
Total (A + B)
4.385 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
m2
L
bag
m3
1.050
0.500
0.726
F. Materials
a. Vinyl Tiles
b. Glue Adhesive
c. Cement
d.Sand
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.
0.055
e. Consumables (3% of Materials Cost)
Sub - Total for F
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
15%/12%/10%/8%
of G
of G
5% of (G + H + I)
(G + H + I + J)
10%/8%
117
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1021 (1 )a
Plain Cement Floor Finish
2
Unit of Measurement
m
Output per hour
5.95 m
2
Designation
No. of Personls
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled
3
1.00
No. of UniUs
No. of HourIs
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
5.95 m
2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Cement
bag
0.726
b.Sand
m3
0.055
Unit Cost
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 Office Price
Monitoring Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
of G
10%/8% of G
(OCM) Expenses
J. Value Added Tax (VAT)
K. Total Unit Cost
5% of (G + H + I)
(G + H + I + J)
118
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1021(3)
Floor Topping
m2
6.545 m2
Designation
No. of Personls
No. of Houris
1
1
3
1.00
1.00
1.00
No. of Unitls
No. of Houris
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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
6.545 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
bag
m3
0.693
F. Materials
a. Cement
b.Sand
0.055
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.
Sub - Total for F
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.
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
1023(1)
Granolithic
Unit of Measurement
m2
Output per hour
5.95 m
Marble Work
2
Designation
No. of Person/s
No. of Houris
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
3
1.00
No. of Unitls
No. of Houris
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
5.95 m
2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
F. Materials
3
a. Marble chips
m
0.726
b. Portland cement
bag
0.055
c. Divider strips
m
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
ofG
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
120
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1024( 1)
Pea Gravel Finish
2
Unit of Measurement
m
Output per hour
1.785 m
2
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. labor
a. Construction
1
1.00
b. Skilled laborer
Foreman
1
1.00
c. Unskilled
2
1.00
No. of UniUs
No. of HourIs
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of labor
Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
=
5.95 m
2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
bag
0.795
Unit Cost
F. Materials
a. Cement
3
b. Pea Gravel
m
0.013
c.Sand
m3
0.039
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
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.lDescription
1026(1)
Pebble Washout
Unit of Measurement
m2
Output per hour
1.785 m
Designation
Finish
2
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
1
1.00
b. Skilled Laborer
Foreman
1
1.00
c. Unskilled
2
1.00
No. of Unitls
No. of HourIs
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
f
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
5.95 m2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
bag
0.795
Unit Cost
F. Materials
a. Cement
3
b. Pea Gravel
m
0.013
c.Sand
m3
0.039
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
of G
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
10%/8%
ofG
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
122
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1027( 1)
Cement Plaster Finish
2
Unit of Measurement
m
Output per hour
7.125 m
2
Designation
-
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
1
1.00
b. Skilled Laborer
2
1.00
c. Unskilled
4
1.00
No. of Unitls
No. of HourIs
a. Construction
Foreman
Laborer
Labor Rates are variable per RegioniDistrict
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
=
7.125 m
2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Cement
bag
0.330
b. Sand
cU.m
0.027
Unit Cost
F. Materials
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/ 8% of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
123
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1032(1)a
Painting Works (Masonry Painting)
m2
2.10 m2
Designation
No. of Person/s
No. of HourIs
1
2
1
1.00
1.00
1.00
No. of Unitls
No. of HourIs
Hourly Rate
Amount (PhP)
A. Labora. 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
Minor Tools (10% of Labor Cost)
f
Sub - Total for B
Total (A + B)
2.10 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
gal
gal
gal
gal
0.02
0.04
0.05
0.08
F. Materials
a. Concrete Neutralizer
b. Concrete SealerlPrimer
c. Patching Compound
d. Semi Gloss Latex (two coat only)
e. Consumables (5% of Materials Cost)
Sub - Total for F
·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
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%
ofG
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
124
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1032(1)b
Item No.lDescription
Unit of Measurement
Output per hour
A. Labor
-
Painting Works (Wood Painting)
m2
1.89 m2
Designation
No. of Person/s
No. of HourIs
1
2
1
1.00
1.00
1.00
No. of Unitls
No. of HourIs
a. Construction Foreman
b. Skilled Laborer
c. 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
Minor Tools (10% of Labor Cost)
.f
Sub - Total for B
Total (A + B)
1.89 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
a. Glazzing Putty
b. Flat Wall Enamel
c. Enamel Quick Dry
d. Paint Thinner
e. Tinting Color (Optional)
f. Consumables (5% of Materials Cost)
gal
gal
gal
I
pint
0.05
0.04
0.04
0.25
0.01
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 Office Price
Monitoring Committee.
Sub - Total for F
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
of G
10%/8% ofG
5% of (G + H + I)
(G + H + I + J)
15%/12%/10%/8%
125
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1032(1)c
Painting Works (Metal Painting)
2
Unit of Measurement
m
Output per hour
2.00 m
2
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor _
a. Construction
1
1.00
b. Skilled Laborer
Foreman
2
1.00
c. Unskilled
1
1.00
No. of Unitls
No. of HourIs
Laborer
Labor Rates are variable per RegionlDistrict
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
2.00 m
2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Red Oxide Primer
gal
0.04
Unit Cost
F. Materials
b. Enamel Paint
gal
0.10
c. Paint thinner
L
0.25
d. Tinting Color (Optional)
pint
0.01
e. Consumables
(5% of Materials
Cost)
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
ofG
10%/ 8% of G
5% of (G + H + I)
(G + H + I + J)
126
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1032(2)
Varnishing Works
m2
3.945 m2
Designation
No. of Person/s
No. of HourIs
1
2
1
1.00
1.00
1.00
No. of Unitls
No. of HourIs
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
Minor Tools (10% of Labor Cost)
f
Sub - Total for B
Total (A + B)
3.945 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
gal
0.04
F. Materials
a.Varnish
b. Consumables (5% of Materials Cost)
Sub - Total for F
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
15%/12%/10%/8%
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
5% of (G + H + I)
(G + H + I + J)
10%/8%
127
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1032(4)
Ducco Finish
Unit of Measurement
m2
Output per hour
1.512m
Designation
2
No. of Person/s
No. of Houris
Hourly
Rate
Amount
(PhP)
A. Labora. Construction
Foreman
1
1.00
b. Skilled Laborer
2
1.00
c. Unskilled
1
1.00
No. of Unitls
No. of Houris
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
f
Sub - Total for B
C.
Total (A + B)
=
D. Output per Hour
1.512m
2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Putty
Unit Cost
F. Materials
a. Glazzing
gal
0.05
b. Flat Wall Enamel
gal
0.04
c. Enamel Quick Dry
gal
0.04
d. Paint Thinner
gal
0.01
pint
0.01
e. Tinting Color (Optional)
f. Consumables
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
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
A. Labor
-
1034( 1)
Damproofing ( Polyethylene Sheets)
m2
37.559 m2
Designation
No. of Person/s
No. of HourIs
1
1
2
1.00
1.00
1.00
No. of Unitls
No. of HourIs
a. Construction Foreman
b. Skilled Laborer
c. 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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
37.559 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
m2
1.000
F. Materials
a. 6 mils Polyethylene Sheets
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.
Sub - Total for F
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
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.lDescription
1038(1)
Reflective
Unit of Measurement
m2
Output per hour
5.56 m
2
Designation
A. Labor
Insulation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
-
a. Construction
Foreman
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled
2
1.00
No. of Unitls
No. of HourIs
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
5.56 m
2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Insulation
m
Quantity
Unit Cost
F. Materials
a. Reflective
b. Consumbles
2
Prices of materials are variable per Regionl
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.
1.000
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
10%/8%
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
ofG
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
130
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1042(1)
Stainless Steel Door and Frames
Unit of Measurement
m2
Output per hour
0.32 m
2
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
1
1.00
b. Skilled Laborer
Foreman
1
1.00
c. Unskilled
1
1.00
No. of Unitls
No. of HourIs
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.f
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
=
0.32 m
2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Steel Doors and Frames
m
Quantity
Unit Cost
F. Materials
a. Stainless
b. Consumables
(3% of Materials
2
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.
1.000
Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
131
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1043(1)
PVC Doors and Frames
Unit of Measurement
m2
Output per hour
0.315 m
Designation
A. Labor
2
No. of Personls
No. of HourIs
Hourly
Rate
Amount
(PhP)
-
a. Construction
1
1.00
b. Skilled Laborer
Foreman
1
1.00
c. Unskilled
1
1.00
No. of UniUs
No. of HourIs
Laborer
Labor Rates are variable per RegionlDistrict
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
=
0.315 m
2
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
F. Materials
2
a. PVC Doors and Frames
b. Consumables
m
Prices of materials are variable per Regionl
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.
1.000
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
ofG
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
132
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
A. Labor
-
1045(1)
Perforated Aluminum Ceiling Panels
m2
0.763 m2
Designation
No. of Person/s
No. of HourIs
1
1
2
1.00
1.00
1.00
No. of Unitls
No. of HourIs
a. Construction Foreman
b. Skilled Laborer
c. 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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
0.763 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
a. Perforated Aluminum Ceiling Pannel with frames
b. Consumables (3% of Materials Cost)
m2
1.000
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 Office Price
Monitoring Committee.
Sub - Total for F
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
15%/12%/10%/8%
ofG
10%/ 8% of G
5% of (G + H + I)
(G + H + I + J)
133
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
100 mm CHB Non Load BearinglLoad
1046
Item No./Description
Unit of Measurement
m2
Output per hour
3.825 m
Bearing
(including
Reinforcing
Steel)
2
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A . Labor .
1
1.00
b. Skilled Laborer
2
1.00
c. Unskilled
3
1.00
No. of Unitls
No. of HourIs
1
1.00
a. Construction
Foreman
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. One-bagger
mixer
See latest ACEL rental rates.
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
2
3.825 m
D. Output per Hour =
E. Direct Unit Cost (C + D)
Unit
Quantity
pc
13.00
b. Cement
bag
0.525
c.Sand
cU.m
0.04
kg
3.24*
kg
0.05
Name and Specification
Unit Cost
Amount
(PhP)
F. Materials
a. 100 mm thk CHB (Non-Load
d. Reinforcing
BearinglLoad
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 Office Price
Monitoring Committee.
'Quantity derived from 10mm 12'bars spaced at 0.4 m
vertically and every 3 layers of CHB
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
10%/8%
of G
5% of(G
J. Value Added Tax (VAT)
+ H + I)
(G + H + I + J)
K. Total Unit Cost
Note:
of G
15%/12%/10%/8%
(OCM) Expenses
1. This cost sheet shall be used for Item Nos. 1046(1)a and 1046(2)a.
134
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1046
150mm CHB Non-LoadBearingl Load Bearing (including Reinforcing Steel)
m2
3.180 m2
Designation
A. Labor
No. of Person/s
No. of HourIs
1
2
3
1.00
1.00
1.00
No. of UniUs
No. of HourIs
1
1.00
Hourly Rate
Amount (PhP)
-
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. One-bagger mixer
Minor Tools (10% of Labor Cost)
See latest ACEL rental rates.
.J
Sub - Total for B
Total (A + B)
3.180 m2
D. Output per Hour =
E. Direct Unit Cost (C + D)
C.
Name and Specification
Unit
Quantity
pc
bag
cU.m
kg
kg
13.00
1.500
0.04
3.24*
0.05
Unit Cost
Amount (PhP)
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 Office Price
Monitoring Committee.
'Quantity derived from 10mm 12'bars spaced at 0.4 m
vertically and every 3 layers of CHB
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%1 8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
(G + H + I + J)
K. Total Unit Cost
1. This cost sheet shall be used for Item Nos. 1046(1)b and 1046(2)b.
Note:
135
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1047(1)
Structural Steel Roof Framing
I.s.
I.s.
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount (PhP)
No. of Unitls
No. of HourIs
Hourly Rate
Amount (PhP)
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)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
F. Materials
See derivations for Item Nos. 1047(2) - 1047(6)
Sub - Total for F
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
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)
1047(2)a
Item No./Description
Unit of Measurement
Output per hour
Structural
Steel Roof Framing
kg
85.00 k-g
Designation
No. of Person/s
No. of HourIs
1
1.00
b. Skilled Laborer
2
1.00
c. Unskilled
2
1.00
3
3
0.49
No. of Unitls
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor·
Fabrication
a. Construction
Foreman
Laborer
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
Erection
a. Skilled Laborer
b. Unskilled
Laborer
0.49
Sub - Total for A
Name and Capacity
Hourly
Rate
Amount
(PhP)
B. Equipment
1
0.75
b. Cutting Outfit
1
0.25
c. Truck Mounted Crane (20-25 mt)
1
0.49
a. Welding
Machine
See latest ACEL rental rates.
Minor Tools (10 % of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
-
85.00 kg
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
Amount
(PhP)
F. Materials
a. Structural
Steel Framing including
cross
b. Acetylene
c. Oxygen
d. Welding
Rod
e. Consumables
(5% of Materials
kg
1.00
kg
0.011
kg
0.022
kg
0.020
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.
Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
137
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1047(2)b
Structural
Steel RoofTruss
kg
85.00 kg
Designation
No. of Person/s
No. of HourIs
1
1.00
Hourly
Rate
Amount
(PhP)
A. labor
Fabrication
a. Construction
Foreman
b. Skilled laborer
2
1.00
c. Unskilled
2
1.00
3
3
0.49
No. of Unitls
No. of HourIs
laborer
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
Erection
a. Skilled laborer
b. Unskilled
laborer
0.49
Sub - Total for A
Name and Capacity
Hourly
Rate
Amount
(PhP)
B. Equipment
a. Welding
Machine
1
0.75
b. Cutting
Outfit
1
0.25
1
0.49
c. Truck Mounted Crane (20-25 mt)
Minor Tools (10 % of labor
See latest ACEL rental rates.
Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
-
85.00 kg
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Steel Truss
kg
1.00
kg
0.011
kg
0.022
kg
0.020
Quantity
Unit Cost
Amount
(PhP)
F. Materials
a. Structural
b. Acetylene
c. Oxygen
d. Welding
Rod
e. 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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
of G
10%1 8% of G
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
138
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 Houris
1
2
4
1.00
1.00
1.00
No. of Unitls
No. of Houris
2
1.00
Hourly Rate
Amount (PhP)
A. Labora. 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. Welding Machine
Minor Tools (10% of Labor Cost)
See latest AGEL rental rates.
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
90.45 kg
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
kg
kg
1.05
0.020
Unit Cost
Amount (PhP)
F. Materials
a. Structural Steel Purlins
b. Welding Rod
c. 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.
Sub - Total for F
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
15%/12%/10%/8%
of G
of G
5% of (G + H + I)
(G + H + I + J)
10%/8%
139
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1047(3)a
Item No./Description
Unit of Measurement
Output
Metal Structure Accessories
pc
1 pc
Designation
A. Labor
(Anchor Bolts)
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
-
a. Construction
1
0.10
b. Skilled Laborer
Foreman
1
0.10
c. Unskilled
1
0.10
No. of UniUs
No. of HourIs
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output
=
90.45 kg
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
Unit Cost
F. Materials
a. Anchor Bolt
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
10%/8%
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
140
Part C - Finishing
DETAILED
Item No.lDescription
Unit of Measurement
Output
1047(3)b
UNIT PRICE
Metal Structure Accessories
ANALYSIS
(DUPA)
(Sagrods)
pc
1 pc
Designation
No. of Personls
No. of HourIs
1
0.10
b. Skilled Laborer
1
0.10
c. Unskilled
1
0.10
No. of Unitls
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
,J
Sub - Total for B
C.
Total (A + B)
D. Output
=
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
Unit Cost
F. Materials
a. Sagrod with nuts and bolts
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
10%/8%
(OCM) Expenses
J. Value Added Tax (VAT)
of G
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
141
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1047(3)c
Item No.lDescription
Unit of Measurement
Output per hour
Metal Structure Accessories
pc
1 pc
(Turnbuckle)
No. of Person/s
No. of HourIs
1
0.15
b. Skilled Laborer
1
0.15
c. Unskilled
1
0.15
No. of Unitls
No. of HourIs
Designation
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
D. Output
Total (A + B)
=
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Turnbuckle
pc
1.00
Unit Cost
F. Materials
a. Standard
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
ofG
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
142
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
A. Labor
1047(3)d
Metal Structure Accessories (Crossbracing)
pc
1 pc
Designation
No. of Person/s
No. of HourIs
1
1
1
0.25
0.25
0.25
No. of Unitls
No. of HourIs
a. Construction Foreman
b. Skilled Laborer
c. 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
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output =
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
F. Materials
a. Cross Bracing
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.
Sub - Total for F
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
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
1047(4)
Metal Structure Accessories
kg
12.995 kg
Designation
(Crossbracing)
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labora. Construction
1
1.00
b. Skilled Laborer
Foreman
1
1.00
c. Unskilled
1
1.00
No. of UniUs
No. of HourIs
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
=
12.995 kg
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
kg
1.05
Unit Cost
F. Materials
a. Cross Bracing
b. Consumables
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.
(3% of Material Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
144
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1047(5)
Item No./Description
Unit of Measurement
Output per hour
Metal Structure Accessories
(Steel Plates)
kg
12.995 kg
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor 1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
1
1.00
No. of Unitls
No. of HourIs
a. Construction
Foreman
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)
Amount
(PhP)
B. Equipment
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
D. Output per Hour
=
Total (A + B)
12.995 kg
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
kg
1.05
Unit Cost
F. Materials
a. Steel Plates
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
of G
10%/8% of G
(OCM) Expenses
J. Value Added Tax (VAT)
K. Total Unit Cost
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
1048(1)a
Carbon Fiber (1 layer)
m2
1 .20 m2
Designation
No. of Person/s
No. of HourIs
1
1.00
2
4
0.71
0.71
2
2
1.00
1.00
No. of Unit/s
No. of HourIs
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
Hourly Rate
Amount (PhP)
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)
See latest ACEL rental rates.
.J
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
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.
Sub - Total for F
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
15%/12%/10%/8%
ofG
of G
5% of (G + H + I)
(G + H + I + J)
10%/8%
146
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1048(2)
Glass Fiber
2
m
1 .20 m2
Designation
No. of Person/s
No. of HourIs
1
1.00
2
4
0.71
0.71
2
2
1.00
1.00
No. of Unitls
No. of HourIs
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
LabDr Rates are variable per RegiDn/District
based Dn minimum wage as approved by
DOLE. Refer tD the Schedule Df LabDr
Rates.
Sub - Total for A
Name and Capacity
Hourly Rate
Amount (PhP)
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)
See latest ACEL rental rates.
.J
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
Prices Df materials are variable per RegiDn/
District based Dn the prevailing unit prices in
the IDeality which include payment Df IDeal
taxes and hauling CDSt tD the project site.
Refer tD the CDnstructiDn Material Price Data
established quarterly by Central Office Price
MDnitDring CDmmittee.
Sub - Total for F
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
15%/12%/10%/8%
of G
of G
5%of(G+H+I)
(G + H + I + J)
10%/8%
147
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
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 HourIs
1
6
6
1.00
1.00
1.00
No. of Unitls
No. of HourIs
1
1
1
1
1
1
1.00
1.00
1.00
1.00
1.00
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)
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.
.J
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
Quantity
a. Portland Cement
b. Additives
c. Consumables (5% of Material Cost)
bags
L
14.00
3.50
Unit Cost
Amount (PhP)
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 Office Price
Monitoring Committee.
Sub - Total for F
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
15%/12%/10%/8%
of G
10%1 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(1)
Untreated Timber Piles, furnished
m
48.00 m
Designation
No. of Person/s
No. of HourIs
1
4
1.00
1.00
No. of Unitls
No. of HourIs
1
1.00
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
Amount
Hourly Rate
(PhP)
B. Equipment
a. Truck Mounted Crane (41 - 45 mt)
See latest
AGEL
rental
rates.
(Unloading and Stockpiling)
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
=
Total (A + B)
D. Output per Hour
48.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
bd-ft
48.30
Unit Cost
Amount
(PhP)
F. Materials
a. Untreated Timber (375 mm (II average)
b. Miscellaneous
(5% of Materials Cost)
Note:
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.
Assumed average minimum diameter is 375 mm
for less than 12 m length. For beyond 12 m length and
bigger diameter, adjust the quantity in bd-ft accordingly.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OGM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
149
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1052(2)
Treated Timber Piles, preserved, furnished
m
48.00 m
Designation
A. Labor
No. of Person/s
No. of HourIs
-
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.
1
1.00
4
1.00
No. of Unitls
No. of HourIs
1
1.00
Sub - Total for A
Name and Capacity
Amount
Hourly Rate
(PhP)
B. Equipment
a. Truck Mounted Crane (41 - 45 mt)
(Unloading and Stockpiling)
Minor Tools (10% of labor cost)
See latest
ACEL
rental
rates.
J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
48.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Treated Timber (375 mm ¢ average)
bd-ft
48.30
Unit Cost
Amount
(PhP)
F. Materials
b. Miscellaneous
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.
(3% of Materials Cost)
Note:
Assumed average minimum diameter is 375 mm
for less than 12 m length. For beyond 12 m length and
bigger diameter, adjust the quantity in bd-ft accordingly.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
150
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1052(3)
Steel H-Piles, furnished
m
48.00 m
Designation
No. of Person/s
No. of HourIs
1
1.00
2
1.00
2
1.00
No. of Unit/s
No. of HourIs
1
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)
B. Equipment
a. Truck Mounted Crane (41 - 45 mt)
(Unloading and Stockpiling)
Minor Tools (10% of Labor Cost)
See latest ACEL
rental
rates.
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
48.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
1.00
Unit Cost
Amount
(PhP)
F. Materials
a. Structural Steel Pile, W=159 kg/m
(delivered at site)
b. Miscellaneous
(2% of Materials Cost)
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
ofG
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
151
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
2.50m
Designation
No. of Person/s
No. of HourIs
1
1.00
4
8
1.00
1.00
No. of Unitls
No. of HourIs
1
1
1
0.05
0.10
0.28
1
1
0.28
Amount
Hourly Rate
(PhP)
A. Labor
a. Construction
Foreman
b. Skilled Laborer
c. Unskilled Laborer
Labor Rates are variable per RegionlDistrict
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. 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 Cost)
See latest
ACEL
rental
rates.
0.28
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
2.50m
E. Direct Unit Cost (C + D)
"
Name and Specification
Unit
Quantity
cU.m
0.168
kg
kg
40.45
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix concrete, Class AA-27.60MPa
b. Reinforced Steel Bar, Grade 60
c. Tie Wire #16 (2% of RSB)
@ 28Days*
d. Good Lumber - 4 uses
e. Marine Plywood, 1/2" x 4' x 8' - 4 uses
bd-ft
pc
0.809
15.333
0.268
f. Assorted CWN (1kg/100bd-ft
kg
0.163
a. Ready Mix Concrete, Class B
b. Good Lumber
cU.m
bd-ft
0.03
1.00
c. Base Course
cU.m
0.06
of Lumber)
Prices of materials are variable per Regionl
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.
Casting Bed
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
ofG
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
152
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
2.50m
Designation
No. of Person/s
No. of HourIs
1
1.00
b. Skill8d Laborer
4
c. Unskilled Laborer
8
1.00
1.00
No. of Unitls
No. of HourIs
LX80-2C
1
0.05
(for Casting Bed)
1
1
0.10
0.28
1
1
0.28
0.28
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
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. Payloader (1.50 m\
b. Concrete Vibrator
c. Plate Compactor
d. Bar Bender
e. Bar Cutter
Minor Tools (10% of Labor Cost)
rates.
.J
Sub - Total for B
Total (A + B)
C.
See latest AGEL rental
D. Output per Hour =
2.50m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
cU.m
0.168
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix concrete, Glass AA-27.60MPa
b. Reinforced Steel Bar, Grade 60
@ 28Days*
kg
48.69
c. Tie Wire #16 (2% of RSB)
d. Good Lumber - 4 uses
kg
bd-ft
0.974
15.333
e. Marine Plywood, 1/2" x 4' x 8' - 4 uses
f. Assorted CWN (1 kg/1 OObd-ft of Lumber)
pc
kg
0.268
a. Ready Mix Concrete, Class B
b. Good Lumber
cU.m
bd-ft
0.03
c. Base Course
cU.m
Prices of materials are variable per Regionl
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.
0.163
Casting Bed
1.00
0.06
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
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
153
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 HourIs
1
1.00
4
8
1.00
1.00
No. of Unitls
No. of HourIs
1
1
0.05
0.10
1
1
1
0.27
0.27
0.27
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. Payloader (1.50 m\
LX80-2C
b. Concrete Vibrator
c. Plate Compactor
d. Bar Bender
e. Bar Cutter
(for Casting Bed)
See latest AGEL rental rates.
Minor Tools (10% of Labor Cost)
J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
2.30m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
cU.m
0.213
b. Reinforced Steel Bar, Grade 60
c. Tie Wire #16 (2% of RSB)
kg
kg
50.040
1.001
d. Good Lumber - 4 uses
e. Marine Plywood, 1/2" x 4' x 8' - 4 uses
bd-ft
17.25
0.30
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix concrete, Class AA-27.60MPa
@ 28Days'
f. Assorted CWN (1 kg/1 OObd.ft of Lumber)
Casting Bed
a. Ready Mix Concrete, Class B
b. Good Lumber
c. Base Course
pc
kg
0.183
cU.m
0.033
bd-ft
cU.m
0.07
Prices of materials are variable per Regionl
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.
1.00
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
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
154
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
No. of Person/s
No. of HourIs
1
4
1.00
b. Skilled Laborer
c. Unskilled Laborer
8
1.00
No. of Unitls
No. of HourIs
1
1
0.05
0.10
1
0.27
0.27
Designation
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1.00
Sub - Total for A
Name and Capacity
Amount
Hourly Rate
(PhP)
B. Equipment
a. Payloader (1.50 m3), LX80-2C
b. Concrete Vibrator
c. Plate Compactor
d. Bar Bender
(for Casting Bed)
1
1
e. Bar Cutter
Minor Tools (10% of Labor Cost)
See latest
AGEL
rental
rates.
0.27
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
2.30m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
cU.m
0.213
kg
62.46
kg
bd-ft
1.249
17.25
pc
kg
0.30
0.183
a. Ready Mix Concrete, Class B
b. Good Lumber
cU.m
bd-ft
0.033
c. Base Course
cU.m
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix concrete, Class AA-27.60MPa
@ 28Days*
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 (1 kg/1 OObd-ft of Lumber)
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.
Casting Bed
1.00
0.07
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
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
Profit (CP)
ofG
10%/8%
J. Value Added Tax (VAT)
K. Total Unit Cost
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(5)a
Precast, Prestressed Concrete Piles, furnished (400 mm x 400 mm)
m
48.00 m
Designation
No. of Person/s
No. of Houris
Amount
Hourly Rate
(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.
1
1.00
2
2
1.00
1.00
No. of Unitls
No. of Houris
1
1.00
Sub - Total for A
Name and Capacity
Amount
Hourly Rate
(PhP)
B. Equipment
a. Truck Mounted Crane (41 - 45 mt)
Minor Tools (10% of Labor Cost)
See latest
ACEL
rental
rates.
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
48.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
1.00
Unit Cost
Amount
(PhP)
F. Materials
a. Precast, Prestressed
Concrete Piles
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.
(delivered at site)
Miscellaneous (2% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's
& Miscellaneous
(OCM) Expenses
of G
15%/12%/10%/8%
Profit (CP)
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
156
Part C - Finishing
DETAilED
Item No./Description
Unit of Measurement
Output per hour
A. Labor
1052(5)b
a. Construction
Precast, Prestressed Concrete Piles, furnished (450 mm x 450 mm)
m
48.00 m
Designation
-
UNIT PRICE ANALYSIS (DUPA)
No. of Person/s
No. of HourIs
1
1.00
2
2
1.00
No. of Unitls
No. of HourIs
1
1.00
Foreman
b. Skilled Laborer
c. Unskilled Laborer
Amount
Hourly Rate
(PhP)
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1.00
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Truck Mounted Crane (41 - 45 mt)
Minor Tools (10% of Labor Cost)
See latest
ACEL
rental
rates.
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
48.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
1.00
Unit Cost
Amount
(PhP)
F. Materials
a. Precast, Prestressed
(delivered at site)
Miscellaneous
Concrete Piles
(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 Office Price
Monitoring Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
157
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1052(6)
Structural Steel Sheet Piles, furnished
m
72.00 m
Designation
No. of Person/s
No. of HourIs
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.
1
1.00
2
2
1.00
1.00
No. of Unitls
No. of HourIs
1
1.00
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Truck Mounted Crane (41 - 45 mt)
Minor Tools (10% of Labor Cost)
See latest ACEL
rental
rates.
J
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
kg
48.00
Unit Cost
Amount
(PhP)
F. Materials
a. Steel Sheet Pile KSP II (delivered at site)
Miscellaneous
Prices of materials are variable per Regionl
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.
(2% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
Profit (CP)
ofG
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
158
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 HourIs
1
4
1.00
1.00
8
1.00
No. of Unitls
No. of HourIs
a. Payloader (1.50 m3), LX80-2C
b. One Bagger Mixer
1
1
0.03
c. Concrete Vibrator
d. Water Truck/Pump
1
0.25
0.03
0.15
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
Amount
Hourly Rate
(PhP)
B. Equipment
e. Bar Cutter
f. Bar Bender
g. Plate Compactor
(16000 L)
1
1
1
(5 hp), for Casting Bed
1
See latest
AGEL
rental
rates.
0.25
0.15
0.03
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
1.90 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
kg
Unit Cost
Amount
(PhP)
F. Materials
a. Reinforcing
Steel Bar
b. Cement
bag
41.64
1.66
c.Sand
m3
0.09
d. Gravel
m3
0.18
e. Plywood, 1/2" x 4' x 8' - 4 uses
f. Good Lumber - 4 uses
pc
bd-ft
0.24
12.40
g. #16 GI Tie Wire (2% of RSB)
kg
0.83
h. Assorted CWN (1 kg/100 bd-ft of Lumber)
kg
0.12
Casting Bed
a. Cement
bag
0.296
b.Sand
m3
0.019
c. Gravel
m3
d. Good Lumber - 4 uses
bd.ft
0.037
1.00
e. Base Course
m3
0.08
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Continoencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
159
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
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 HourIs
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.
a. Construction Foreman
b. Skilled Laborer
1
1.00
4
c. Unskilled Laborer
8
1.00
1.00
No. of Unitls
No. of HourIs
1
0.03
0.10
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Payloader (1.50 m\
LX80-2C
b. Concrete Vibrator
c. Plate Compactor
d. Bar Cutter
e. Bar Bender
1
1
(5 hp), for Casting Bed
1
1
See latest
ACEL
rental
rates.
0.03
0.22
0.22
Minor Tools (10% of Labor Cost)
Sub - Total for B
Total (A + B)
C.
J
D. Output per Hour =
2.30m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
kg
41.64
m3
0.18
0.24
12.40
Unit Cost
Amount
(PhP)
F. Materials
a. Reinforcing
Steel Bar
b. Ready Mix Concrete, fc'=27.60 Mpa @28 days'
c. Plywood, 1/2" x 4' x 8' - 4 uses
f. Good Lumber - 4 uses
g. #16 GI Tie Wire (2% of RSB)
pc
bd-ft
kg
h. Assorted CWN (1 kg/100 bd-ft of Lumber)
kg
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.
0.83
0.12
Casting Bed
a. Ready Mix Concrete, Class B
m3
d. Good Lumber - 4 uses
bd-ft
0.037
1.00
e. Base Course
m3
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 quantities.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
160
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1052(8)
Untreated Timber Piles, driven
m
3.00m
Designation
No. of Person/s
No. of HourIs
Amount
Hourly Rate
(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.
a. Construction Foreman
b. Skilled Laborer
1
1.00
6
c. Unskilled Laborer
6
1.00
1.00
No. of Unitls
No. of HourIs
1
0.58
0.13
Sub - Total for A
Name and Capacity
Amount
Hourly Rate
(PhP)
B. Equipment
a. Truck Mounted Crane (41 - 45 mt)
b. Drop Hammer
1
See latest
ACEL
rental
rates.
Minor Tools (10% of Labor Cost)
C.
D. Output per Hour =
,J
Sub - Total for B
Total (A + B)
3.00m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Coco Log - 2 uses
b. Good Lumber (Falsework) - 4 uses
c. NaillSpike (1 kg/100 bd-ft of Lumber)
m
bd-ft
1.00
16.00
0.16
Unit Cost
Amount
(PhP)
F. Materials
Miscellaneous
kg
Prices of materials are variable per Regionl
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,
(2% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
ofG
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
161
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1052(9)
Treated Timber Piles, driven
m
3.00 m
Designation
No. of Person/s
No. of HourIs
1
Amount
Hourly Rate
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
6
1.00
1.00
c. Unskilled Laborer
6
1.00
No. of Unitls
No. of HourIs
a. Truck Mounted Crane (41 - 45 mt)
1
0.58
b. Drop Hammer
Minor Tools (10% of Labor Cost)
1
0.13
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
See latest
AGEL
rental
rates.
,
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
3.00m
E. Direct Unit Cost (C + D)
=
Name and Specification
Unit
Quantity
Unit Cost
Amount
(PhP)
F. Materials
a. Coco Log - 2 uses
m
bd-ft
b. Good Lumber (Falsework) - 4 uses
c. NaillSpike (1 kg/100 bd-ft of Lumber)
Miscellaneous (2% of Materials Cost)
kg
1.00
16.00
0.16
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
162
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
1052(10)
Item No.lDescription
Unit of Measurement
Output per hour
Steel H-Piles, driven
m
4.50m
Designation
A. Labor
No. of Person/s
No. of HourIs
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.
a. Construction Foreman
b. Skilled Laborer
1
1.00
6
1.00
c. Unskilled Laborer
6
1.00
No. of Unitls
No. of HourIs
1
1.00
0.25
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Truck Mounted Crane (41 - 45 mt)
b. Diesel Hammer (K25 or equivalent)
c. Drop Hammer
d. Cutting Outfit
e. Welding Machine (500 A), Gas/Diesel Driven
1
1
1
1
See latest
ACEL
rental
rates.
0.40
0.15
0.10
Minor Tools (5% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
4.50m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
a. Coco Log - 2 uses
b. Good Lumber (Falsework) - 4 uses
c. Nail/Spike (1 kg/100 bd-ft of Lumber)
m
bd-ft
kg
16.00
0.16
d. Oxygen/Acetylene
set
kg
0.032
0.08
Quantity
Unit Cost
Amount
(PhP)
F. Materials
(1 set/5000 kg of Steel)
e. Welding Rod (1 kg/2000 kg of Steel)
Miscellaneous (2% of Materials Cost)
1.00
Prices of materials are variable per Regionl
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.
Note:
Assumed
weight of Steel H-Pile is 159 kglm
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Continoencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
J. Value Added Tax (VAT)
K. Total Unit Cost
163
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 Personls
No. of HourIs
Amount
Hourly Rate
(PhP)
A. Labor
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
a. Construction Foreman
b. Skilled Laborer
1
1.00
6
1.00
c. Unskilled Laborer
6
1.00
No. of Unitls
No. of HourIs
1
0.58
0.25
Sub - Total for A
Name and Capacity
Hourly Rate
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)
1
1
1
1
See latest
AGEL
rental
rates.
0.13
0.08
0.08
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
3.00m
E. Direct Unit Cost (G + D)
Name and Specification
Unit
Quantity
a. Tubular Pile (0.40 m ¢ x 9.50 mm thk)
m
1.00
kg
0.048
0.019
Unit Cost
Amount
(PhP)
F. Materials
(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
set
m
bd-ft
kg
1.00
16.00
Prices of materials are variable per Regionl
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.
0.16
(2% of Materials Cost)
Note:
Assumed
weight of Tubular Pipe Pile is 95.93
kglm
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
J. Value Added Tax (VAT)
K. Total Unit Cost
164
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 HourIs
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.
a. Construction Foreman
b. Skilled Laborer
1
1.00
6
1.00
c. Unskilled Laborer
6
1.00
No. of Unitls
No. of HourIs
1
1.00
1.00
1.00
Sub - Total for A
Name and Capacity
Hourly Rate
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
e. Cutting Outfit
Driven
1
1
1
1
See latest
AGEL
rental
rates.
1.00
0.50
Minor Tools (5% of Labor Cost)
.f
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
10.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Welding Rod (1 kg/2000 kg of Steel)
kg
b. OxygenlAcetylene
set
0.024
0.0096
c. Coco Log - 2 uses
d. Good Lumber - 4 uses
m
bd-ft
0.18
1.55
e. Assorted CWN (1 kg/100 bd-ft of Lumber)
Miscellaneous (2% of Materials Cost)
kg
0.02
Unit Cost
Amount
(PhP)
F. Materials
(1 set/5000 kg of Steel)
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
165
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
A. Labor
-
1052(13)
Precast Concrete Sheet Piles, driven
m
2.80m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
a. Construction Foreman
b. Skilled Laborer
1
1.00
6
c. Unskilled Laborer
6
1.00
1.00
No. of Unitls
No. of HourIs
1
1
0.56
Sub - Total for A
Name and Capacity
Hourly Rate
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)
1
2
0.31
0.31
0.19
1
0.19
See latest
ACEL
rental
rates.
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
2.80m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
bd-ft
0.71
Unit Cost
Amount
(PhP)
F. Materials
a. Coco Log - 2 uses
b. Good Lumber - 4 uses
c. NaillSpike (1 kg/100 bd-ft of Lumber)
d. Assorted CWN (1 kg/100 bd-ft of Lumber)
Miscellaneous (2% of Materials Cost)
kg
kg
6.19
0.06
0.06
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
166
Part C - Finishing
DETAilED
Item No./Description
Unit of Measurement
Output per hour
1052(14)a
UNIT PRICE ANALYSIS (DUPA)
Precast Concrete Piles, driven (soft strata)
m
2.40 m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor •
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.00
b. Skilled Laborer
6
c. Unskilled Laborer
6
1.00
1.00
No. of Unitls
No. of HourIs
1
1
0.53
0.27
1
1
0.13
0.20
2
1
0.20
0.20
Sub - Total for A
Name and Capacity
Hourly Rate
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)
See latest
AGEL
rental
rates.
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour 2.40 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
bd-ft
1.00
16.00
kg
kg
0.16
Unit Cost
Amount
(PhP)
F. Materials
a. Coco Log - 2 uses
b. Good Lumber - 4 uses
c. NaillSpike (1 kg/100 bd-ft of Lumber)
d. OxygenlAcetylene
Miscellaneous
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.
0.01
(2% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's
& Miscellaneous
(OGM) Expenses
15%/12%/10%/8%
Profit (CP)
ofG
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
167
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 HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
1
1.00
b. Skilled Laborer
6
1.00
c. Unskilled Laborer
6
1.00
No. of Unitls
No. of HourIs
1
1
1
0.62
0.41
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. 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 Gost)
1
2
0.11
0.16
0.16
1
0.16
See latest
AGEL
rental
rates.
f
Sub - Total for B
Total (A + B)
C.
D. Output per Hour 1.95 m
E. Direct Unit Cost (C + D)
,
Name and Specification
Unit
Quantity
a. Coco Log - 2 uses
b. Good Lumber - 4 uses
c. Nail/Spike (1 kg/100 bd-ft of Lumber)
m
bd-ft
16.00
d. Oxygen/Acetylene
Miscellaneous (2% of Materials Cost)
set
Unit Cost
Amount
(PhP)
F. Materials
kg
1.00
0.16
0.01
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
ofG
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
J. Value Added Tax (VAT)
K. Total Unit Cost
168
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 HourIs
Hourly Rate
Amount
(PhP)
A. Labor .
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.00
b. Skilled Laborer
6
c. Unskilled Laborer
6
1.00
1.00
No. of Unitls
No. of HourIs
1
1
0.53
0.27
1
1
0.13
0.20
2
1
0.20
0.20
Sub - Total for A
Name and Capacity
Hourly Rate
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)
See latest AGEL rental rates.
.J
Sub - Total for B
Total (A + B)
2.40 m
D. Output per Hour =
C.
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
bd-ft
1.00
16.00
kg
0.16
set
0.01
Unit Cost
Amount
(PhP)
F. Materials
a. Coco Log - 2 uses
b. Good Lumber (Falsework) - 4 uses
c. Nail/Spike (1 kg/100 bd-ft of Lumber)
d. OxygenlAcetylene
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 Office Price
Monitoring Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
Profit (CP)
ofG
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
169
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
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 HourIs
1
6
1.00
1.00
6
1.00
No. of Unitls
No. of HourIs
a. Truck Mounted Crane (41 - 45 mt)
b. Diesel Hammer (K25 or equivalent)
c. Drop Hammer
1
1
1
0.62
d. Cutting Outfit
e. Jack Hammer
1
2
f. Air Compressor (356 - 450 cfm)
Minor Tools (10% of Labor Cost)
1
Amount
Hourly Rate
(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
See latest
ACEL
rental
rates.
0.41
0.11
0.16
0.16
0.16
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
1.95 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Coco Log - 2 uses
m
b. Good Lumber (Falsework) - 4 uses
c. NaillSpike (1 kg/100 bd-ft of Lumber)
d. OxygenlAcetylene
bd-ft
kg
1.00
16.00
Unit Cost
Amount
(PhP)
F. Materials
Miscellaneous
set
0.16
0.01
(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 Office Price
Monitoring Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
170
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
A. Labor
No. of Person/s
No. of HourIs
1
6
1.00
1.00
6
1.00
No. of Unitls
No. of HourIs
1
1
0.53
0.27
1
1
0.13
0.20
2
1
0.20
0.20
Amount
Hourly Rate
(PhP)
.
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. 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)
See latest
AGEL
rental
rates.
Minor Tools (10% of Labor Cost)
.f
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
2.40 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
bd-ft
2.00
16.00
Unit Cost
Amount
(PhP)
F. Materials
a. Coco Log - 2 uses
b. Good Lumber (Falsework) - 4 uses
c. NaillSpike (1 kg/100 bd-ft of Lumber)
d.Oxygen/Acetylene
e. Fabricated
RC Pile (delivered at site)
kg
0.16
set
m
0.01
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.
Note:
The unit cost of Fabricated RC Pile is dependent
on its type.
Please refer to the Direct Cost of
Item 1052(7)a
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OGM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
171
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 HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
b. Skilled Laborer
c. Unskilled Laborer
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.00
6
1.00
6
1.00
No. of Unitls
No. of HourIs
1
1
1
0.62
0.41
0.11
1
2
1
0.16
0.16
Sub - Total for A
Name and Capacity
Amount
Hourly Rate
(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)
See latest
ACEL
rental
rates.
0.16
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
Unit
a. Coco Log - 2 uses
b. Good Lumber (Falsework) - 4 uses
c. NaillSpike (1 kg/100 bd-ft of Lumber)
d. Oxygen/Acetylene
m
bd-ft
kg
set
16.00
0.16
0.01
e. Fabricated RC Pile (delivered at site)
m
1.00
Quantity
Unit Cost
Amount
(PhP)
F. Materials
2.00
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.
Note:
The unit cost of Fabricated RC Pile is dependent
on its type.
Please refer to the Direct Cost of
Item 1052(7)a
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
172
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1052(17)a
Concrete Piles cast in Drilled Holes, 0.80 m 0, fc' = 28 MPa (ordinary soil condition)
m
1.58 m
Designation
No. of Person/s
No. of Houris
Hourly Rate
Amount
(PhP)
A. Labor
a. Con~truction
Foreman
1
1.00
5
1.00
6
1.00
d. Skilled Laborer
9
0.50
e. Unskilled Laborer
17
0.50
No. of Unitls
No. of Houris
a. Drilling Rig (300 hp)
1
b. Crawler Crane (41 - 45 mt)
c. Crawler Crane (21 - 25 mt)
1
1
0.26
0.95
0.95
d. Dump Truck (12 yd3)
1
0.95
1
0.95
f. Generator Set (300 kW)
g. Bentonite Bin
1
1
0.95
h. Bentonite Mixer
i . Water Pump, 100 mm suction !1l(7.5 hp)
j. Water Truck (16000 L)
1
1
1
k. Bar Cutter
I. Bar Bender
1
1
m. Welding Machine (500A), Electric Driven
n. Cutting Outfit
1
1
o. Tremie Pipe Set
p. SPT & Desanding
1
1
2
0.24
0.24
1
1
0.05
0.95
Unit
Quantity
b. Skilled Laborer
c. Unskilled Laborer
Fabrication
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor
Rates.
of Cage Bar
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
e. Payloader (1.50 m\
LX80-2C
Machine
q. Portable Breaker, BHF30S
r. Air Compressor, Portable (126 - 160 cfm)
s. Lighting System/Tower
Lights
See latest AGEL
rental
rates.
0.50
0.50
0.74
0.74
0.50
0.50
0.71
0.71
f
0.05
Minor Tools (10% of Labor Cost)
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
1.58 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix Concrete, fc' = 28 MPa @ 28 Days
cu.m
0.55
b. Reinforcing
kg
205.00
Steel Bar'
c. Tire Wire (2% of RSB)
kg
4.10
d. OxygenlAcetylene
set
kg
0.041
(1 set/5000 kg. of RSB)
e. Welding Rod (1 kg/2000 kg of RSB)
Miscellaneous (3% of Materials, Bentonite and etc.)
* Its quantity is variable depending
0.10
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 Office Price
Monitoring Committee.
on the actual design
G. Direct Unit Cost (E + F)
H. Overhead, ContinQencies
I. Contractor's
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
Profit (CP)
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
J. Value Added Tax (VAT)
K. Total Unit Cost
173
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1052(17)b
Concrete Piles cast in Drilled Holes, 1.00 m 0, fc' = 28 MPa (ordinary soil condition)
m
1.33 m
Designation
No. of Person/s
No. of HourIs
1
5
1.00
1.00
6
1.00
9
16
0.56
0.56
No. of Unitls
No. of HourIs
1
0.31
1
1
0.96
0.96
d. Dump Truck (12 yd3)
1
0.96
e. Payloader (1.50 m3), LX80-2C
1
1
0.96
0.96
1
1
1
0.53
0.53
0.78
1
1
1
0.78
0.56
0.56
n. Cutting Outfit
o. Tremie Pipe Set
1
1
1
0.73
0.73
0.22
p. SPT & Desanding Machine
q. Portable Breaker, BHF30S
1
2
0.24
0.04
r. Air Compressor, Portable (126 - 160 cfm)
s. Lighting SystemlTower Lights
1
1
0.04
0.96
Unit
Quantity
Amount
Hourly Rate
(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.
Fabrication of Cage Bar
d. Skilled Laborer
e. Unskilled Laborer
Sub - Total for A
Name and Capacity
Amount
Hourly Rate
(PhP)
B. Equipment
a. Drilling Rig (300 hp)
b. Crawler Crane (41 - 45 mt)
c. Crawler Crane (21 - 25 mt)
f. Generator Set (300 kW)
g. Bentonite Bin
h. Bentonite Mixer
i . Water Pump, 100 mm suction 11l (7.5 hp)
j. Water Truck (16000 L)
k. Bar Cutter
I. Bar Bender
m. Welding Machine (500A), Electric Driven
See latest
AGEL
rental
rates.
.J
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)
Name and Specification
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix Concrete, fc'
= 28 MPa @ 28 Days
cU.m
0.86
b. Reinforcing Steel Bar *
c. Tire Wire (2% of RSB)
kg
253.59
kg
d. OxygenlAcetylene
set
kg
5.07
0.051
(1 set/5000 kg. of RSB)
e. Welding Rod (1 kg/2000 kg of RSB)
Miscellaneous (3% of Materials, Bentonite and etc.)
* Its quantity is variable depending
0.13
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 Office Price
Monitoring Committee.
on the actual design
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
174
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1052(17)c
Concrete Piles cast in Drilled Holes, 1.20 m 0, fe' = 28 MPa (ordinary soil condition)
m
1.09 m
Designation
No. of Person/s
No. of Hour/s
Hourly Rate
Amount
(PhP)
A. Labor
a. Com~truction 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.
1
1.00
5
6
1.00
1.00
8
15
0.60
0.60
No. of Unitls
No. of Hour/s
a. Drilling Rig (300 hp)
b. Crawler Crane (41 - 45 mt)
1
1
0.35
c. Crawler Crane (21 - 25 mt)
1
d. Dump Truck (12 yd3)
1
0.96
1
0.96
0.96
c. Unskilled Laborer
Fabrication of Cage Bar
d. Skilled Laborer
e. Unskilled Laborer
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
e. Payloader (1.50 m\
LX80-2C
f. Generator Set (300 kW)
g. Bentonite Bin
1
1
h. Bentonite Mixer
i . Water Pump, 100 mm suction (Il (7.5 hp)
j. Water Truck/Pump (16000 L)
k. Bar Cutter
1
1
I. Bar Bender
m. Welding Machine (500 A), Electric Driven
n. Cutting Outfit
o. Tremie Pipe Set
p. SPT & Desanding
1
1
1
1
1
1
1
Machine
See latest
ACEL
rental
rates.
0.96
0.96
0.56
0.56
0.82
0.82
0.60
0.60
0.75
0.75
0.22
0.25
q. Portable Breaker, BHF30S
r. Air Compressor, Portable (126- 160 cfm)
2
1
s. Lighting SystemfTower Lights
Minor Tools (10% of Labor Cost)
1
0.04
0.96
Unit
Quantity
cU.m
kg
1.24
304.30
c. Tire Wire (2% of RSB)
kg
6.09
d. Oxygen/Acetylene
set
kg
0.15
.J
0.04
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
1.09 m
E. Direct Unit Cost (C + D)
=
Name and Specification
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix Concrete, fe'
b. Reinforcing Steel Bar *
= 28 MPa @ 28 Days
(1 set/5000 kg. of RSB)
e. Welding Rod (1 kg/2000 kg of RSB)
Miscellaneous
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.
0.06
(3% of Materials, Bentonite and etc.)
* Its quantity is variable depending
on the actual design
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
175
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 0, fc' = 28 MPa (ordinary soil condition)
m
0.81 m
Designation
No. of Person/s
No. of HourIs
1
1.00
5
6
1.00
1.00
d. Skilled Laborer
7
0.65
e. Unskilled Laborer
13
0.65
No. of Unitls
No. of HourIs
1
1
0.39
0.97
c. Crawler Crane (21 - 25 mt)
1
0.97
d. Dump Truck (12 yd3)
1
0.97
Amount
Hourly Rate
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Unskilled Laborer
Fabrication of Cage Bar
LabDr Rates are variable per RegiDn/District
based Dn minimum wage as apprDved by
DOLE. Refer tD the Schedule Df LabDr Rates.
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Drilling Rig (300 hp)
b. Crawler Crane (41 - 45 mt)
e. Payloader (1.50 m\
LX80-2C
f. Generator Set (300 kW)
g. Bentonite Bin
h. Bentonite Mixer
i . Water Pump, 100 mm suction ¢ (7.5 hp)
j. Water Truck/Pump (16000 L)
k. Bar Cutter
I. Bar Bender
m. Welding Machine (500 A), Electric Driven
n. Cutting Outfit
o. Tremie Pipe Set
p. SPT & Desanding
Machine
1
0.97
1
1
0.97
0.61
1
1
1
0.61
0.86
0.86
1
1
1
0.65
0.65
0.76
1
1
1
0.76
0.22
q. Portable Breaker, BHF30S
r. Air Compressor, Portable (126- 160 cfm)
2
1
0.26
0.03
0.03
s. Lighting SystemfTower Lights
Minor Tools (10% of Labor Cost)
1
0.97
Unit
Quantity
cU.m
kg
1.94
387.77
See latest
AGEL
rental
rates.
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
0.81 m
E. Direct Unit Cost (C .;. D)
Name and Specification
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix Concrete, fc' = 28 MPa @ 28 Days
b. Reinforcing
Steel Bar'
c. Tire Wire (2% of RSB)
kg
7.76
d. Oxygen/Acetylene (1 set/5000 kg of RSB)
e. Welding Rod (1 kg/2000 kg of RSB)
set
kg
0.08
Miscellaneous
• Its quantity
Prices Df materials are variable per RegiDn/
District based Dn the prevailing unit prices in
the IDcality which include payment Df IDcal
taxes and hauling CDSt tD the project site.
Refer tD the CDnstructiDn Material Price Data
established quarterly by Central Office Price
MDnitDring CDmmittee.
0.19
(3% of Materials, Bentonite and etc.)
is variable
depending
Dn the actual design
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
15%/12%/10%/8%
10%/8%
(OGM) Expenses
of G
of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
176
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 0, fe' = 28 MPa (ordinary soil condition)
m
0.62 m
Designation
No. of Person/s
No. of Hour/s
1
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.
5
1.00
6
1.00
6
11
0.68
No. of Unitls
No. of Hour/s
a. Drilling Rig (300 hp)
1
0.42
b. Crawler Crane (41 - 45 mt)
c. Crawler Crane (21 - 25 mt)
1
1
0.98
0.98
d. Dump Truck (12 yd3)
1
0.98
1
0.98
f. Generator Set (300 kW)
g. Bentonite Bin
1
1
0.98
0.64
h. Bentonite Mixer
1
1
1
0.64
0.90
0.90
1
1
1
0.68
0.68
Fabrication of Cage Bar
d. Skilled Laborer
e. Unskilled Laborer
0.68
Sub - Total for A
Name and Capacity
Amount
Hourly Rate
(PhP)
B. Equipment
e. Payloader (1.50 m\
LX80-2C
i . Water Pump, 100 mm suction 11l(7.5 hp)
j. Water Truck/Pump (16000 L)
k. Bar Cutter
I. 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
s. Lighting System/Tower Lights
cfm)
1
1
0.76
0.76
0.22
1
2
0.26
0.02
1
0.02
1
0.98
Unit
Quantity
See latest
AGEL
rental
rates.
.J
Minor Tools (10% of Labor Cost)
Sub - Total for B
Total (A + B)
C.
D. Output per Hour 0.62m
E. Direct Unit Cost (C + D)
Name and Specification
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix Concrete, fe' = 28 Mpa @ 28 D
cU.m
2.80
b. Reinforcing
c. Tire Wire (2% of RSB)
kg
kg
451.98
9.04
d. Oxygen/Acetylene (1 set/5000 kg of RSB)
e. Welding Rod (1 kg/2000 kg of RSB)
set
kg
0.09
Steel Bar'
Miscellaneous
• Its quantity
0.23
(3% of Materials, Bentonite and etc.)
is variable
depending
Prices of materials are variable per Regionl
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.
on the actual design
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
Profit (CP)
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
177
Part C - Finishing
DEl AILED 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 0, fc' = 28 MPa (ordinary soil condition)
m
0.53 m
Designation
No. of Personls
No. of HourIs
Amount
Hourly Rate
(PhP)
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.
1
1.00
5
6
1.00
1.00
5
10
0.70
0.70
No. of Unitls
No. of HourIs
1
c. Crawler Crane (21 - 25 mt)
1
1
0.44
0.98
0.98
d. Dump Truck (12 yd3)
1
0.98
1
1
0.98
c. Unskilled Laborer
Fabrication of Cage Bar
d. Skilled Laborer
e. Unskilled Laborer
Sub - Total for A
Name and Capacity
Amount
Hourly Rate
(PhP)
B. Equipment
a. Drilling Rig (300 hp)
b. Crawler Crane (41 - 45 mt)
e. Payloader (1.50 m\
LX80-2C
f. Generator Set (300 kW)
g. Bentonite Bin
h. Bentonite Mixer
i . Water Pump, 100 mm suction (1l (7.5 hp)
j. Water Truck/Pump (16000 L)
k. Bar Cutter
I. Bar Bender
m. Welding Machine (500 A), Electric Driven
1
1
1
1
1
1
1
n. Cutting Outfit
1
o. Tremie Pipe Set
p. SPT & Desanding
1
1
2
Machine
q. Portable Breaker, BHF30S
r. Air Compressor, Portable (126- 160 cfm)
AGEL
rental
rates.
0.98
0.65
0.65
0.91
0.91
0.70
0.70
0.77
0.77
0.21
0.26
.J
0.02
0.02
1
1
s. Lighting System/Tower Lights
Minor Tools (10% of Labor)
See latest
0.98
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
0.53m
E. Direct Unit Cost (C + D)
Name and Specification
F. Materials
Unit
Quantity
Unit Cost
Amount
(PhP)
.
a. Ready Mix Concrete, fc' = 28 MPa @ 28 Days
cU.m
3.46
b. Reinforcing
kg
kg
490.33
set
kg
0.098
0.25
Steel Bar'
c. Tire Wire (2% of RSB)
d. OxygenlAcetylene (1 set/5000 kg of RSB)
e. Welding Rod (1 kg/2000
Miscellaneous
kg of RSB)
9.81
(3% of Materials, Bentonite and etc.)
• Its quantity is variable depending
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.
on the actual design
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
178
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 HourIs
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.
a. Construction Foreman
b. Skilled Laborer
1
1.00
6
1.00
c. Unskilled Laborer
6
1.00
No. of Unitls
No. of HourIs
a. Truck Mounted Crane (41 - 45 mt)
1
0.39
b. Diesel Hammer (K25 or equivalent)
c. Drop Hammer
1
0.15
1
1
0.07
0.12
1
1
1
0.12
0.05
0.05
1
0.17
1
1
1
0.04
0.04
-
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
d. Bar Cutter
e. Bar Bender
f. Welding Machine (500A), GaslDiesel
g. Cutting Outfit
Driven
h. One Bagger Mixer
i. Water Truck/Pump (16000L)
j. Concrete Vibrator
k. Tremie Pipe Set
See latest ACEL
rental
rates.
0.17
Minor Tools (10% of Labor Cost)
.J
C.
D. Output per Hour =
Sub - Total for B
Total (A + B)
1.80 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
Amount
(PhP)
F. Materials
a. Tubular Pile (0.40 m ~ x 9.50 mm thk)*
m
1.00
b. Reinforcing
C. Cement
kg
bag
29.547
1.194
m'
0.063
m'
kg
0.126
0.591
Steel Bar
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)
kg
0.063
set
m
0.025
1.00
bd-ft
16.00
kg
0.16
Prices of materials are variable per Regionl
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.
Note:
*Assumed
95.93 kglm
weight of Tubular Pipe Pile is
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
179
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
1.00
1.00
Amount
Hourly Rate
(PhP)
A. Labor
a. Construction
Foreman
b. Skilled Laborer
c. Unskilled Laborer
.6
6
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1.00
Sub - Total for A
Name and Capacity
No. of Unitls
No. of Hour/s
1
0.45
1
1
0.17
0.08
1
1
1
0.14
0.14
0.06
g. Cutting Outfit
h. Concrete Vibrator
1
1
0.06
0.01
i. Tremie Pipe Set
Minor Tools (10% of Labor Cost)
1
0.05
Amount
Hourly Rate
(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
See latest
ACEL
rental
rates.
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
2.00m
E. Direct Unit Cost (C + D)
.J
Name and Specification
Unit
Quantity
Unit Cost
Amount
(PhP)
F. Materials
a. Tubular Pile (0.40 m ¢ x 9.50 mm thk)*
m
kg
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)
m'
kg
kg
set
0.063
0.025
g. Coco Log- 2 uses
h. Good Lumber (Falsework)-
m
bd-ft
1.00
16.00
kg
0.16
4 uses
i. Nail/Spike (1 kg/100 bd-ft of Lumber)
Miscellaneous
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.
1.00
29.547
0.132
0.591
(2% of Materials Cost)
Note:
'Assumed weight of Tubular Pipe Pile is
95.93 kglm.
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
180
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1052(19)a
Concrete Piles cast in Steel Pipes, furnished and driven
m
2.40 m
No. of Person/s
No. of HourIs
1
1.00
6
6
1.00
No. of Unitls
No. of HourIs
a. Truck Mounted Crane (41 - 45 mt)
b. Diesel Hammer (K25 or equivalent)
1
1
0.39
0.15
c. Drop Hammer
1
0.07
d. Bar Cutter
e. Bar Bender
f. Welding Machine (500A), GaslDiesel
g. Cutting Outfit
1
1
1
0.12
0.12
0.05
1
0.05
0.17
Designation
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Unskilled Laborer
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor
Rates.
1.00
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
Driven
h. One Bagger Mixer
i. Water Truck/Pump (16000L)
1
1
1
j. Concrete Vibrator
k. Tremie Pipe Set
1
See latest ACEL rental rates.
0.04
0.04
0.17
Minor Tools (10% of Labor Cost)
Sub - Total for B
Total (A + B)
D. Output per Hour =
2.40 m
E. Direct Unit Cost (C + D)
,oJ
C.
Name and Specification
Unit
Quantity
m.
kg.
1.00
29.547
1.194
Unit Cost
Amount
(PhP)
F. Materials
a. Tubular Pile (0.40 m (Il x 9.50 mm thk)*
b. Reinforcing
c. Cement
Steel Bar
bag
m3
d. Sand
e. Gravel
1. #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. NaillSpike (1 kg/100 bd-ft of Lumber)
Miscellaneous
Prices of materials are variable per Regionl
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.
0.063
m3
kg.
0.126
0.591
kg.
0.063
set
m
0.025
1.00
bd-ft
16.00
kg.
0.16
(2% of Materials Cost)
Note:
*Assumed weight of Tubular Pipe Pile is
95.93 kglm.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
ofG
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
181
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
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
1.00
1.00
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
b. Skilled Laborer
c. Unskilled Laborer
6
6
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1.00
Sub - Total for A
Name and Capacity
No. of Unitls
No. of Hour/s
1
1
0.45
Hourly Rate
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
1
1
1
1
1
1
1
See latest
AGEL
rental
rates.
0.17
0.08
0.14
0.14
0.06
0.06
0.01
0.05
Minor Tools (10% of Labor Cost)
Sub - Total for B
Total (A + B)
C.
D. Output per Hour 2.00m
E. Direct Unit Cost (C + D)
·oJ
Name and Specification
Unit
Quantity
Unit Cost
Amount
(PhP)
F. Materials
a. Tubular Pile (0.40 m ¢ x 9.50 mm thk)*
m
kg
b. Reinforcing Steel Bar
c. Ready Mix Concrete fc'=20.7 MPa
d. #16 Tie Wire (2% of RSB)
m'
kg
kg
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)-
set
m
4 uses
bd-ft
kg
i. Nail/Spike (1 kg/100 bd-ft of Lumber)
Miscellaneous (2% of Materials Cost)
1.00
Prices of materials are variable per Regionl
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.
29.547
0.132
0.591
0.063
0.025
1.00
16.00
0.16
Note:
'Assumed weight of Tubular Pipe Pile is
95.93 kglm.
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
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
182
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 HourIs
Amount
Hourly Rate
(PhP)
A. Labor .
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.00
b. Skilled Laborer
1
1.00
c. Unskilled Laborer
1
1.00
No. of Unitls
No. of HourIs
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Welding Machine (500A), Electric Driven
1
1.00
b. Bar Cutter
c. Bar Bender
1
1
0.25
0.25
See latest
AGEL
rental
rates.
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
4.00 ea
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Steel Bar, Grade 40
kg
kg
23.86
6.00
kg
0.015
Unit Cost
Amount
(PhP)
F. Materials
a. Reinforcing
b. Steel Plate (100+100) x 300 mm, 12 mm thk
c. Welding Rod (1 kg/2000 kg of Steel)
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
10%/8%
J. Value Added Tax (VAT)
of G
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
183
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 0 (ordinary soil condition)
m
1.58 m
Designation
No. of Person/s
No. of HourIs
a. ConStruction Foreman
1
b. Skilled Laborer
c. Unskilled Laborer
5
6
1.00
1.00
Hourly Rate
Amount
(PhP)
A. Labor
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1.00
Fabrication of Cage Bar
d. Skilled Laborer
e. Unskilled Laborer
9
17
0.50
No. of Unitls
No. of HourIs
1
1
0.26
0.50
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Drilling Rig (300 hp)
b. Crawler Crane (41 - 45 mt)
c. Crawler Crane (21 - 25 mt)
1
0.95
0.95
d. Dump Truck (12 yd3)
1
0.95
e. Payloader (1.50 m3), LX80-2C
1
f. Generator Set (300 kW)
g. Bentonite Bin
h. Bentonite Mixer
1
0.95
0.95
1
1
1
0.50
0.50
0.74
1
1
1
1
0.74
0.50
0.50
0.71
o. Tremie Pipe Set
1
1
0.71
0.24
p. SPT & Desanding Machine
q. Portable Breaker, BHF30S
1
2
0.24
0.05
r. Air Compressor, Portable (126 - 160 cfm)
s. Lighting SystemlTower Lights
1
1
0.05
0.95
Unit
Quantity
i . Water Pump, 100 mm suction !2l (7.5 hp)
j. Water Truck (16000 L)
k. Bar Cutter
I. Bar Bender
m. Welding Machine (500A), Electric Driven
n. Cutting Outfit
See latest AGEL rental rates.
J
,
Minor Tools (10% of Labor Cost)
C.
=
Sub - Total for B
Total (A + B)
D. Output per Hour
1.58 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix Concrete, fe'
b. Reinforcing Steel Bar *
= 28 MPa @ 28 Days
cU.m
kg
c. Tire Wire (2% of RSB)
kg
d. OxygenlAcetylene
set
0.041
kg
0.10
(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 Regionl
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.
0.55
205.00
4.10
• Its quantity is variable depending on the actual design
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
184
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 0 (ordinary soil condition)
m
1.33 m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
1
1.00
5
c. Unskilled Laborer
6
1.00
1.00
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
Fabrication of Cage Bar
d. Skilled Laborer
e. Unskilled Laborer
9
16
0.56
No. of Unitls
No. of HourIs
0.56
Sub - Total for A
Name and Capacity
Amount
Hourly Rate
(PhP)
B. Equipment
a. Drilling Rig (300 hp)
b. Crawler Crane (41- 45 mt)
1
0.31
c. Crawler Crane (21- 25 mt)
1
1
0.96
0.96
d. Dump Truck (12 yd3)
1
0.96
e. Payloader (1.50 m3), LX80-2C
f. Generator Set (300 kW)
g. Bentonite Bin
1
1
0.96
0.96
1
1
0.53
0.53
0.78
h. Bentonite Mixer
i . Water Pump, 100 mm suction 0 (7.5 hp)
1
1
1
0.78
0.56
1
1
0.56
0.73
1
1
1
0.73
0.22
0.24
q. Portable Breaker, BHF30S
r. Air Compressor, Portable (126- 160 cfm)
2
1
0.04
0.04
s. Lighting SystemlTower
1
0.96
Unit
Quantity
j. Water Truck/Pump (16000L)
k. Bar Cutter
I. Bar Bender
m. Welding Machine (500 A), Electric Driven
n. Cutting Outfit
o. Tremie Pipe Set
p. SPT & Desanding
Machine
Lights
See latest
ACEL
rental
rates.
.J
Minor Tools (10% of Labor Cost)
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
1.33 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit Cost
Amount
(PhP)
F. Materials
3
a. Ready Mix Concrete, fe' = 28 MPa
b. Reinforcing Steel Bar *
m
kg
0.86
253.59
c. Tire Wire (2% of RSB)
kg
5.07
d. OxygenlAcetylene
set
0.051
kg
0.13
(1 set/5000 kg of RSB)
e. Welding Rod (1 kg/2000 kg of RSB)
Miscellaneous (3% of Materials, Bentonite and etc.)
* Its quantity is variable depending
Prices of materials are variable per Regionl
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.
on the actual design
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
185
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1052(23)c
Bored Piles, 1.20 m "" (ordinary soil condition)
m
1.09 m
Designation
No. of Person/s
No. of HourIs
1
5
1.00
1.00
6
1.00
8
15
0.60
0.60
No. of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Unskilled Laborer
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
Fabrication of Cage Bar
d. Skilled Laborer
e. Unskilled Laborer
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Drilling Rig (300 hp)
b. Crawler Grane (41- 45 mt)
1
1
c. Crawler Crane (21- 25 mt)
1
d. Dump Truck (12 yd3)
1
1
1
e. Payloader (1.50 m3), LX80-2G
f. Generator Set (300 kW)
g. Bentonite Bin
h. Bentonite Mixer
i . Water Pump, 100 mm suction""
j. Water Truck/Pump (16000L)
k. Bar Cutter
1
1
0.35
rental
rates.
0.96
0.56
0.56
0.82
0.82
1
1
1
I. Bar Bender
m. Welding Machine (500 A), Electric Driven
n. Cutting Outfit
1
1
1
o. Tremie Pipe Set
1
1
0.75
0.22
0.25
2
1
0.04
0.04
1
0.96
Unit
Quantity
r. Air Compressor, Portable (126-160 cfm)
s. Lighting System /Tower Lights
AGEL
0.96
0.96
(7.5 hp)
p. SPT & Desanding Machine
q. Portable Breaker, BHF30S
See latest
0.96
0.96
0.60
0.60
0.75
.J
Minor Tools (10% of Labor Cost)
Sub - Total for B
Total (A + B)
C.
D. Output per Hour 1.09 m
E. Direct Unit Cost (G + D)
Name and Specification
Unit Cost
Amount
(PhP)
F. Materials
3
a. Ready Mix Concrete, fe' = 28 MPa
m
1.24
b. Reinforcing
kg
304.30
c. Tire Wire (2% of RSB)
kg
d. OxygenlAcetylene (1 set/5000 kg of RSB)
e. Welding Rod (1 kg/2000 kg of RSB)
set
6.09
0.061
kg
0.15
Miscellaneous
• Its quantity
Steel Bar'
(3% of Materials, Bentonite and etc.)
is variable
depending
Prices of materials are variable per Regionl
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.
on the actual design
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
ofG
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
J. Value Added Tax (VAT)
K. Total Unit Cost
186
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 0 (ordinary soil condition)
m
0.81 m
Designation
No. of Person/s
No. of Hour/s
Hourly Rate
Amount
(PhP)
A. Labor
-
a. Construction
Foreman
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.00
5
1.00
6
1.00
d. Skilled Laborer
7
0.65
e. Unskilled Laborer
13
0.65
No. of Unitls
No. of Hour/s
a. Drilling Rig (300 hp)
1
0.39
b. Crawler Crane (41- 45 mt)
c. Crawler Crane (21- 25 mt)
1
1
0.97
0.97
d. Dump Truck (12 yd3)
1
0.97
e. Payloader (1.50 m3), LX80-2C
f. Generator Set (300 kW)
1
1
0.97
0.97
g. Bentonite Bin
h. Bentonite Mixer
i . Water Pump, 100 mm suction 0 (7.5 hp)
1
1
1
0.61
0.61
0.86
j. Water Truck/Pump
k. Bar Cutter
I. Bar Bender
1
1
0.86
0.65
m. Welding Machine (500 A), Electric Driven
1
1
0.65
0.76
n. Cutting Outfit
o. Tremie Pipe Set
1
1
0.76
0.22
p. SPT & Desanding Machine
q. Portable Breaker, BHF30S
1
2
0.26
0.03
r. Air Compressor,
1
1
0.03
0.97
Unit
Quantity
b. Skilled Laborer
c. Unskilled Laborer
Fabrication of Cage Bar
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
(16000L)
Portable (126-160 cfm)
s. Lighting System/Tower Lights
Minor Tools (10% of Labor Cost)
C.
D. Output per Hour =
See latest AGEL rental
rates.
.J
Sub - Total for B
Total (A + B)
0.81 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit Cost
Amount
(PhP)
F. Materials
3
a. Ready Mix Concrete, fc' = 28 MPa
m
1.94
b. Reinforcing
kg
kg
387.77
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.)
• Its quantity
is variable depending
set
kg
Prices of materials are variable per Regionl
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.
7.76
0.078
0.19
on the actual design
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OGM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
187
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 QJ (ordinary soil condition)
m
0.62 m
Designation
No. of Person/s
No. of Houris
1
1.00
1.00
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Unskilled Laborer
5
6
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1.00
Fabrication of Cage Bar
d. Skilled Laborer
7
e. Unskilled Laborer
12
0.68
0.68
No. of Unitls
No. of Houris
1
0.42
1
1
0.98
0.98
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Drilling Rig (300 hp)
b. Crawler Crane (41- 45 mt)
c. Crawler Crane (21- 25 mt)
d. Dump Truck (12 yd3)
1
0.98
f. Generator Set (300 kW)
1
1
0.98
0.98
g. Bentonite Bin
h. Bentonite Mixer
1
1
0.64
0.64
i . Water Pump, 100 mm suction QJ (7.5 hp)
j. Water Truck/Pump (16000L)
k. Bar Cutter
I. Bar Bender
1
1
1
1
0.90
0.90
0.68
m. Welding Machine (500 A), Electric Driven
n. Gutting Outfit
o. Tremie Pipe Set
1
1
1
p. SPT & Desanding
1
2
e. Payloader (1.50 m\
LX80-2C
Machine
q. Portable Breaker
r. Air Compressor, Portable (126-160 cfm)
1
1
s. Lighting SystemlTower Lights
Minor Tools (10% of Labor Cost)
See latest
AGEL
rental
rates.
0.68
0.76
0.76
0.22
0.26
.J
0.02
0.02
0.98
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
0.62 m
E. Direct Unit Gost (C + D)
Name and Specification
Unit
Quantity
m3
2.80
451.98
Unit Cost
Amount
(PhP)
F. Malerials
a. Ready Mix Concrete, fe' = 28 MPa
b. Reinforcing Steel Bar *
kg
c. Tire Wire (2% of RSB)
kg
9.04
d. Oxygen/Acetylene
set
kg
0.090
(1 set/5000 kg of RSB)
e. Welding Rod (1 kg/2000 kg of RSB)
Miscellaneous
Prices of materials are variable per Regionl
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.
0.23
(3% of Materials, Bentonite and etc.)
* Its quantity is variable depending
on the actual design
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
188
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1052(23)f
Bored Piles, 2.00 m 0 (ordinary soil condition)
m
0.53m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
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.
1
1.00
5
6
1.00
1.00
5
10
0.70
No. of Unitls
No. of HourIs
1
1
0.44
b. Crawler Crane (41- 45 mt)
c. Crawler Crane (21- 25 mt)
c. Unskilled Laborer
Fabrication of Cage Bar
d. Skilled Laborer
e. Unskilled Laborer
0.70
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Drilling Rig (300 hp)
1
0.98
0.98
d. Dump Truck (12 yd3)
1
0.98
e. Payloader (1.50 m3), LX80-2C
0.98
f. Generator Set (300 kW)
1
1
g. Bentonite Bin
h. Bentonite Mixer
1
1
i . Water Pump, 100 mm suction 0 (7.5 hp)
j. Water Truck/Pump (16000L)
k. Bar Cutter
1
1
1
I. Bar Bender
m. Welding Machine (500 A), Electric Driven
n. Cutting Outfit
1
1
1
o. Tremie Pipe Set
1
1
p. SPT & Desanding
Machine
q. Portable Breaker
r. Air Compressor, Portable (126- 160 cfm)
s. Lighting SystemlTower Lights
2
1
See latest
AGEL
rental
rates.
0.98
0.65
0.65
0.91
0.91
0.70
0.70
0.77
0.77
0.21
.J
0.26
0.02
0.02
1
0.98
Unit
Quantity
Minor Tools (10% of Labor Cost)
C.
D. Output per Hour =
Sub - Total for B
Total (A + B)
0.53 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit Cost
Amount
(PhP)
F. Materials
3
a. Ready Mix Concrete, fc' = 28 MPa
b. Reinforcing
Steel Bar *
m
3.46
kg
490.33
c. Tire Wire (2% of RSB)
kg
9.81
d. Oxygen/Acetylene (1 set/5000 kg of RSB)
e. Welding Rod (1 kg/2000 kg of RSB)
set
kg
0.098
0.25
Miscellaneous
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.
(3% of Materials, Bentonite and etc.)
* Its quantity is variable depending
on the actual design
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
ofG
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
189
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1052(24)a
Unit of Measurement
Output per hour
Permanent Casing (0.80 m (Il)
m
3.00 m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A Labor
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
a. Construction Foreman
b. Skilled Laborer
1
4
c. Unskilled Laborer
6
1.00
1.00
No. of Unitls
No. of HourIs
1.00
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Truck Mounted Crane (41- 45 mt)
b. Vibro Hammer wI Hydraulic Power Pack
c. Welding Machine (500 A), Gas/Diesel Driven
d. Cutting Outfit
Minor Tools (10% ofLabor
1
1
1
1
1.00
See latest AGEL rental rates.
0.50
0.50
0.50
Cost)
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
3.00m
E. Direct Unit Cost (C + D)
Name and Specification
'.
Unit
Quantity
Unit Cost
Amount
(PhP)
F. Materials
a. Steel Casing, 10 mm thk
m
1.025
b. Oxy/Acetylene (1 set/2500 kg of Steel)
c. Welding Rod (1 kgl500 kg of Steel)
set
kg
0.082
0.409
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 O.30 m for 12 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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
190
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1052(24)b
Permanent Casing (1.00 m ¢l
m
Unit of Measurement
Output per hour
2.40m
Designation
No. of Person/s
No. of Houris
Hourly Rate
Amount
(PhP)
A. Labor •
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.00
b. Skilled Laborer
4
1.00
c. Unskilled Laborer
6
1.00
No. of Unitls
No. of Houris
Sub - Total for A
Name and Capacity
Hourly Rate
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
1
1
1
1
1.00
See latest AGEL rental rates.
0.50
0.50
0.50
Minor Tools (10% of Labor Cost)
C.
=
.J
Sub - Total for B
Total (A + B)
D. Output per Hour
2.40 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Steel Casing, 10 mm thk
m
1.025
b. Oxy/Acetylene (1 seU2500 kg of Steel)
c. Welding Rod (1 kg/500 kg of Steel)
set
kg
0.102
0.511
Unit Cost
Amount
(PhP)
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 O.30 m for 12 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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%/8% of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
191
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1052(24)c
Permanent Casing (1.20 m (Il)
m
2.00m
Designation
No. of Person/s
No. of HourIs
1
4
1.00
1.00
6
1.00
No. of Unitls
No. of HourIs
a. Truck Mounted Crane (41- 45 mt)
1
b. Vibro Hammer wI Hydraulic Power Pack
c. Welding Machine (500 A), Gas/Diesel Driven
d. Cutting Outfit
1
1
1
1.00
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
See latest
ACEL
rental
rates.
0.50
Minor Tools (10% of Labor Cost)
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
2.00m
E. Direct Unit Cost (C + D)
.J
Name and Specification
Unit
Quantity
m
1.025
0.122
Unit Cost
Amount
(PhP)
F. Materials
a. Steel Casing, 10 mm thk
b. Oxy/Acetylene (1 set/2500 kg of Steel)
set
kg
c. Welding Rod (1 kg/500 kg of Steel)
0.612
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 O.30 m for 12 m.
=
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
192
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1052(24)d
Unit of Measurement
Output per hour
Permanent Casing (1.50 m (11)
m
1.60 m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A Labor_
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.00
b. Skilled Laborer
4
c. Unskilled Laborer
6
1.00
1.00
No. of Unitls
No. of HourIs
1
1.00
0.50
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Truck Mounted Crane (41- 45 mt)
b. Vibro Hammer wI Hydraulic Power Pack
c. Welding Machine (500 A), Gas/Diesel
d. Cutting Outfit
Driven
1
1
1
See latest ACEL rental rates.
0.50
0.50
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
1.60 m
E. Direct Unit Cost (C .;-D)
Name and Specification
Unit
Quantity
Unit Cost
Amount
(PhP)
F. Materials
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
1.025
set
kg
0.153
0.763
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.
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 O.30 m for 12 m.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
10%/8%
of G
of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
193
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1052(24)e
Permanent Casing (1.80 m !Il)
m
1.33 m
Designation
No. of Person/s
No. of Hour/s
b. Skilled Laborer
1
4
1.00
1.00
c. Unskilled Laborer
6
1.00
No. of Unitls
No. of Hour/s
Hourly Rate
1
1
1
1.00
0.50
See latest
Amount
Hourly Rate
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per RegioniDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor
Rates.
Sub - Total for A
Name and Capacity
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
d. Cutting Outfit
Driven
1
AGEL
rental
rates.
0.50
0.50
Minor Tools (10% of Labor Cost)
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour
1.33 m
E. Direct Unit Cost (C + D)
=
Name and Specification
Unit
Quantity
m
set
kg
1.025
0.163
Unit Cost
Amount
(PhP)
F. Materials
a. Steel Casing, 10 mm thk
b. Oxy/Acetylene (1 set/2500 kg of Steel)
c. Welding Rod (1 kg/500 kg of Steel)
Prices of materials are variable per Regionl
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.
0.814
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 O.30 m for 12 m.
=
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
194
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 (ll)
m
1.20 m
Designation
No. of Person/s
No. of HourIs
1
1.00
b. Skilled Laborer
4
c. Unskilled Laborer
6
1.00
1.00
No. of Unitls
No. of HourIs
a. Truck Mounted Crane (41- 45 mt)
1
b. Vibro Hammer w/ Hydraulic Power Pack
c. Welding Machine (500 A), Gas/Diesel Driven
1
1
1.00
0.50
0.50
d. Cutting Outfit
Minor Tools (10% ofLabor
1
0.50
Hourly Rate
Amount
(PhP)
A. Labor a. Construction
Foreman
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
See latest
ACEL
rental
rates.
Cost)
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
1.20 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
set
kg
1.03
0.203
Unit Cost
Amount
(PhP)
F. Materials
a. Steel Casing, 10 mm thk
b. Oxy/Acetylene (1 set/2500 kg of Steel)
c. Welding Rod (1 kg/500 kg of Steel)
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.
1.016
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 O.30 m for 12 m.
=
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
195
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 HourIs
1
1.00
1
1
1.00
1.00
No. of Unitls
No. of HourIs
1
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)
B. Equipment
a. Truck Mounted Crane (41-45 mt)
Minor Tools (10% of Labor Cost)
Sub - Total for B
Total (A + B)
C.
D. Output per Hour
0.50 ea
E. Direct Unit Cost (C + D)
See latest ACEL
rental
rates.
--
=
Name and Specification
Unit
Quantity
kg.
51.83
0.70
Unit Cost
Amount
(PhP)
F. Materials
a. Reinforcing Steel Bar (36 mm ¢ x 1.50 m)*
b. Concrete Epoxy for RC Piles (Part A & B)
c. Silica Sand
d. Pipe Sleeve, 50 mm 0 GI
Miscellaneous (2% of Materials Cost)
set
gal
m
1.40
3.00
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.
* Depth of dowel will be as recommended by the
manufacturer
of epoxy resin in order to develop
required pile joint strength.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
J. Value Added Tax (VAT)
K. Total Unit Cost
196
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 HourIs
a. Construction Foreman
b. Skilled Laborer
1
1
1.00
1.00
c. Unskilled Laborer
1
1.00
No. of Unitls
No. of HourIs
1
1.00
Hourly Rate
Amount
(PhP)
A. Labor
Labor Rates are variable per RegionlDistrict
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. Truck Mounted Crane (41-45 mt)
Minor Tools (10% of Labor Cost)
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
0.50 ea
E. Direct Unit Cost (C + D)
See latest ACEL
rental
rates.
.f
Name and Specification
Unit
Quantity
kg
51.83
set
gal
m
0.80
1.60
Unit Cost
Amount
(PhP)
F. Materials
a. Reinforcing Steel Bar (36 mm 11l x 1.50 m)*
b. Concrete Epoxy for RC Piles (Part A & B)
c. Silica Sand
d. Pipe Sleeve, 50 mm 0 GI
Miscellaneous
3.00
(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 Office Price
Monitoring Committee .
• Depth of dowel will be as recommended
by the
manufacturer
of epoxy resin in order to develop
required pile joint strength.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
197
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
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 HourIs
a. Construction Foreman
b. Skilled Laborer
1
1
4.00
c. Unskilled Laborer
Pipe Installation
1
4.00
a. Skilled Laborer
b. Unskilled Laborer
2
2
4.00
4.00
No. of Unit/s
No. of HourIs
Amount
Hourly Rate
(PhP)
A. Labor
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
4.00
Sub - Total for A
Name and Capacity
Amount
Hourly Rate
(PhP)
B. Equipment
a. Pile Integrity Testing (Sonic) and accessories
(includes professional fee of Structural Engineer
and reports)
b. Welding Machine (500A), Electric Driven
1 lot
See latest
1
4.00
Unit
Quantity
m
kg
120.00
0.10
AGEL
rental
rates.
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
Unit Cost
Amount
(PhP)
F. Materials
a. Black/GI Pipe & accessories
b. Welding Rod
Miscellaneous
2"1Il x 6 m, Schedule 20
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.
(2% of Materials Cost)
Note:
Materials quantity component,
labor output may vary proportionately
the pile length.
equipment
depending
and
on
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
ofG
15%/12%/10%/8%
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
198
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
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 Houris
Amount
Hourly Rate
(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.
a. Construction Foreman
b. Skilled Laborer
1
2.00
1
2.00
c. Unskilled Laborer
1
2.00
No. of Unitls
No. of Houris
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a.Pile Integrity Testing and accessories
(includes professional fee of Structural Engineer
and reports)
b. Grinding Machine and accessories
1 lot
1
See latest
ACEL
rental
rates.
2.00
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
1.00 ea
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
Unit Cost
Amount
(PhP)
F. Materials
a. Grinding Disc
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
Note:
Materials quantity component,
labor output may vary proportionately
the pile length.
equipment
depending
and
on
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
199
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 0 = 1.50 m)
Designation
No. of Person/s
No. of HourIs
Amount
Hourly Rate
(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.
1
4.00
2
4
4.00
8.00
No. of Unitls
No. of HourIs
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
aDynamic 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 (SODA), Electric Driven
Minor Tools (10% of Labor Cost)
1 lot
See latest
1
4.00
1
1
4.00
8.00
1
1
1
0.60
2.00
ACEL
rental
rates.
2.00
J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour 1.00 ea
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
3.00
3
5.57
2.234
0.447
Unit Cost
Amount
(PhP)
F. Materials
a. Steel Casing, L
= 2 x Pile 0, thickness = 100 mm
b. Ready Mix Concrete, 3000 psi
m
c. Welding Rod (1 kg/SOD kg of Steel)
d.Oxy/Acetylene
(1 kg/2500 kg of Steel)
kg
Miscellaneous
set
(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.
Note:
Materials quantity component,
labor output may vary proportionately
the pile length.
equipment
depending
and
on
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
J. Value Added Tax (VAT)
K. Total Unit Cost
200
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 12' (ordinary soil condition)
m
3.00 m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1
1.00
b. Skilled Laborer
c. Unskilled Laborer
5
6
1.00
1.00
Fabrication of Cage Bar
d. Skilled Laborer
4
0.25
e. Unskilled Laborer
8
0.25
No. of Unitls
No. of HourIs
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
B. Equipment
a. Drill Rig, Mechanical
Rotary
1
0.74
b. Truck Mounted Crane (25T)
c. Bar Bender
1
1
1
0.95
0.04
d. Bar Cutter
e. Bentonite Mixer
f. Bentonite Bin
g. Water Pump
1
1
1
1
h.Water Truck
i. Welding Machine
j. Tremie Pipe Set
1
1
1
1
k. SPT & Desanding Machine
I. Tower Light
m. Minor Tools (10% of Labor Cost)
See latest ACEL rental rates.
0.04
0.50
0.50
0.50
0.50
0.50
0.24
0.24
0.50
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour 3.00m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
0.033
12.626
cU.m
0.006
kg
Unit Cost
Amount
(PhP)
F. Materials
a. Ready Mix
b. Reinforced Steel Bar'
c. Welding Rod (1kg/2000kg
d. Miscellaneous
of RSB)
kg
(3% of Materials, Bentonite & 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 Office Price
Monitoring Committee.
, Its quantity is variable depending on the actual design
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
201
Part C - Finishing
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1100(1)
Unit of Measurement
Output per hour
15 mm 0 - 25 mm 0 Rigid Steel Conduit (RSC)/lntermediate
Electrical Metal Tubing (EMT)
metal Conduit (IMC)I
length
1.333 length
Designation
No. of Person/s
No. of HourIs
1
1
1
1.00
1.00
1.00
No. of Unitls
No. of HourIs
Amount
Hourly Rate
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Unskilled Laborer
Labor Rates are variable per RegionlDistrict
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
Minor Tools (10% of Labor Cost)
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
1.333 lenqth
E. Direct Unit Cost (C + D)
'.
Name and Specification
Unit
Quantity
a. 15 mm 0 - 25 mm 0 x 3.00 m Rigid Steel Conduit
(RSC)I Intermediate metal Conduit (IMC)I Electrical
Metal Tubing (EMT)
length
1.00
F. Materials
b. Consumables
(5% of Materials Cost)
Prices of materials are variable per Regionl
District based on the prevailing unit prices in the
locality which include payment of local taxes
and hauling cost to theproject site. Refer to the
Construction Material Price Data established
quarterly by Central Office Price Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead. Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
15%/12%/10%/8%
of G
10%/8% of G
& Miscellaneous (OCM) Expenses
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1100(1)a1, 1100(1)a2, 1100(1)a3, 1100(2)a1, 1100(2)a2, 1100(2)a3, 1100(4)a1,
1100(4)a2, and 1100(4)a3.
K. Total Unit Cost
Note:
202
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1100(1)
Unit of Measurement
Output per hour
32 mm 13- 40 mm 0 Rigid Steel Conduit (RSC)I
Electrical Metal Tubing (EMT)
Intermediate metal Conduit (IMC)I
length
1.250 length
Hourly Rate
Amount
(PhP)
No. of Person/s
No. of HourIs
1
1
1
1.00
1.00
No. of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
Name and Specification
Unit
Quantity
Unit Cost
Amount
(PhP)
a. 32 mm 0 - 40 mm 0 x 3.00 m Rigid Steel Conduit
(RSC)I Intermediate metal Conduit (IMC)I Electrical
Metal Tubing (EMT)
length
1.00
Designation
A. Labor
a. Construction Foreman
b. Skilnld Laborer
c. Unskilled Laborer
1.00
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)
C.
=
Sub - Total for B
Total (A + B)
D. Output per Hour
E. Direct Unit Cost (C + D)
1.250 length
F. Materials
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses
15%1 12%1 10%1 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 )a4, 1100(1 )a5, 1100(2)a4, 1100(2)a5, 11 OO( 4)a4, 1100(4)a5.
203
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1100(1)
Unit of Measurement
Output per hour
50 mm 0 - 65 mm 0 Rigid Steel ConduiU Intermediate metal Conduit (IMC)/
Electrical Metal Tubing (EMT)
length
0.516 length
Designation
No. of Person/s
No. of Houris
1
1
1
1.00
No. of Unitls
No. of Houris
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1.00
1.00
,-
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
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
Unit
Quantity
a. 50 mm 0 - 65 mm 0 x 3.00 m Rigid Steel ConduiU
Intermediate metal Conduit (IMC)/ Electrical Metal
Tubing (EMT)
length
1.00
F. Materials
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
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)a6, 1100(1)a7,1100(2)a6,
1100(2)a7, 1100(4)a6and 1100(4)a7.
204
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1100(1)
Unit of Measurement
Output per hour
80 mm 12)- 100 mm 0 Rigid Steel Conduit (RSC)I
Electrical Metal Tubing (EMT)
Intermediate metal Conduit (IMC)I
length
0.500 length
Designation
No. of Person/s
No. of HourIs
1
1
1
1.00
1.00
1.00
No. of UniUs
No. of HourIs
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
Minor Tools (10% of Labor Cost)
,J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour =
0.500 length
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
length
1.00
F. Materials
a. 80 mm 0 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.
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. Use this cost sheetfor Item Nos. 1100(1 )a8, 1100(1 )a9, 1100(1 )a1 0, 1100(2)a8, 1100(2)a9, 1100(2)a1 0, 1100(4)a8,
1100(4)a9 and 1100(4)a10.
205
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1100(3)
Item No./Description
15 mm 0 - 25 mm 0 Flexible Metal Conduit
m
Unit of Measurement
Output per hour
2.00 m
Designation
No. of Person/s
No. of HourIs
1
1
1
1.00
1.00
1.00
No. of Unit/s
No. of HourIs
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
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
Unit
Quantity
m
1.00
F. Materials
a. 15 mm 0 - 25 mm 0 Flexible Metal Conduit
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
ofG
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1100(3)a1, 1100(3)a2 and 1100(3)a3.
206
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1100(6)
Item No.lDescription
Unit of Measurement
Output per hour
15 mm fZJ- 32 mm \11Polyvinyl Chloride (PVC) Pipes
length
3.534 length
Designation
No. of Person/s
No. of Houris
1
1
1
1.00
1.00
1.00
No. of Unitls
No. of Houris
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
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
Unit
Quantity
a. 15 mm fZJ- 32 mm fZJx 3.00 mm Polyvinyl Chloride
(PVC) Pipes
length
1.05
F. Materials
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
15%/12%/10%/8%
H. Overhead, ContinQencies & Miscellaneous (OCM) Expenses
I. Contractor's Profit (CP)
ofG
10%/8% of G
5% of(G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1100(6)a1, 1100(6)a2, 1100(6)a3, and 1100(6)a4.
207
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output
1100
PVC/RSC/ IMC/ EMT Conduit Fittings
pc
1.00 pc
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
Hourly Rate
Amount
(PhP)
Unit Cost
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 Unitls
No. of HourIs
B. Equipment
"-
Sub - Total for B
C.
Total (A + B)
D. Output =
1.00 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
F. Materials
a. Coupling/Elbow/End
Bell/Clamp or others
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1100(7), 1100(8), 1100(9), 1100(10), 1100(11), 1100(12), 1100(13), 1100(14) and
1100(15).
208
Part 0 - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output
1100
Designation
Junctionl Utilityl Pulll Square Box
pc
1.00 pc
No. of Person/s
No. of HourIs
1
1
0.40
0.40
No. of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
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
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
".
Sub - Total for B
Total (A + B)
C.
D. Output E. Direct Unit Cost (C + D)
1.00 pc
Name and Specification
Unit
Quantity
pc
1.00
F. Materials
a. Junctionl Utilityl Pulll Square Box
b. Consumables
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.
(3% of Materials Cost)
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)
(G + H + I + J)
K. Total Unit Cost
Note
1. Use this cost sheet for Item Nos. 1100(19), 1100(20). 1100(21), and 1100(22).
209
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1100(30)
Conduit Works, Boxes and Fittings
I.s.
1.00I.s.
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
A. Labor
See Derivation
for Item No.1100(1) to Item No. 1100(11)
-
Sub - Total for A
Name and Capacity
No. of Unitls
B. Equipment
See Derivation
for Item No. 1100(1) to Item No. 1100(11)
"-
Sub - Total for B
C.
Total (A + B)
D. Output 1.00I.s.
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
F. Materials
See Derivation
for Item No.1100(1) to Item No. 1100(11)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
& Miscellaneous (OCM) Expenses
K. Total Unit Cost
Note:
1. The "Iumpsum" unit of measurement
Item No. 1100(11).
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
as per Blue Book, shall be based on the derived outputs of Item No. 11 OO( 1) to
210
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1101(2)
Item No.lDescription
Unit of Measurement
Output per hour
Designation
1.6 mm2 - 5.5 mm2 Electric Wire (TWITHHNITWHN2)
m
25m
No. of Person/s
No. of HourIs
1
1.00
1.00
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Unskilled Laborer
1
1
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1.00
Sub - Total for A
Name and Capacity
No. of Unit/s
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10 % of Labor Cost)
"
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
E. Direct Unit Cost (C + D)
25m
Name and Specification
Unit
Quantity
m
1.00
F. Materials
a. 1.6 mm2 - 5.5 mm2 Electric Wire
(TWITHHNITWHN2)
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,
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead. Contingencies
I. Contractor's Profit (CP)
J. Value AddedTax (VAT)
15%/12%/10%/8%
& Miscellaneous (OCM) Expenses
ofG
10%/8% of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
Note
1. Use this cost sheet for Item Nos. 1101 (2)a 1, 1101 (2)a2, 1101 (2)a3, 1101 (2)a4, 1101 (2)a5, 1101 (2)a6, and 1101 (2)a7.
211
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1101(2)
8.00 mm2 - 22 mm2 Electric Wire (TW/THHN/TWHN2)
m
14.286 m
Designation
No. of Person/s
No. of Houris
1
1
1
1.00
No. of Unitls
No. of Houris
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.
1.00
1.00
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
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
Unit
Quantity
m
1.00
F. Materials
a. 8.00 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 Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses
15%/12%/10%/8%
ofG
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 sheetfor Item Nos. 1101 (2)a8, 1101(2)a9, and 1101 (2)a1 O.
212
Part 0 - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1101(2)
Item No./Description
Unit of Measurement
Output per hour
Designation
30.00 mm2 - 38 mm2 Electric Wire (TW/THHN/TWHN2)
m
5.714 m
No. of Person/s
No. of Houris
1
2
2
1.00
1.00
1.00
No. of Unitls
No. of Houris
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
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
Unit
Quantity
m
1.00
F. Materials
a. 30.00 mm2 - 38 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 Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead. Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
& Miscellaneous (OCM) Expenses
K. Total Unit Cost
Note
1. Use this cost sheet for Item Nos. 1101 (2)a 11 and 1101 (2)a12.
213
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
Part 0 - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1101(2)
Designation
50.00 mm2 - 60 mm2 Electric Wire (TWITHHNITWHN2)
m
4.615 m
No. of Person/s
No. of Houris
1
2
2
1.00
1.00
1.00
No. of Unitls
No. of Houris
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
Minor Tools (10 % of Labor Cost)
"
Sub - Total for B
Total (A + B)
C.
D. Output per Hour E. Direct Unit Cost (C + D)
4.615 m
Name and Specification
Unit
Quantity
m
1.00
F. Materials
a. 50.00 mm2 - 60mm2 Electric Wire
(TWITHHNITWHN2)
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
ofG
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
Note
1. Use this cost sheetfor
Item Nos. 1101(2)a13 and 1101 (2)a14.
214
Part 0 - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1101(2)
80.00 mm2 - 125 mm2 Electric Wire (TW/THHN/TWHN2)
m
2.857 m
Designation
No. of Person/s
No. of Houris
1
2
2
1.00
1.00
1.00
No. of Unitls
No. of Houris
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. UnsJ<iIIedLaborer
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
Minor Tools (10 % of Labor Cost)
"
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
E. Direct Unit Cost (C + D)
2.857 m
Name and Specification
Unit
Quantity
m
1.00
F. Materials
a. 80.00 mm2 - 125 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 Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
& Miscellaneous
15%/12%/10%/8%
of G
10%/8% of G
(OCM) Expenses
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
Note
1. Use this cost sheet for Item Nos. 1101 (2)a15, 1101(2)a16and 1101 (2)a17.
215
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1101(2)
Designation
150.00 mm2 - 250 mm2 Electric Wire (TW/THHN/TWHN2)
m
1.875 m
No. of Person/s
No. of Houris
1
4
4
1.00
1.00
1.00
No. of Unitls
No. of Houris
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Unstdlled Laborer
Labor Rates are variable per RegionlDistrict
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
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
Unit
Quantity
a.150.00 mm2 -250 mm2 Electric Wire
m
1.00
F. Materials
(TW/THHN/TWHN2)
b. Consumables (3% of Materials Cost)
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead. Continqencies
I. Contractor's Profit (CP)
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
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 (2)a18, 1101 (2)a19 and 1101 (2)a20.
"
216
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1101(2)
Item No.lDescription
Unit of Measurement
Output per hour
325.00 mm2 - 400 mm2 Electric Wire (TWITHHNITWHN2)
m
1.60 m
Designation
No. of Person/s
No. of HourIs
1
4
4
1.00
1.00
1.00
No. of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Uns1<illed 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
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
Unit
Quantity
a. 325.00 mm2 - 400 mm2 Electric Wire
m
1.00
F. Materials
(TWITHHNITWHN2)
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous
15%/12%/10%/8%
(OCM) Expenses
ofG
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note
1. Use this cost sheet for Item Nos. 1101(2)a21, and 1101(2)a23.
217
Part 0 - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
500.00 mm2 Electric Wire (TW/THHN/TWHN2)
1101(2)a23
m
1.333 m
Designation
No. of Personls
No. of Houris
1
4
4
1.00
1.00
1.00
No. of Unitls
No. of Houris
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
Minor Tools (10 % of Labor Cost)
C.
D. Output per Hour
=
..
Sub - Total for B
Total (A + B)
1.333 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
1.00
F. Materials
a. 500.00 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 Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
& Miscellaneous (OCM) Expenses
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.lDescription
Unit of Measurement
Output per hour
1101(4)
XLPE Electric Wires
m
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
Hourly Rate
Amount
(PhP)
Unit Cost
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 Unitls
No. of HourIs
B. Equipment
.J
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
E. Direct Unit Cost (C + D)
0
Name and Specification
Unit
Quantity
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
(Materials cost included in the Power Contract with MERALCO
or Local Power Cooperative.)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
ofG
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
1101 (7)
2.00 mm2 - 5.5 mm2 Bare Copper Wire
m
20.00 m
Designation
No. of Person/s
No. of HourIs
1
1
1
1.00
1.00
1.00
No. of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Uns]<illed 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
Minor Tools (10 % of Labor Cost)
"
Sub - Total for B
Total (A + B)
C.
D. Output per Hour E. Direct Unit Cost (C + D)
20.00 m
Name and Specification
Unit
Quantity
m
1.00
F. Materials
a. 2.00 mm2 - 5.00 mm2 Bare Copper Wire
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.
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. Use this cost sheet for Item Nos. 1101 (7)a1, 1101 (7)a2, and 1101 (7)a3.
220
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1101 (7)
8.00 mm2 - 22.00 mm2 Bare Copper Wire
m
10.00 m
Designation
No. of Person/s
No. of Houris
1
1
1
1.00
1.00
1.00
No. of Unitls
No. of Houris
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
Minor Tools (10 % of Labor Cost)
"
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
E. Direct Unit Cost (C + D)
10.00 m
Name and Specification
Unit
Quantity
m
1.00
F. Materials
a. 8.00 mm2 - 22.00 mm2 Bare Copper Wire
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead. ContinQencies & Miscellaneous (OCM) Expenses
15%/12%/10%/8%
ofG
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 (7)a4, 1101 (7)a5, and 1101 (7)a6.
221
Part 0 - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1101(7)
30.00 mm2 - 38.00 mm2 Bare Copper Wire
m
12.00 m
Designation
No. of Person/s
No. of HourIs
a. Construction Foreman
1
b. Skilled Laborer
c. Unskilled Laborer
2
2
1.00
1.00
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.
1.00
Sub - Total for A
Name and Capacity
No. of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
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
Unit
Quantity
m
1.00
F. Materials
a. 30.00 mm2 - 38.00 mm2 Bare Copper Wire
b. Consumables (3% of Materials Cost)
Prices of materials are variable per Regionl
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.
Sub - Total for F
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 (7)a7 and 1101 (7)a8.
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
222
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1101 (7)
Item No./Description
Unit of Measurement
Output per hour
50.00 mm2 - 60.00 mm2 Bare Copper Wire
m
10.00 m
Designation
No. of Person/s
No. of HourIs
1
2
2
1.00
1.00
1.00
No. of Unitls
No. of HourIs
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
Minor Tools (10 % of Labor Cost)
".
Sub - Total for B
Total (A + B)
C.
D. Output per Hour 10.00 m
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
m
1.00
F. Materials
a. 50.00 mm2 - 60.00 mm2 Bare Copper Wire
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.
Sub - Total for F
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 (7)a9 and 1101 (7)a1 O.
223
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.lDescription
Unit of Measurement
Output per hour
1101 (7)
80.00 mm2 - 125.00 mm2 Bare Copper Wire
m
6.00 m
Designation
No. of Person/s
No. of HourIs
1
2
2
1.00
1.00
1.00
No. of Unitls
No. of HourIs
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
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
Unit
Quantity
m
1.00
F. Materials
a. 80.00 mm2 - 125.00 mm2 Bare Copper Wire
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,
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1101 (7)a11, 1101 (7)a12 and 1101(7)a13.
224
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1101(7)
200.00 mm2 - 250.00 mm2 Bare Copper Wire
m
6.667 m
Designation
No. of Person/s
No. of HourIs
1
4
4
1.00
1.00
1.00
No. of Unitls
No. of HourIs
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
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
Unit
Quantity
m
1.00
F. Materials
a. 200.00 mm2 - 250.00 mm2 Bare Copper Wire
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.
Sub - Total for F
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 sheetfor Item Nos. 1101(7)a14 and 1101(7)a15.
225
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
Part 0 - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1101
Designation
Switches
set
1 set
No. of Person/s
No. of Houris
1
1
1.00
1.00
No. of Unit/s
No. of Houris
Hourly Rate
Amount
(PhP)
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
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10 % of Labor Cost)
..
Sub - Total for 8
Total (A + B)
C.
D. Output E. Direct Unit Cost (C + D)
1 set
Name and Specification
Unit
Quantity
set
1.00
F. Materials
a. Switches
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
15%/12%/10%/8%
& Miscellaneous (OCM) Expenses
ofG
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
Note
1. Use this cost sheet for Item Nos. 1101 (8) to 1101 (19).
226
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1101
Item No.lDescription
Unit of Measurement
Output
Single Convenience Outlet/Receptacle, Grounding Type (GT)I Heavy Duty Convenience
Outlet/Receptacle, Grounding Type (GT)I Weather Proof Single Convenience Outlet/Receptacle,
Grounding Type (GT)I Pop-up Type/Floor Triplex Convenience Outlet/Receptacle, Grounding Type (GT)
set
1 set
Designation
No. of Person/s
No. of Houris
1
1
0.25
0.25
No. of Unitls
No. of Houris
Unit
Quantity
Hourly Rate
Amount
(PhP)
A. Labora. 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
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)I Heavy Duty Convenience
Outlet/Receptacle, Grounding Type (GT)I Weather
Proof Single Convenience Outlet/Receptacle,
Grounding Type (GT)I 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.
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. Use this cost sheet for Item Nos. 1101 (20), 1101(22), 1101 (23) and 1101(31).
227
Part 0 - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1101
Unit of Measurement
Output
A. Labor
Duplex Convenience Outlet/Receptacle, Grounding Type (GT) I Weather Proof Duplex Convenience
Outlet/Receptacle, Grounding Type (GT)I Special Purpose Convenience Outlet/Receptacle, Grounding
Type for ACU, WH, etcl Explosion Proof Type Duplex Convenience Outlet/Receptacle, Grounding Type
(GT)I Duplex Convenience Outlet/Receptacle with Ground Fault Circuit Interupter
set
1 set
Designation
-
No. of Person/s
No. of HourIs
1
1
0.30
0.30
No. of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit
Quantity
Unit Cost
Amount
(PhP)
a. Skilled Laborer
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
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) I Weather Proof Duplex Convenience
Outlet/Receptacle, Grounding Type (GT)I Special
Purpose Convenience Outlet/Receptacle, Grounding
Type for ACU, WH, ete! Explosion ProofType Duplex
Convenience Outlet/Receptacle, Grounding Type
(GT)I Duplex 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 Office Price Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1101 (21), 1101 (24), 1101 (25), 1101 (30) and 1101 (32).
K. Total Unit Cost
Note
228
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1101
Unit of Measurement
Output
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
No. of Person/s
No. of HourIs
1
1
0.15
No. of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labora. 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.
0.15
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
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
_J
Unit
Quantity
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 Monitoring
Committee
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1101 (26), 1101 (27), 1101 (29), and 1101 (32).
229
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output
1101(42)
Wires and Wiring Devices
I.s.
1.001.s
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
No. of Unit/s
No. of HourIs
Hourly Rate
Amount
(PhP)
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
1.001.s
E. Direct Unit Cost (C + D)
=
Name and Specification
Unit
Quantity
F. Materials
See derivation
for Items 1101(1)-ltem
1101(8).
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
15%/12%/10%/8%
& Miscellaneous (OCM) Expenses
ofG
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
1. The "Iumpsum" unit of measurement as per Blue Book, shall be based on the derived outputs of Item No. 1101 (1) to
Item No. 1101(8)
230
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1102
Unit of Measurement
Output
Panel Board with Main Breaker/Branches,
3 wires, 1 neutral, 250 Amp - 400 Amp
set
1 set
Designation
No. of Person/s
No. of Hour/s
1
1
2
9.00
9.00
9.00
No. of Unitls
No. of HourIs
Amount
Hourly Rate
(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
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
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
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
Unit
Quantity
set
1.00
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 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. 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.
2. Use this cost sheet for Item Nos. 1102(1 )a1 to 1102(1 )a12, 1102(2)a1 to 1102(2)a6, and 1102(2)b1 to 1102(2)b6.
231
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1102
Panel Board with Main Breaker/Branches,
set
1 set
Designation
3 wires, 1 neutral, 50 Amp - 200 Amp
No. of Person/s
No. of HourIs
1
1
2
5.50
5.50
5.50
No. of Unitls
No. of Hour/s
Amount
Hourly Rate
(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
component, fabrication
disassembling of Panel Board
of hole (conduit for main breaker
and branches), installation of fitting, alignment of panel
board enclosure, re-installation of circuit breaker
component and accessories,
and commissioning.
termination
of wire, testing
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Sub - Total for B
C.
Total (A + B)
D. Output per Hour 1 set
E. Direct Unit Cost (C + D)
.J
Name and Specification
Unit
Quantity
a. Panel Board with Main Breaker and 8 Branches 50
amp - 200 amp
set
1.00
F. Materials
b. Consumables
(3% of Materials Cost)
Prices of materials are variable per Region/
District based on the prevaifing 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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
15%/12%/10%/8%
& Miscellaneous (OCM) Expenses
ofG
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
1. Additional 0.75 hr may be added every another 2 circuit branches, and deduction of 0.50 for 2 wires, 1 neutral.
2. Use this cost sheet for Item Nos. 1102(1 )a1 to 1102(1 )a12, 1102(2)a1 to 1102(2)a6, and 1102(2)b1 to 1102(2)b6.
232
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1102
NEMA I (Enclosed Circuit Breaker) Single Phase or Three Phase Commercial/lndustrial
set
1 set
Designation
No. of Person/s
No. of HourIs
1
1
1
1.00
1.00
1.00
No of Unitls
No. of HourIs
Hourly Rate
Type
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 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
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
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
Unit
Quantity
a. NEMA I Enclosed Circuit Breaker, plug-in or bolt
type 15A T-70A T Flushed Mounted
set
1.00
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 Office Price Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
15%/12%/10%/8%
10%/8%
& Miscellaneous (OCM) Expenses
ofG
of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1102(4)a1 to 1102(4)a6 and 1102(4)b1 to 1102(4)b4.
K. Total Unit Cost
Note:
233
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1102
NEMA 3R (Enclosed Circuit Breaker) Single Phase or Three Phase Commercial/Industrial
set
1 set
Designation
No. of Person/s
No. of HourIs
1
1
1
0.75
0.75
No of Unitls
No. of HourIs
Hourly Rate
Amount
Type
(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.
0.75
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
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
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
Unit
Quantity
a. NEMA 3R Enclosed Circuit Breaker, plug-in or bolt
type 15AT-70AT Flushed Mounted
set
1.00
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 Office Price Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheet for Item Nos. 1102( 4)a1 to 1102( 4)a6 and 1102( 4)b1 to 1102(4 )b6
234
Part 0 - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1102
Unit of Measurement
Output per hour
Motor Control Center with main, branch breaker and motor starter (NEMA 1, NEMA 3R and 4X) Flush or
Surface Mounted
set
1 set
Designation
No. of Person/s
No. of HourIs
1
8.00
8.00
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Unskilled Laborer
2
2
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
8.00
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 - T0tal for A
Name and Capacity
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
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
Unit
Quantity
set
1.00
F. Materials
a. Motor Control Center with main, branch breaker and
motor starter (NEMA 1, NEMA 3R and 4X) Flush or
Surface Mounted
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
1. Use this cost sheet for Item Nos. 1102(5)a1 to 1102(5)a6.
235
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
1102(8)
Unit of Measurement
Output per hour
Generator (Stand by and Continuous), Synchonizing Panel for Generator, High Voltage Switch Gear
set
1 set
Designation
No. of Person/s
No. of HourIs
Hourly Rate
Amount
(PhP)
Amount
(PhP)
Amount
(PhP)
A. Labor
Labor by Specialty
-
Quotation
(attach at least 3 quotations)
No of Unitls
No. of HourIs
Works or Manufacturer'sJSupplier's
Sub - Total for A
Name and Capacity
Hourly Rate
B. Equipment
Equipment
Rental by Specialty
Works or Manufacturer'sJSupplier'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
F. Materials
a. Generator (Stand by and Continuous), Synchonizing
Panel for Generator, High Voltage Switch Gear
Materials Cost by Specialty Works or Manufacturer'sJSupplier's
Quotation (attach at least 3 quotations)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
10%/8%
of G
of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
Note:
1. Use this cost sheet for Item Nos. 1102(4)a1 to 1102(4)a6.
236
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1102
Unit of Measurement
Output per hour
Main Enclosed Automatic Circuit Breaker 50 AT, 60 AT, 70 AT, 3P, 240V: NEMA I, NEMA 3R, NEMA 4x
Flushedl Surface Mounted
set
1 set
Designation
No. of Personls
No. of HourIs
1
1
1
1.75
1.75
1.75
No of Unitls
No. of HourIs
Hourly Rate
Amount
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
Hourly Rate
Amount
Unit Cost
Amount
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
Unit
Quantity
Main Enclosed Automatic Circuit Breaker 50 AT, 60
AT, 70 AT , 3P, 240x: NEMA I, NEMA 3R, NEMA 4x
Flushedl Surface Mounted
set
1.00
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 Office Price Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
& Miscellaneous (OCM)
15%/12%/10%/8%
of G
10%8% of G
5% of (G + H + I)
K. Total Unit Cost
Note:
1. Use this cost sheet for Item Nos. 1102(4)a 1 to 1102( 4)a6.
(G + H + I + J)
237
Part 0 - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1102
Main Enclosed Automatic Circuit Breaker 50 AT, 60 AT, 70 AT, 2P, 240V NEMA I, NEMA 3R, NEMA 4x
set
1 set
Designation
No. of Personls
No. of HourIs
1
1
1
1.50
1.50
1.50
No of Unitls
No. of HourIs
Hourly Rate
Amount
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
Hourly Rate
Amount
Unit Cost
Amount
B. Equipment
"
Sub - Total for B
C.
Total (A + B)
D. Output =
1 set
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Main Enclosed Automatic Circuit Breaker 50 AT, 60
AT, 70 AT, 2P, 240V NEMA I, NEMA 3R, NEMA 4x
Flushedl Surface Mounted
set
1.00
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 Office Price Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous (OCM)
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
1. Use this cost sheet for Item Nos. 1102(4)a1 to 1102(4)a6.
15%/12%/10%/8%
of G
10%8% of G
5% of (G + H + I)
(G + H + I + J)
238
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1102
Unit of Measurement
Output per hour
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
No. of Person/s
No. of HourIs
1
1
1
5.50
5.50
5.50
No of Unit/s
No. of HourIs
Hourly Rate
Amount
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
Hourly Rate
Amount
Unit Cost
Amount
B. Equipment
"
Sub - Total for B
Total (A + B)
C.
D. Output per Hour =
1 set
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
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
set
1.00
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 Office Price Monitoring
Committee
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous (OCM)
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
1. Use this cost sheetfor Item Nos. 1102(4)a1 to 1102(4)a6.
15%/12%/10%/8%
ofG
10%8% of G
5% of (G + H + I)
(G + H + I + J)
239
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
1102
Unit of Measurement
Output per hour
Main Enclosed Automatic Circuit Breaker 100 AT, 125 AT, 200 AT, 2P, 225 AT, 2P, 240V NEMA I,
NEMA 3R, NEMA 4x Flushedl Surface Mounted
set
1 set
Designation
No. of Personls
No. of Houris
1
1
1
5.00
5.00
5.00
No of Unitls
No. of Houris
Hourly Rate
Amount
A. labor
a. Coniitruction 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
Hourly Rate
Amount
Unit Cost
Amount
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
Unit
Quantity
a. Main Enclosed Automatic Circuit Breaker 100 AT,
125 AT, 200 AT , 2P, 225 AT, 2P, 240V NEMA I,
NEMA 3R, NEMA 4x Flushedl Surface Mounted
set
1.00
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 Office Price Monitoring
Committee
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
15%/12%/10%/8%
& Miscellaneous (OCM)
of G
10%8% of G
5% of (G + H + I)
(G + H + I + J)
K. Total Unit Cost
240
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1102
Low Voltage Switch Board Main 2500-4000 AT, 3P, 240V NEMA I with Breaker
set
1 set
Designation
No. of Personls
No. of HourIs
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 Unitls
No. of HourIs
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
Total (A + B)
C.
D. Output per Hour =
E. Direct Unit Cost (C + D)
1 set
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
Material Cost by Specialty Works or Manufacturer's/Supplier's
Quotation (attach at least 3 quotations)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
& Miscellaneous (OCM)
15%/12%/10%/8%
of G
10%8% of G
5% of (G + H + I)
(G + H + I + J)
241
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1102
Item No./Description
Unit of Measurement
Output
Main Enclosed Automatic Breaker 250-500 Amp
set
1 set
Designation
No. of Personls
No. of Houris
1
2
2
12.50
12.50
12.50
No of Unitls
No. of Houris
Hourly Rate
Amount
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Uns5i11edLaborer
Labor Rates are variable per RegionlDistrict
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 hublhole, installation of
pipelfittings, re-installation of circuit breaker, termination of
wires, testing and commisioning.
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
Unit Cost
Amount
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
Unit
Quantity
a. Main Enclosed Automatic Breaker 250-500 Amp
set
1.00
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 Office Price Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous (OCM)
8% of G
10%8% of G
5% of (G + H + I)
(G + H + I + J)
15%/12%/10%1
J. Value Added Tax (VAT)
K. Total Unit Cost
242
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1103(1)
Lighting Fixtures
I.s.
1.001.s
Designation
No. of Person/s
No. of Houris
Hourly Rate
Amount
(PhP)
A. Labor
See derivation
for Item 1103(2)-ltem
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates .
1103(13)
.
Sub - Total for A
Name and Capacity
No. of Unitls
No. of Houris
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
See derivation
for Item 1103(2)-ltem
1103(13)
-.
Sub - Total for B
C.
Total (A + B)
D. Output
1.001.s
E. Direct Unit Cost (C + D)
=
Name and Specification
Unit
Quantity
F. Materials
See derivation
for Item 1103(2)-ltem
1103(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 Office Price Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
& Miscellaneous (OCM) Expenses
1. The "Iumpsum" unit of measurement
Item 1103(13).
15%/12%110%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
as per Blue Book, shall be based on the derived outputs of Item 1103(2) to
243
Part 0 - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
: 1103(2)
Fluorescent Lighting Fixture with Ballast lLight Emitting Diode (LED) Bulb, 1 Bulb
set
1 set
Designation
No. of Person/s
No. of HourIs
1
1
1
1.00
1.00
1.00
No of Unit/s
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Unskilled Laborer
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
Note:
alignment
Labor Includes installation of scaffolding,
of fixtures, disassemble of lighting fixture,
permanent Installation
commisioning.
of insullation
material,
testing and
Sub - Total for A
Name and Capacity
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
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
Unit
Quantity
a. 1 -20Watts-40Watts f10urescent lighting fixture, Box
type, Diffuser type, Mirrorized Aluminum Louver,
Industrial type (Recessed and Surface Mounted)
set
1.00
F. Materials
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
ofG
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. 1103(2)a1, 1103(2)a5, 1103(2)a9, 1103(2)a13, 1103(2)a17, 1103(2)a21, 1103(2)a25,
1103(2)a29, 1103(2)a33, 1103(2)a33, 1103(2)a37, 1103(2)a41, 1103(2)a45, 1103(2)b1, 1103(2)b5, 1103(2)b9, 1103(2)b13,
1103(2)b17, 1103(2)b21, 1103(2)b25, 1103(2)b29, 1103(2)b33, 1103(2)b33, 1103(2)b37, 1103(2)b41, 1103(2)b45,
1103(2)c1, 1103(2)c6, 1103(2)c11, 1103(2)c16, 1103(2)c21, 1103(2)c26, 1103(2)c31, 1103(2)c36, 1103(2)c41, 1103(2)c46,
1103(2)c51, 1103(2)d1, 1103(2)d5, 1103(2)d9, 1103(2)d13, 1103(2)d17 and 1103(2)d21.
244
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
: 1103(2)
Fluorescent Lighting Fixture with Ballast /Light Emitting Diode (LED) Bulb, 2 Bulbs
set
1 set
Designation
No. of Person/s
No. of HourIs
1
1
1
1.15
1.15
1.15
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Uns,killed 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
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10 % of Labor Cost)
"
Sub - Total for B
Total (A + B)
C.
D. Output
1 set
E. Direct Unit Cost (C + D)
-
Name and Specification
Unit
Quantity
a. 2 -20Watts-40Watts f10urescent lighting fixture, Box
type, Diffuser type, Mirrorized Aluminum Louver,
Industrial type (Recessed and Surface Mounted)
set
1.00
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 Office Price Monitoring
Committee,
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
J. Value Added Tax (VAT)
K. Total Unit Cost
(G + H + I + J)
Note:
1. Use this cost sheet for Item Nos. 1103(2)a2, 1103(2)a6, 1103(2)a1 0, 1103(2)a14, 1103(2)a18, 1103(2)a22, 1103(2)a26,
1103(2)a30, 1103(2)a34, 1103(2)a46, 1103(2)b2, 1103(2)b6, 1103(2)b1 0, 1103(2)b14, 1103(2)b18, 1103(2)b22,
1103(2)b26, 1103(2)b30, 1103(2)b34, 1103(2)b46, 1103(2)c2, 1103(2)c3, 1103(2)c7, 1103(2)c8, 1103(2)c12, 1103(2)c13,
1103(2)c17, 1103(2)c18, 1103(2)c22, 1103(2)c23, 1103(2)c27, 1103(2)c28, 1103(2)c32, 1103(2)c33, 1103(2)c37,
1103(2)c38, 1103(2)c42, 1103(2)c43, 1103(2)c47, 1103(2)c48, 1103(2)c52, 1103(2)c53, 1103(2)c57, 1103(2)c58,
1103(2)d2, 1103(2)d6, 1103(2)d1 0, 1103(2)d14, 1103(2)d18, and 1103(2)d22.
245
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1103(2)
Fluorescent Lighting Fixture with Ballast lLight Emitting Diode (LED) Bulb, 3 Bulbs
set
1 set
Designation
No. of Person/s
No. of HourIs
1
1.25
1.25
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Uns!<iIIed Laborer
1
1
Labor Rates are variable per Region/District
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
1.25
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
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10 % of Labor Cost)
"Sub - Total for B
Total (A + B)
C.
D. Output =
E. Direct Unit Cost (C + D)
1 set
Name and Specification
Unit
Quantity
a. 3-20watts-40watts f10urescent lighting fixture
Box type, Diffuser type, Mirrorized Aluminum Louver,
Industrial type (Recessed and Surface Mounted)
set
1.00
F. Materials
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
Note:
1. Use this cost sheet for Item Nos. 1103(2)a3, 1103(2)a7, 1103(2)a11, 1103(2)a15, 1103(2)a19, 1103(2)a23, 1103(2)a27,
1103(2)a30, 1103(2)a35, 1103(2)a39, 1103(2)a43, 1103(2)a47, 1103(2)b3, 1103(2)b7, 1103(2)b11, 1103(2)b15,
1103(2)b19, 1103(2)b23, 1103(2)b27, 1103(2)b30, 1103(2)b35, 1103(2)b39, 1103(2)b43, 1103(2)b47, 1103(2)c4,
1103(2)c9, 1103(2)c14, 1103(2)c19, 1103(2)c24, 1103(2)c29, 1103(2)c34, 1103(2)c39, 1103(2)c44, 1103(2)c49,
1103(2)c54, 1103(2)c59, 1103(2)d3, 1103(2)d7, 1103(2)d11, 1103(2)d15, 1103(2)d19, and 1103(2)d23.
246
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output
1103(2)
Fluorescent Lighting Fixture with Ballast ILight Emitting Diode (LED) Bulb, 4 Bulbs
set
1 set
Designation
No. of Person/s
No. of HourIs
1
1
1
1.50
1.50
1.50
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Unskilled Laborer
Labor Rates are variable per RegionlDistrict
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
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
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
Unit
Quantity
a. 4-20watts-40watts flourescent lighting fixture
Box type, Diffuser type, Mirrorized Aluminum Louver,
Industrial type (Recessed and Surface Mounted)
set
1.00
F. Materials
Prices of materials are variable per Regionl
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
& Miscellaneous (OCM) Expenses
15%/12%/10%/8%
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
1. Use this cost sheetfor Item Nos. 1103(2)a4, 1103(2)a8, 1103(2)a12, 1103(2)a16, 1103(2)a20, 1103(2)a24, 1103(2)a28,
1103(2)a32, 1103(2)a36, 1103(2)a40, 1103(2)a44, 1103(2)a48, 1103(2)b4, 1103(2)b8, 1103(2)b12, 1103(2)b16,
1103(2)b20, 1103(2)b24, 1103(2)b28, 1103(2)b32, 1103(2)b36, 1103(2)b40, 1103(2)b44, 1103(2)b48, 1103(2)c5,
1103(2)c1 0, 1103(2)c15, 1103(2)c13, 1103(2)c20, 1103(2)c25, 1103(2)c30, 1103(2)c35, 1103(2)c40, 1103(2)c45,
1103(2)c50, 1103(2)c55, 1103(2)c60, 1103(2)d4, 1103(2)d8, 1103(2)d12, 1103(2)d16, 1103(2)d20, and 1103(2)d24.
247
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output per hour
1103(5)
Downlight/Pinlight
set
1 set
Designation
Fixture with One- Compact Fluorecent Lamp (CFL) or LED Bulb, 1 Bulb
Hourly Rate
Amount
(PhP)
No. of Person/s
No. of HourIs
1
1
1
1.00
1.00
1.00
No of Unitls
No. of HourIs
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
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses
15%/12%/10%/8%
ofG
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 sheetfor Item Nos. 1103(5)a, 1103(5)b, 1103(5)c, and 1103(5)d.
.
248
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1103(5)
DownlightJPinlight Fixture with Two- Compact Fluorecent Lamp (CFL) or LED Bulb, 2 Bulb
set
1 set
Designation
No. of Person/s
No. of HourIs
1
1
1
0.75
0.75
0.75
No of Unitls
No. of HourIs
Hourly Rate
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Uns_killed 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
Hourly Rate
Amount
(PhP)
Unit Cost
Amount
(PhP)
B. Equipment
Minor Tools (10 % of Labor Cost)
"0
Sub - Total for B
Total (A + B)
C.
D. Output =
E. Direct Unit Cost (C + D)
1 set
Name and Specification
Unit
Quantity
set
1.00
F. Materials
a. 2- 8Watts-21 Watts DownlightlPinlight,
RecessedlSurface Mounted with or without glass
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses
15%/12%/10%/8%
ofG
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. 1103(5)a, 1103(5)b, 1103(5)c, and 1103(5)d.
249
Part 0 - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output
1103(11)
High Bay Aluminum Reflector, Dome Luminaire
set
1 set
Designation
No. of Person/s
No. of HourIs
Hourly Rate
1
1
2
1.50
1.50
1.50
No of Unitls
No. of HourIs
Hourly Rate
1
1.00
See latest
Unit
Quantity
Unit Cost
set
1.00
Amount
(PhP)
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Uns_killed Laborer
Labor Rates are variable per RegionlDistrict
based on minimum wage as approved by
DOLE. Refer to the Schedule of Labor Rates.
Note:
alignment
Labor Includes, installation of scaffolding,
of lighting fixture, termination of wire, testing,
commissioning
and painting.
Sub - Total for A
Name and Capacity
Amount
(PhP)
B. Equipment
a. Truck Mounted, Scissor Lift, Rough Terrain
(Gas/Diesel)
ACEL
rental
rates.
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
Amount
(PhP)
F. Materials
a. High Bay Aluminum Reflector, Dome Luminaire
70Watts - 250 Watts
Prices of materials are variable per Regionl
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.
Sub - Total for F
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. 1103(11 )a1 and 1103(11 )a2.
250
15%/12%/10%/8%
ofG
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
1103(12)
Die-Cast Aluminum Floodlight with Electrocoat Paint Finish
set
1 set
Designation
No. of Person/s
No. of Houris
a. Construction Foreman
b. Skilled Laborer
1
1
c. Uns.killed Laborer
2
1.50
1.50
1.50
No of Unitls
No. of Houris
Hourly Rate
1
1.00
See latest
Amount
Hourly Rate
(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.
Nole:
alignment
Labor Includes, installation of scaffolding,
of lighting fixture, termination of wire, testing,
commissioning
and painting.
Sub - Total for A
Name and Capacity
Amount
(PhP)
B. Equipment
a. Truck Mounted, Scissor Lift, Rough Terrain
(Gas/Diesel)
Sub - Total for B
C.
Total (A + B)
D. Output =
1 set
E. Direct Unit Cost (C + D)
ACEL
rental
raets.
'.
Name and Specification
Unit
Quantity
a.Die-Cast Aluminum Floodlight with electrocoat paint
finish 70Watts - 250 Watts
set
1.00
Unit Cost
Amount
(PhP)
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 Office Price Monitoring
Committee.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies
15%/12%/10%/8%
10%/8%
& Miscellaneous (OCM) Expenses
I. Contractor's Profit (CP)
of G
5% of (G + H + I)
(G + H + I + J)
J. Value Added Tax (VAT)
K. Total Unit Cost
Note:
1. Use this cost sheetfor
ofG
Item Nos. 1103(12)a1, 1103(12)a2 and 1103(12)a3.
251
Part D - Electrical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1200
Item No.lDescription
Unit of Measurement
Output
Air Conditioning
I.s.
1 I.s.
Designation
and Refrigiration
No. of Person/s
System
No. of HourIs
Hourly
Rate
Amount
(PhP)
Rate
Amount
(PhP)
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 UniUs
No. of HourIs
Hourly
B. Equipment
Equipment Rental by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)
.J
.
Sub - Total for B
C.
D. Output
Total (A + B)
=
1 I.s.
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
F. Materials
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
(OCM) Expenses
of G
15%/12%/10%/8%
10%/8%
J. Value Added Tax (VAT)
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
252
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1201(1)
Designation
Water Pumping System
I.s.
11.s.
No. of Person/s
No. of HourIs
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 Unitls
No. of HourIs
Hourly Rate
Amount (PhP)
B. Equipment
Equipment Rental by Specialty Works or Manufacturer's/Supplier's Quotation (attach at least 3 quotations)
.J
Sub - Total for B
.
Total (A + B)
C.
D. Output =
1 I.s.
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
Amount (PhP)
F. Materials
See Items 1201(2) - 1012(12)
Sub - Total for F
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
15%/12%/10%/8%
of G
10%1 8% of G
5% of (G + H + I)
(G + H + I + J)
253
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1202(1)
Automatic
I.s.
11.s.
Water Sprinkler System
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
No. of Unitls
No. of HourIs
Hourly
Rate
Amount
(PhP)
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)
.J
Sub - Total for B
C.
Total (A + B)
D. Output
-
11.s.
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Unit Cost
F. Materials
See Derivations
for Items 1202(2) to 1012(12)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
10%/8%
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
ofG
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
254
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1202(2)a
Fire Pump with complete control and standard accessories
set
1 set
Designation
No. of Person/s
No. of HourIs
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 Unitls
No. of HourIs
Unit
Quantity
Hourly Rate
Amount (PhP)
Unit Cost
Amount (PhP)
B. Equipment
Sub - Total for B
Total (A + B)
C.
D. Output =
1 set
E. Direct Unit Cost (C + D)
Name and Specification
J
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
1.00
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.
b. Consumables (5% of Materials Cost)
Sub - Total for F
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
of G
10%/8% of G
5% of (G + H + I)
(G + H + I + J)
15%/12%/10%/8%
255
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1202(2)b
Item No./Description
Unit of Measurement
Output
Jockey Pump with complete control and standard accessories
set
1 set
Designation
No. of Person/s
No. of HourIs
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 Unitls
No. of HourIs
Name and Specification
Unit
Quantity
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
set
1.00
Hourly Rate
Amount (PhP)
Unit Cost
Amount (PhP)
B. Equipment
Sub - Total for B
C.
Total (A + B)
D. Output E. Direct Unit Cost (C + D)
.J
F. Materials
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 OfficePrice
Monitoring Committee.
Sub - Total for F
G. Direct Unit Cost (E+ F)
of G
10%/8% ofG
5% of (G + H + I)
(G + H + I + J)
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
15%/12%/10%/8%
256
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1202(3)a
Item No.lDescription
Unit of Measurement
Output
Sprinkler
Head, upright/pendent/wall
pc
1 pc
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
1
0.25
1
0.25
No. of Unitls
No. of HourIs
b. SkilTed 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)
Amount
(PhP)
B. Equipment
J
Sub - Total for B
Total (A + B)
C.
D. Output
-
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Head, upright/pendent/wall
pc
1.00
Unit Cost
F. Materials
a. Sprinkler
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
of G
10%/ 8% of G
5% of (G + H + I)
(G + H + I + J)
257
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1202(3)b
Item No./Description
Unit of Measurement
Output
Alarm Check Valve
pc
1 pc
Designation
No. of Person/s
No. of Houris
Hourly
Rate
Amount
(PhP)
A. Labor
1
4.00
b. Skilfed Laborer
1
4.00
c Unskilled
1
4.00
No. of Unitls
No. of Houris
a. Construction
Foreman
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)
Amount
(PhP)
B. Equipment
.J
Sub - Total for B
Total (A + B)
C.
D. Output E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
Unit Cost
F. Materials
a. Alarm Check Valve
b. Consumables
(5% of 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 Office Price
Monitoring Committee.
Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
of G
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
10%/8%
ofG
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
258
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
1202(3)c
Flow Meter
pc
1 pc
Output
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
1
3.00
b. Skilled Laborer
1
3.00
c Unskilled
1
3.00
No. of Unitls
No. of HourIs
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)
Amount
(PhP)
B. Equipment
.J
Sub - Total for B
C.
Total (A + B)
D. Output
-
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
Unit Cost
F. Materials
a. Flow meter
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
of G
10%1 8% of G
(OCM) Expenses
J. Value Added Tax (VAT)
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
259
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
OS & Y Gate Valve 175 psi
1202(3)d
pc
1 pc
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
1
3.00
b. Skilted Laborer
Foreman
1
3.00
c Unskilled
1
3.00
No. of Unit/s
No. of HourIs
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
.J
Sub - Total for B
C.
.
Total (A + B)
D. Output
=
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
Unit Cost
Amount
(PhP)
F. Materials
a. OS & Y Gate Valve 175 psi
b. Consumables
(5% of 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 Office Price
Monitoring Committee.
Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
of G
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
260
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output
1202(3)e
Pressure
pc
1 pc
Designation
Gauge
No. of Person/s
No. of HourIs
1
0.50
1
0.50
No. of Unitls
No. of HourIs
Hourly
Rate
Amount
(PhP)
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
Hourly
Rate
Amount
(PhP)
Amount
(PhP)
B. Equipment
oJ
Sub - Total for B
C.
Total (A + B)
D. Output =
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Gauge
pc
1.00
Unit Cost
F. Materials
a. Pressure
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
I. Contractor's
Profit (CP)
& Miscellaneous
15%/12%/10%/8%
(OCM) Expenses
ofG
10%/ 8% of G
J. Value Added Tax (VAT)
K. Total Unit Cost
5% of (G + H + I)
(G + H + I + J)
261
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1202(3)f
Pressure Relief Valve
pc
1 pc
Designation
No. of Person/s
No. of HourIs
1
1
1
3.00
3.00
3.00
No. of Unitls
No. of HourIs
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
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
F. Materials
a. Pressure Relief Valve
b. Consumables (5% of Materials Cost)
Sub - Total for F
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
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)
262
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1202(3)g
Item No./Description
Unit of Measurement
Floor Control Valve
pc
1 pc
. Output
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
1
3.00
b. Skilled Laborer
1
3.00
c Unskilled
1
3.00
No. of Unitls
No. of HourIs
a. Construction
Foreman
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)
Amount
(PhP)
B. Equipment
.J
Sub - Total for B
Total (A + B)
C.
D. Output
=
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Relief Valve
pc
1.00
Unit Cost
F. Materials
a. Pressure
b. Consumables
(5% of 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 Office Price
Monitoring Committee.
Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
10%/8%
(OCM) Expenses
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
of G
of G
5% of (G + H + I)
(G + H + I + J)
263
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1202(3)h1
Inspector Test Valve
pc
1 pc
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
1
0.75
b. Skilled Laborer
Foreman
1
0.75
c Unskilled
1
0.75
No. of Unitls
No. of HourIs
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)
Amount
(PhP)
B. Equipment
.J
Sub - Total for B
C.
Total (A + B)
D. Output =
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
Unit Cost
F. Materials
a. Inspector Test Valve
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
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
of G
10%1 8% of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
264
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1202(3)h2
Item No.lDescription
Unit of Measurement
Inspector Test Connection
pc
1 pc
Output
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
1
6.00
b. Skilled Laborer
1
6.00
c Unskilled
1
6.00
No. of Unitls
No. of HourIs
a. Construction
Foreman
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)
Amount
(PhP)
B. Equipment
.J
Sub - Total for B
C.
Total (A + B)
D. Output -
1 pc
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
Test Connector
pc
1.00
Unit Cost
F. Materials
a. Inspector
b. Consumables
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
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
K. Total Unit Cost
ofG
10%/8%
ofG
5% of (G + H + I)
(G + H + I + J)
265
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1202(4)
Item No./Description
Unit of Measurement
Output per hour
25 mm ¢ - 50 mm ¢ Black Iron (B.I.) Pipe
length
0.80 length
Designation
No. of Person/s
No. of HourIs
1
1
2
1.00
1.00
1.00
No. of Unitls
No. of HourIs
Hourly Rate
Amount (PhP)
A. Labor
a. Construction Foreman
b. Skilfed 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 for ceiling height of up to
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
Hourly Rate
Amount (PhP)
Unit Cost
Amount (PhP)
B. Equipment
.J
Sub - Total for B
C.
Total (A + B)
D. Output per Hour = 0.80 length
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
length
1.00
F. Materials
a. 25 mm 0 - 50 mm 0 x 6.00 m Black Iron (B.I.)
Pipe
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.
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses
15%/12%/10%/8%
ofG
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.
266
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1202(4)
Item No./Description
65 mm 0-150
Unit of Measurement
Output per hour
mm l2I Black Iron (B.I.) Pipe
length
0.75 length
Designation
No. of Personls
No. of Houris
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
1
1.00
b. Skilled Laborer
Foreman
1
1.00
c. Unskilled
2
1.00
No. of Unitls
No. of Houris
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 for ceiling height of up to
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
Hourly
Rate
Amount
(PhP)
Amount
(PhP)
B. Equipment
.J
Sub - Total for B
C.
D. Output per Hour
=
Total (A + B)
0.75 length
E. Direct Unit Cost (C + D)
Name imd Specification
Unit
Quantity
a. 65 mm 0 -150 mm l2I x 6.00 m Black Iron (B.I.)
Pipe
length
1.00
Unit Cost
F. Materials
b. Consumables
(5% of 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 Office Price
Monitoring Committee.
Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
(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. 1202(4)a5,
of G
10%/8%
of G
5% of (G + H + I)
(G + H + I + J)
1202(4)a6,
1202(4)a7 and 1202(4)a8.
267
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output per hour
1202
Fittings
pc
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
Hourly
Rate
Amount
(PhP)
Amount
(PhP)
A. Labor
(Labor.. cost for these items are to be consideredlincluded
in the installation
of pipes.)
Sub - Total for A
Name and Capacity
No. of HourIs
No. of Unitls
B. Equipment
.J
Sub - Total for B
C.
D. Output per Hour
=
Total (A + B)
Output for these items are considered
in the installation
of pipes
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
pc
1.00
Unit Cost
F. Materials
a. B.l. 90 elbow/B.l. Tee/ Bell Reducerl Blind
Flange/ Slip Flange/ Riser Nipple/ Threadolet!
Sleeve
b. Consumables
Pipe
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.
(5% of material cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
15%/12%/10%/8%
10%/8%
(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. 1202(4)b,
1202(9)a.
of G
of G
5% of (G + H + I)
(G + H + I + J)
1202(4)c,
1202(5)a,
268
1202(5)b,
1202(6)a,
1202(6)b,
1202(7)a, 1202(8)a and
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
1202(10)
Item No./Description
Unit of Measurement
Output
Fire Hose Valve siames 150 mm 11lx 2 w x 65 mm 11lwith cap
set
1 set
Designation
No. of Person/s
No. of HourIs
1
1
2
3.00
3.00
3.00
No. of Unit/s
No. of HourIs
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
.J
Sub - Total for B
Total (A + B)
C.
D. Output =
1 set
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
a. Fire Hose Valve siames 150 mm 0 x 2 w x 65
mm 0 with cap
b. Consumables (5% of Materials Cost)
set
1.00
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 Office Price
Monitoring Committee.
Sub - Total for F
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
15%/12%/10%/8%
of G
of G
5% of (G + H + I)
(G + H + I + J)
10%/8%
269
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No.lDescription
Unit of Measurement
Output
1202( 11)
Fire Hose Cabinet
set
1 set
Designation
No. of Person/s
No. of HourIs
Hourly
Rate
Amount
(PhP)
A. Labor
a. Construction
Foreman
1
1.00
b. Skitted Laborer
1
1.00
c. Unskilled
1
1.00
No. of Unitls
No. of HourIs
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)
Amount
(PhP)
B. Equipment
.J
Sub - Total for B
C.
Total (A + B)
D. Output
=
1 set
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
set
1.00
Unit Cost
F. Materials
a. Fire Hose Cabinet
b. Consumables
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.
(5% of Materials Cost)
Sub - Total for F
G. Direct Unit Cost (E + F)
H. Overhead,
Contingencies
& Miscellaneous
(OCM) Expenses
of G
15%/12%/10%/8%
I. Contractor's Profit (CP)
J. Value Added Tax (VAT)
10%/8%
of G
5% of (G + H + I)
K. Total Unit Cost
(G + H + I + J)
270
Part E - Mechanical
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description
Unit of Measurement
Output
1202(12)
Designation
Fire Extinguisher
set
1 set
No. of Personls
No. of HourIs
1
0.50
No. of Unitls
No. of HourIs
Hourly Rate
Amount (PhP)
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
Hourly Rate
Amount (PhP)
Unit Cost
Amount (PhP)
B. Equipment
.J
Sub - Total for B
Total (A + B)
C.
D. Output =
1 set
E. Direct Unit Cost (C + D)
Name and Specification
Unit
Quantity
set
1.00
F. Materials
a. Fire Extinguisher
Sub - Total for F
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
15%/12%/10%/8%
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.
ofG
ofG
5%of(G+H+I)
(G + H + I + J)
10%/8%
271
Part E - Mechanical
SECTION C
CALCULATION OF CYCLE TIME
FOR HAULING EQUIPMENT
272
C. CALCULATION OF CYCLE TIME FOR HAULING EQUIPMENT
C.l ESTIMATED TRAVEL SPEED, LOADING/UNLOADING
TERRAIN CONDITION
FLAT
ROLLING
MOUNTAINOUS
& ALLOWANCE FOR DELAY
DUMP TRUCK TRAVEL SPEED {km/h}
ROAD SURFACE
CONDITION
LOADED
EMPTY
PAVED
35
55
UNPAVED
30
45
PAVED
30
40
UNPAVED
25
35
PAVED
20
30
UNPAVED
15
25
LOADING TIME (min)
3
UNLOADING TIME (min)
2
ALLOWANCE FOR DELAY (min)
100/0 of Cycle Time
C.2 FORMULA FOR THE CALCULATION OF DUMP TRUCK TRAVEL TIME
FORMULA:
T = D7R
Where T = Time, Time of Travel (h)
D = Distance, Hauling Distance (km)
R=
Rate, Travel Speed (km/h)
C.3 COMPUTATION OF CYCLE TIME, T
Example: Average Hauling Distance = 2.00 km
Average Hauling Distance
Loading Time
Loaded Travel Time
First 200 m @
20
Succeeding 1600 m @
Next 200 m @
20
Unload and Manuever
Return Empty
First 200 m @
30
Succeeding 1600 m @
Next 200 m @
30
J
kph
30
kph
kph
kph
45
kph
kph
Cycle Time, T
Allowance for Delay
Total Cycle Time, T
=
=
Flat
2.00 km
3.00 min
=
=
=
=
0.60
3.20
0.60
2.00
=
=
=
=
=
0.40 min
2.13 min
0.40 min
=
min
min
min
min
12.33
min
1.23 min
13.56
minutes
NOTE:
The assumed travel time for loaded and unloaded dump trucks for each type of road surface and
terrain condition are for normal conditions. It may vary depending on traffic and road surface
conditions and other fa9:0rs provided that a detailed justification/explanation to be supported with
corresponding data and relevant information should be presented.
273
SECTION D
COMPUTATION OF LABOR RATES
J
274
D. COMPUTATION OF LABOR RATES
0.1 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 Emolovment (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.
0.2 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 pfovinces 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.
275
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o
SECTION E
EQUIPMENT RENTAL RATES
277
E. 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.
E.!
List of equipment adopted in the standard DUPA with make, model and capacity
DESCRIPTION
1.
Earthmoving
Equipment
1,733.00
G710A
140
PhP
2,173.00
400-500 Gasoline Engine
5
PhP
123.00
1,522.00
LX80- 2C
3.
Lifting Equipment
2.1
5.
PhP
Payloader
Motorized Road Grader
Plate Compactor
3,379.00
PhP
D6H SERIES II PSDS/DD
1.2
1.3
RENTAL RATE
110
Bulldozer
Compaction Equipment
I
HEEL
ER
CAPACITY
165
1.1
2.
4.
I
MODEL
1.50 m3/1.95 vd3
3.1
Crawler Crane
All Models
21-25 mt
145
PhP
3.2
Crawler Crane
All Models
36-40 mt
190
PhP
1,902.00
3.3
Crawler Crane
All Models
41-45 mt
190
PhP
2,151.00
3.4
Truck Mounted Crane
All Models
20-25 mT
200
PhP
1,631.00
3.5
Truck Mounted Crane
All Models
31-35 mt
238
PhP
1,861.00
246
PhP
2,606.00
PhP
1,386.00
3.6
Truck Mounted Crane
3.7
Truck Mounted, Scissor Lift, Terrain
All Models
41-45 mt
Gas/Diesel Driven
40 ft hts x 46 ft range
SE 130 LC-2
0.80 m /1.04 vd
3
3
99
PhP
1,537.00
SE 130 LC-2
3
0.80 m /1.04 vd
3
99
PhP
1,998.10
3
50
PhP
922.00
4
PhP
129.38
Excavating Equipment
4.1
Backhoe
4.2
Backhoe w/ Breaker
4.3
Backhoe, Wheel Mounted
4.4
Portable Breaker
0.28 m3/0.37 vd
WACKER PORTABLE PETROL BREAKER, BHF30S
PW60N-l
Foundation Equipment
5.1
5.2
5.3
5.4
5.5
Diesel Hammer
Vibro Hammer
Vibro Hammer w/ Hydraulic Power
.J
K25 - DSL
7500 kg-m
PhP
1,286.00
DPD600T Hydraulic Pile Driver
60 ton
201
PhP
2,123.00
Pack
Vibro Hammer
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
Drilling Rig
C.M.V. TH18/65, 200 mm 11165
m depth & 18000 kg-m Drill
300
PhP
12,637.00
5.50
PhP
545.00
PhP
6,765.00
Torque
6
7
Concreting Equipment
6.1
Concrete Screeder
6.2
Concrete Paver
6.3
One Bagger Mixer
6.4
Transit Mixer
PhP
172.00
5-6 vd3
175
PhP
1,318.00
1,420.00
4-6 ~/min
All Models
Hauling Equipment
Dump Truck
All Models
12 vd3
290
PhP
Cargo/Service Truck
All Models
2-5 mt
160
PhP
783.00
7.3
Boom Truck
All Models
2-5 mt
160
PhP
1,017.90
7.4
Cargo/Service Truck
All Models
9-10 mt
270
PhP
1,212.00
7.5
Water Truck/Pump
All Makes
16000 L
360
PhP
2,450.00
356-450 dm
161-185 dm
120-160 dm
15-35 dm
130
PhP
965.00
69
PhP
502.00
51
PhP
450.00
20
PhP
205.00
PhP
201.25
150.00
170.00
7.1
7.2
8
Wacker Truss Screed
COMMANDER III, FOUR-TRACK
Air Equipment
8.1
Air Compressor
All Models
8.2
Air Compressor
All Models
8.3
Air Compressor, Portable
All Models
8.4
Air Compressor
All Models
Diamond Drill
CP-8
8.5
8.6
Jackhammer
PhP
8.7
Pneumatic Drillina Machine
PhP
278
DESCRIPTION
9
OUTPUT/DISCHARGE
SOLID SIZE
CAPACITY (mm)
(Ipm)
tLY
ENTAL RA
Pumping Equipment
9.1
9.2
9.3
0
Water Pump, 100 mm suction 0
50
2,667
Water Pump, 100 mm suction
1,800
PhP
PhP
123.38
PhP
2 076.00
Pumocrete
MODEL
DESCRIPTION
k
kW
266.25
16
7.50
RENTAL RATE
10 Power Generating Equipment
I
10.1 Generator Set
All Makes
301-350 kW
375
PhP
872.87
10.2 Generator Set
All Makes
700 kW
875
PhP
2,147.27
MODEL
AMPERES
FLYWHE
HORSEPO
Electric Driven/DC Output
500
Gas/Diesel Driven
300
48
CAPACITY
FLYWHEEL
HORSEPOWER
I
DESCRIPTION
11 Shop Equipment
11.1 Welding Machine
11.2 Weldina Machine
I
,
DESCRIPTION
II
MODEL
I
NTAL RATE
PhP
391.00
PhP
371.00
•• ~L RATE
12 Special Support Equipment
75.36
HUSQVARNA 2100 CD with CR22, 7 ft Reach, 9 in Standard Blade
PhP
Flexible Shaft Type 2" Head !I} with 5 Amperes Gasoline Drive Unit
PhP
91.25
13.2 Bar Cutter
25 mm Maximum Rebar 0 (Grade 40), Single Phase
PhP
219.75
13.3 Bar Bender
25 mm Maximum Rebar 0, Three Phase
PhP
351.50
20 mt
PhP
5,000.00
PhP
1,265.00
PhP
45.45
PhP
65,000.00
PhP
37,000.00
PhP
103,000.00
12.1 Chainsaw
13. Miscellaneous Equipment
13.1 Concrete Vibrator
14. Others
14.1 Drop Hammer w/ accessories
14.2 1 Air Compressor w/2
Jack Hammer
14.3 Cutting Outfit
Pile Integrity
Testing (Sonic) &
14 4 accessories
. (includes professional fee of Strcutural
Engineer and reports)
Pile Integrity Testing & accessories
14.5 (includes professional fee of Strcutural
Engineer and reports)
,J
Dynamic Pile Testing
14.6 (includes professional fee of Structural
Engineer)
14.7 Lighting System/Tower
Lights
Tower Height
= 28 ft, No. of Lights = 4 x 1000 watts, hp = 10.50
Generator = 5 kW
PhP
543.50
14.8 Bentonite Bin
PhP
280.00
14.9 Bentonite Mixer
PhP
173.00
15
SPT & Desandinq Machine
15.1 Tremie Pioe Set
279
PhP
559.00
PhP
320.00