Alcoy Drainage 2023 3RD QUARTER
Alcoy Drainage 2023 3RD QUARTER
Alcoy Drainage 2023 3RD QUARTER
FY 2024
SIGNAGE DESCRIPTION MATERIAL REQUIREMENTS AND COST
ROAD AND BRIDGE WORK SITE TEMPORARY Labor Daily Rental Rate
Consumables
SIGNAGE SIGN NO. Size (mm) Letters / Symbols Background Sign Panel Frame
(5% of Frame)
(15% of
Frame & Consumables)
Total (considering 3 years
(Width x Height) and lifespan)
Cost (E) = (A) + (B) +
(A) Angle Bar (C) (D) (F) = (E) / (365 * 3)
(B) (C) + (D)
Red / Orange
- Flourescent for day
WORKMEN AHEAD 2 pcs - 6m L50 x 50
T1-5 900 X 600 Black use (Short Term) ₱5,500.00 ₱1,360.00 ₱68.00 ₱214.20 ₱7,142.20 6.52
(T1-5) x 3mm
- Flourescent for
night use (Long Term)
SPEED RESTRICTION 600 x 800 Black 240 CDN White Reflectorized 2 pcs - 6m L50 x 50
R4-1 ₱5,400.00 ₱1,360.00 ₱68.00 ₱214.20 ₱7,042.20 6.43
(R4-1) (size B) Circle - 600 dia. RedRed circle- Reflectorized x 3mm
EXECUTIVE SUMMARY
Program of Work
2. PROJECT TITLE : Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation Structures Prot
Major/Strategic Public Buildings/Facilities - Construction of Flood Control Structure, Barangay Poblacion, Alcoy,
0
3. LIMITS :
FY 2024
LENARD PANUGALINOG
OIC - Chief Planning & Design Section
DETAILED CALCULATIONS ON COST OF CONSTRUCTION SAFETY AND HEALTH
OUTPUT NO. OF
MAN- SAFETY SAFETY SAFETY WORKING RAIN EAR BODY RUBBER EYE
ITEM NO. DESCRIPTION QUANTITY PER WORKERS PERSONN DAYS LANYARD
DAYS HELMET SHOES VEST GLOVES COATS MUFFS HARNESS BOOTS GOGGLES
HOUR EL
Foreman 1 4 4 4 4 4 4 1.2 4
102(4) Surplus Unclassified Excavation 1,313.53 50.00 Skilled Laborer 4 0 0 0 0 0 0 0
Unskilled Laborer 2 4 8 8 8 8 8 2.4 8
Foreman 2 1 2 2 2 2 2 0.6 2
104(1)a Embankment from roadway/structure excavation, Co 296.93 50.00 Skilled Laborer 1 0 0 0 0 0 0 0
Unskilled Laborer 4 1 4 4 4 4 4 1.2 4
Foreman 1 0 0 0 0 0 0 0 0
105(1)a Subgrade Preparation (Common Material) 0.00 300.00 Skilled Laborer 0 0 0 0 0 0 0 0
Unskilled Laborer 2 0 0 0 0 0 0 0 0
Foreman 1 0 0 0 0 0 0 0 0
200(1) Aggregate Subbase Course 0.00 50.00 Skilled Laborer 0 0 0 0 0 0 0 0
Unskilled Laborer 2 0 0 0 0 0 0 0 0
Foreman 1 0 0 0 0 0 0 0 0 0
Portland Cement Concrete Pavement (Unreinforced), 70.00 Skilled Laborer
311(1)c1 0.00 4 0 0 0 0 0 0 0 0 0
0.23m thk., 14 days
Unskilled Laborer 12 0 0 0 0 0 0 0 0 0
Foreman 1 0 0 0 0 0 0 0 0
612(1) Reflectorized Thermoplastic Pavement Markings (Whit 0.00 25.00 Skilled Laborer 2 0 0 0 0 0 0 0 0
Unskilled Laborer 6 0 0 0 0 0 0 0 0
A. TOTAL PERSONNEL/MAN-DA 41 15 18 18 18 18 18 5.4 0 0 0 0 18
B. SERVICE LIFE, days 730.00 365.00 180.00 3.00 730.00 730.00 730.00 730.00 365.00 60.00
C. PURCHASE COST, Php 952.00 980.00 455.00 39.25 300.00 676.00 1,100.00 1,263.85 345.00 111.00
D. UNIT COST/MAN-DAYS (C/B) 1.30 2.68 2.53 13.08 0.41 0.93 1.51 1.73 0.95 1.85
E. DIRECT COST FOR PPE's (D x A(Man-days)) 23.47 48.33 45.50 235.50 2.22 0.00 0.00 0.00 0.00 33.30 388.32
Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CEBU 4TH DISTRICT ENGINEERING OFFICE
REGIONAL OFFICE VII
Poblcion, Dalaguete, Cebu
FORM POW-2015-01-00
PROGRAM OF WORKS/BUDGET COST
ORIGINAL
Date :
Project : Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation Structures Protecting Appropriation : 5,000,000.00
Major/Strategic Public Buildings/Facilities - Construction of Flood Control Structure, Barangay Poblacion, Alcoy, Cebu Source of Fund : FY 2024
Target Start Date : Upon Approval
Project ID : Total Project Duration : 94 C.D.
Location : Alcoy, Cebu
Project Description : FCN - Flood Control - Construction - Drainage
Road Length : m
Road Length (Section 1) : m
Road Length (Section 2) : m
Road Width : m
Pavement Thickness : m
Shouldering Width : m
AS SUBMITTED AS EVALUATED
DESCRIPTION OF WORKS TO BE DONE QUANTITY UNIT
% TOTAL TOTAL DIRECT COST % TOTAL TOTAL DIRECT COST
CHRISTIAN JAHWEH S. SABADO LENARD PANUGALINOG Name & Signatur NORLANDO P. MANALO MA. CHYMBELIN D. IBAL
ENGINEER II ENGINEER II Position Title OIC - ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
Planning & Design Section OIC - Chief Planning & Design Section Planning Division
Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CEBU 4TH DISTRICT ENGINEERING OFFICE
REGIONAL OFFICE VII
Poblcion, Dalaguete, Cebu
FORM ABC-2015-02-00
Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation Structures Protecting
Major/Strategic Public Buildings/Facilities - Construction of Flood Control Structure, Barangay Poblacion, Alcoy, Cebu
0
Alcoy, Cebu
AS SUBMITTED - - - - -
PART A FACILITIES FOR THE ENGINEER
AS EVALUATED
AS SUBMITTED - 25.00% - - - -
PART D SUBBASE AND BASE COURSE
AS EVALUATED
AS SUBMITTED - 25.00% - - - -
PART E SURFACE COURSES
AS EVALUATED
AS SUBMITTED - 25.00% - - - -
PART H MISCELLANEOUS STRUCTURES
AS EVALUATED
Prepared by: Checked/Submitted by: Reviewed as to Unit Cost: Recommending Approval: Approved:
CHRISTIAN JAHWEH S. SABADO LENARD PANUGALINOG Name & Signature NORLANDO P. MANALO MA. CHYMBELIN D. IBAL
ENGINEER II ENGINEER II Position Title OIC - ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
Planning & Design Section OIC - Chief Planning & Design Section Planning Division
Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CEBU 4TH DISTRICT ENGINEERING OFFICE
REGIONAL OFFICE VII
Poblcion, Dalaguete, Cebu
Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation Structures Protecting
Major/Strategic Public Buildings/Facilities - Construction of Flood Control Structure, Barangay Poblacion, Alcoy, Cebu
0
Alcoy, Cebu
APPROVED BUDGET FOR THE CONTRACT
Contract Duration : 94 Calendar Days
ESTIMATED DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT TOTAL COST UNIT COST
COST % VALUE COST
PART A FACILITIES FOR THE ENGINEER
AS SUBMITTED - L.S. - 25% - - - - #DIV/0!
A.1.1(3) Construction of Field Office for The Engineer
AS EVALUATED
AS SUBMITTED - month - 25% - - - - #DIV/0!
A.1.1(16) Operation and Maintenance of Field Office for the Engineer
AS EVALUATED
AS SUBMITTED - - - - -
TOTAL OF PART A
AS EVALUATED
PART B OTHER GENERAL REQUIREMENTS
AS SUBMITTED 1.00 L.S. 20,000.00 25% 5,000.00 1,250.00 6,250.00 26,250.00 26,250.00
B.4(10) Miscellaneous Survey and Staking
AS EVALUATED
AS SUBMITTED 3.00 each 13,866.24 25% 3,466.56 866.64 4,333.20 18,199.44 6,066.48
B.5 Project Billboard/Sign Board
AS EVALUATED
AS SUBMITTED 1.00 L.S. 68,788.70 25% 17,197.18 4,299.29 21,496.47 90,285.17 90,285.17
B.7 (2) Occupational Safety and Health Program
AS EVALUATED
AS SUBMITTED 3.60 month 134,430.62 10% 13,443.06 7,393.68 20,836.74 155,267.36 43,129.82
B.8 (1) Traffic Management
AS EVALUATED
AS SUBMITTED 1.00 L.S. - 0% - - - - -
B.9 Mobilization/Demobilization
AS EVALUATED
AS SUBMITTED 237,085.56 39,106.80 13,809.61 52,916.41 290,001.97
TOTAL OF PART B
AS EVALUATED
Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CEBU 4TH DISTRICT ENGINEERING OFFICE
REGIONAL OFFICE VII
Poblcion, Dalaguete, Cebu
Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation Structures Protecting
Major/Strategic Public Buildings/Facilities - Construction of Flood Control Structure, Barangay Poblacion, Alcoy, Cebu
0
Alcoy, Cebu
APPROVED BUDGET FOR THE CONTRACT
Contract Duration : 94 Calendar Days
ESTIMATED DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT TOTAL COST UNIT COST
COST % VALUE COST
PART C EARTHWORK
AS SUBMITTED 1,313.53 cu.m. 308,291.75 25% 77,077.74 19,268.47 96,346.21 404,637.96 308.05
102(4) Surplus Unclassified Excavation
AS EVALUATED
AS SUBMITTED 296.93 cu.m. 91,260.25 25% 22,816.10 5,704.03 28,520.13 119,780.38 403.40
104(1)a Embankment from roadway/structure excavation, Common Soil
AS EVALUATED
AS SUBMITTED - sq.m. - 25% - - - - #DIV/0!
105(1)a Subgrade Preparation (Common Material)
AS EVALUATED
AS SUBMITTED 399,552.00 99,893.84 24,972.50 124,866.34 524,418.34
TOTAL OF PART C
AS EVALUATED
PART D SUBBASE AND BASE COURSE
AS SUBMITTED - cu.m. - 25% - - - - #DIV/0!
200(1) Aggregate Subbase Course
AS EVALUATED
AS SUBMITTED - - - - -
TOTAL OF PART D
AS EVALUATED
PART E SURFACE COURSES
Portland Cement Concrete Pavement (Unreinforced), 0.23m AS SUBMITTED - sq.m. - 25% - - - - #DIV/0!
311(1)c1
thk., 14 days AS EVALUATED
AS SUBMITTED - - - - -
TOTAL OF PART E
AS EVALUATED
PART H MISCELLANEOUS STRUCTURES
AS SUBMITTED - sq.m. - 25% - - - - #DIV/0!
612(1) Reflectorized Thermoplastic Pavement Markings (White)
AS EVALUATED
AS SUBMITTED - - - - -
TOTAL OF PART H
AS EVALUATED
AS SUBMITTED 636,637.56 139,000.64 38,782.11 177,782.75 814,420.31
GRAND TOTAL
AS EVALUATED
Preparation and Submission: Evaluation:
Prepared by: Checked/Submitted by: Reviewed as to Unit Cost:
FORMULA: T = D/R
Where: T = Time, Time of travel (h)
D = Distance, Hauling Distance (km)
R = Rate, Travel Speed (km/h)
Source: Cebu 4th DEO Jursidiction
Paved Flat to Flat Paved from DEO going to project site = Distance, D= 19.00 km
Free Hauling (5km) free hauling distance= 5.00 km
Net Hauling Distance = 14.00 km
Total Rate of Cargo Truck for One Cycle = 783 per hour x 0.74 hours = 576.36
Laborer for loading & Unloading = 2 Laborers x 54.98 /hour x 0.74 = 80.94
Total Rate of Cargo Truck for One Cycle = 783 per hour x 0.35 hours = 275.62
Laborer for loading & Unloading = 2 Laborers x Labor Rates x 0.35 = 38.71
FORMULA: T = D/R
Where: T = Time, Time of travel (h)
D = Distance, Hauling Distance (km)
R = Rate, Travel Speed (km/h)
Source: Tagbilaran City, Bohol
Paved Flat to Flat Paved from DEO going to project site = Distance, D= 89.00 km
free hauling distance= 5.00 km
Net Hauling Distance = 84.00 km
FORMULA: T = D/R
Where: T = Time, Time of travel (h)
D = Distance, Hauling Distance (km)
R = Rate, Travel Speed (km/h)
Source: Cansibu-an Quarry, Cansibuan, Antequera, Bohol
Paved Flat to Flat Paved from Quarry going to project site = Distance, D= 12.40 km
free hauling distance= 5.00 km
Net Hauling Distance = 7.40 km
Location:
I. Equipment
1.00 unit Dumptruck (20 cu.m.) @P 13,597.68 = P 13,597.68
II. Labor
1.00 unit Laborer @P 482.47 = P 482.47
Hauling Equiptment Used: Dumptruck 10.00 cu.m. (Loading Capacity: 300 bags/trip)
Average Hauling Distance = 40.12 km - from source to site
Less Free Hauling Distance = 5.00 km
Hauling Distance = 35.12 km
I. Equipment
II. Labor
Total Unit Price of Cement = Pick-up Price + Hauling Price per Bag
= 233.00 + 42.92
= 275.92 /bag
Hauling Equiptment Used: Dumptruck 10.00 cu.m. (Loading Capacity: 300 bags/trip)
Average Hauling Distance = 123.10 km - from source to site
Less Free Hauling Distance = 5.00 km
Hauling Distance = 118.10 km
I. Equipment
II. Labor
Total Unit Price of Reinforcing Steel = Pick-up Price + Hauling Price per kilogram
= 65.00 + 1.04
= 66.04 /kg.
Paved Roads
Hauling Equiptment Used: Cargo Truck Loading Capacity 10 pc/trip
Average Hauling Distance = 40.12 km - from source to site
Less Free Hauling Distance = - km
Hauling Distance = 40.12 km
Unpaved Roads
Hauling Equiptment Used: Cargo Truck Loading Capacity 10 pc/trip
Average Hauling Distance = - km - from source to site
Less Free Hauling Distance = - km
Hauling Distance = - km
Manual Hauling
Average Hauling Distance = - km - from truck to actual work site
Manual Loading Capacity = 1.00 pcs/load (0.25pcs/ load per labor)
Manpower = 4.00 Laborer (1 Gang = 1 Leadman and 4 Laborer)
Loading Time = - hr
Unloading Time = - hr
No. of Truck Cycle per day = 1.19 cycle (8 Working Hours per day/Total Cycle Time)
No. of Manual Hauling per day = - cycle (8 Working Hours per day/Total Cycle Time)
Output of Manual Labor per day = - pcs/day (hrs/cycle divided by Manual Loading Capacity)
B. Detailed Unit Price for Hauling:
I. Equipment
II. Labor
8.76 kms.
26.41 kms.
DEO OFFICE
K0084+000
5.05 km from source
SOURCE : PMSC
K0089+050
42.95 kms.
PROJECT SITE
K0131+000 - K0133+000
42.95 km from source
Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation Structures Protecting
Major/Strategic Public Buildings/Facilities - Construction of Flood Control Structure, Barangay Poblacion, Alcoy, Cebu
0
Alcoy, Cebu
ITEMIZED BREAKDOWN
DIRECT COST
TOTAL UNIT COST
QUANTITY % DIRECT COST
(DIRECT+INDIRECT)
ITEM NO. DESCRIPTION UNIT TOTAL UNIT COST
AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALAUTED AS SUBMITTED AS EVALAUTED
A.1.1(3) Construction of Field Office for The Engineer - L.S. - #DIV/0! #DIV/0! 0.00
TOTAL OF PART A - -
B.4(10) Miscellaneous Survey and Staking 1.00 L.S. 20,000.00 20,000.00 26,250.00 3.14
B.5 Project Billboard/Sign Board 3.00 each 13,866.24 4,622.08 6,066.48 2.18
B.7 (2) Occupational Safety and Health Program 1.00 L.S. 68,788.70 68,788.70 90,285.17 10.81
B.8 (1) Traffic Management 3.60 month 134,430.62 37,341.84 43,129.82 21.12
PART C EARTHWORK
102(4) Surplus Unclassified Excavation 1,313.53 cu.m. 308,291.75 234.70 308.05 48.43
TOTAL OF PART D - -
TOTAL OF PART E - -
TOTAL OF PART H - -
Operation and Maintenance of Field Office for the As Submitted - - month - - 25,168.64 - - - #DIV/0! - 25% - - - #DIV/0!
A.1.1(16)
Engineer As Evaluated
As Submitted - - - - - - - -
TOTAL OF PART A
As Evaluated
PART B OTHER GENERAL REQUIREMENTS
As Submitted 3.14 1.00 L.S. 20,000.00 20,000.00 - - - - 20,000.00 20,000.00 25% 5,000.00 1,250.00 26,250.00 26,250.00
B.4(10) Miscellaneous Survey and Staking
As Evaluated
As Submitted 2.18 3.00 each 4,151.60 12,454.80 427.71 1,283.13 42.77 128.31 4,622.08 13,866.24 25% 3,466.56 866.64 18,199.44 6,066.48
B.5 Project Billboard/Sign Board
As Evaluated
As Submitted 10.81 1.00 L.S. 388.13 388.13 68,400.57 68,400.57 0.00 - 68,788.70 68,788.70 25% 17,197.18 4,299.29 90,285.17 90,285.17
B.7 (2) Occupational Safety and Health Program
As Evaluated
As Submitted 21.12 3.60 month 10,613.20 38,207.52 25,168.64 90,607.10 1,560.00 5,616.00 37,341.84 134,430.62 10% 13,443.06 7,393.68 155,267.36 43,129.82
B.8 (1) Traffic Management
As Evaluated
As Submitted - 1.00 L.S. - - - - 0.00 - - - 0% - - - -
B.9 Mobilization/Demobilization
As Evaluated
As Submitted 37.24 71,050.45 160,290.80 5,744.31 237,085.56 39,106.80 13,809.61 290,001.97
TOTAL OF PART B
As Evaluated
PART C EARTHWORK
As Submitted 48.43 1,313.53 cu.m. - - 228.85 6,012.01 11,506.42 302,279.74 234.70 308,291.75 25% 77,077.74 19,268.47 404,637.96 308.05
102(4) Surplus Unclassified Excavation
As Evaluated
Embankment from roadway/structure excavation, As Submitted 14.33 296.93 cu.m. - - 418.79 2,487.03 14,948.51 88,773.22 307.35 91,260.25 25% 22,816.10 5,704.03 119,780.38 403.40
104(1)a
Common Soil As Evaluated
As Submitted - - sq.m. - - 228.85 - 5,729.37 - #DIV/0! - 25% - - - #DIV/0!
105(1)a Subgrade Preparation (Common Material)
As Evaluated
As Submitted 62.76 - 8,499.04 391,052.96 399,552.00 99,893.84 24,972.50 524,418.34
TOTAL OF PART C
As Evaluated
PART D SUBBASE AND BASE COURSE
As Submitted - - cu.m. 2,712.25 - 228.85 - 5,729.37 - #DIV/0! - 25% - - - #DIV/0!
200(1) Aggregate Subbase Course
As Evaluated
As Submitted - - - - - - - -
TOTAL OF PART D
As Evaluated
PART E SURFACE COURSES
Portland Cement Concrete Pavement (Unreinforced), As Submitted - - sq.m. 1,607.68 - 1,144.91 - 16,757.85 0.00 #DIV/0! - 25% - - - #DIV/0!
311(1)c1
0.23m thk., 14 days As Evaluated
As Submitted - - - - - - - -
TOTAL OF PART E
As Evaluated
PART H MISCELLANEOUS STRUCTURES
As Submitted - - sq.m. 440.01 - 626.57 - 1,727.42 - #DIV/0! - 25% - - - #DIV/0!
612(1) Reflectorized Thermoplastic Pavement Markings (White)
As Evaluated
As Submitted - - - - - - - -
TOTAL OF PART G
As Evaluated
As Submitted 100.00 71,050.45 168,789.84 396,797.27 636,637.56 139,000.64 38,782.11 814,420.31
GRAND TOTAL
As Evaluated
Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation Structures Protecting
Major/Strategic Public Buildings/Facilities - Construction of Flood Control Structure, Barangay Poblacion, Alcoy, Cebu
0
Alcoy, Cebu
FORM POW-2015-01B-00
MINIMUM EQUIPMENT REQUIREMENT
Number of Number of
No. Equipment Description Capacity No. Equipment Description Capacity
Equipment Equipment
Heavy Equipments Minor Equipments
1 Cargo Truck/Service Truck, All Models, 2-5 mt, 160 Hp 1 31 Two Way Radio (w/ lifespan consideration of 2 years) 2
(3 volts, Battery
Barricade Flasher Light Operated, Amber 2
2 Cargo Truck/Service Truck, All Models, 9-10 mt, 270Hp 1 32 Color, w/ lifespan
3 Dump Truck (12 yd³) 2 33 Concrete Vibrator 2
4 Bulldozer, D6H SERIES II PSDS/DD, 167Hp 1 34 Concrete Saw, Blade Ø 14"(7.5 Hp) 1
5 Payloader (1.50 m³), LX80-2C, 110 Hp 1 35 Bar Cutter, Single Phase, 25mm 1
Sealer Joint (Gas or Diesel w/ Hot or Cold Spray Nozzle) (Compliance to
6 Payloader (1.50 m³) - at disposal area 1 36 DO 80 s2016) 1
7 Motorized Road Grader (140hp), G710A 1 37 Concrete Screeder (5.5) Hp) 1
8 Vibratory Roller (10mt), SD100DC 1 38 Applicator Machine 1
9 Water Truck/ Pump (16000L) 1 39 Kneading Machine 1
10 Transit Mixer (5 cu.m.), 175Hp 4 40
11 Concrete Batch Plant (30 cu.m.) 1 41
12 42
13 43
14 44
15 45
16 46
17 47
18 48
19 49
20 50
21 51
22 52
23 53
24 54
25 55
26 56
27 57
28 58
FY 2024 59
30 60
SUB-TOTAL 15 SUB-TOTAL 12
TOTAL 27
Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
Cebu 4th District Engineering Office
Poblacion, Dalaguete, Cebu
PROJECT NAME :
Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation
Structures Protecting Major/Strategic Public Buildings/Facilities - Construction of Flood Control
Structure, Barangay Poblacion, Alcoy, Cebu
Formula :
C.D. = ( Dh - Dl ) x ( Ap - Al)
+ Dl
( Ah - Al )
Where :
Dh = 79
Dl = 0
Ah = 5,000,000.00
Al = -
Ap = 5,000,000.00
= ( 79 - 0 ) x ( 5,000,000.00 - - )
+ 0
( 5,000,000.00 - 0.00 )
= 79
= 79 Total Working Days
BACKUP COMPUTATION
Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation
Structures Protecting Major/Strategic Public Buildings/Facilities - Construction of Flood Control
Structure, Barangay Poblacion, Alcoy, Cebu
PART C - EARTHWORK
ITEM 100(3)a1 Individual Removal of Trees, 150 - 300 mm dia., Small
No of Trees ea
ITEM 100(3)a2 Individual Removal of Trees, 301 - 500 mm dia., Small
No of Trees ea
ITEM 100(3)a3 Individual Removal of Trees, 501 - 750 mm dia., Small
No of Trees ea
ITEM 100(3)a4 Individual Removal of Trees, 751 - 900 mm dia., Small
No of Trees ea
ITEM 101(1) Removal of Structures and Obstructions
L.S L.S
BACKUP COMPUTATION
Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation
Structures Protecting Major/Strategic Public Buildings/Facilities - Construction of Flood Control
Structure, Barangay Poblacion, Alcoy, Cebu
ITEM 103(1)a Structure Excavation, Common Soil
Volume 0.00 0.00 0.00 0.00 m³
ITEM 103(1)b Structure Excavation, Soft Rock
Volume 0.00 0.00 0.00 0.00 m³
ITEM 103(3) Foundation Fill
Volume 0.00 0.00 0.00 0.00 m³
ITEM 103(6)a Pipe culverts and drain excavation, Common Soil
Volume 0.00 0.00 0.00 0.00 m³
ITEM 103(6)b Pipe culverts and drain excavation, Soft Rock
Volume 0.00 0.00 0.00 0.00 m³
ITEM 104(1)a Embankment from roadway/structure excavation, Common Soil
Total Volume (Reference from Volume Report) 296.93 m³
ITEM 104(2)a Embankment from borrow, Common Soil
Volume 0.00 0.00 0.00 0.00 m³
ITEM 105(1)a Subgrade Preparation (Common Material)
Area 0.00 0.00 0.00 m²
BACKUP COMPUTATION
Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation
Structures Protecting Major/Strategic Public Buildings/Facilities - Construction of Flood Control
Structure, Barangay Poblacion, Alcoy, Cebu
0.00 m²
ITEM 310(2)b Bituminous Concrete Surface Binder Course, Hot-Laid, 40mm thk.
0.00 m²
ITEM 310(2)c Bituminous Concrete Surface Binder Course, Hot-Laid, 50mm thk.
0.00 m²
ITEM 311(1)b1 Portland Cement Concrete Pavement (Unreinforced), 0.20m thk., 14 days
Area 0.00 0.00 0.00 m²
ITEM 311(1)b2 Portland Cement Concrete Pavement (Unreinforced), 0.20m thk., 7 days
Area 0.00 m²
ITEM 311(1)c1 Portland Cement Concrete Pavement (Unreinforced), 0.23m thk., 14 days
Area 0.00 7.10 0.00 m²
ITEM 311(1)e1 Portland Cement Concrete Pavement (Unreinforced), 0.28m thk., 14 days
Area 0.00 0.00 0.00 m²
ITEM 311(1)f1 Portland Cement Concrete Pavement (Unreinforced), 0.30m thk., 14 days
Area 0.00 0.00 0.00 m²
ITEM 311(2)f1 Portland Cement Concrete Pavement (Reinforced), 0.30m thk., 14 days
Area 0.00 0.00 0.00 m²
BACKUP COMPUTATION
Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation
Structures Protecting Major/Strategic Public Buildings/Facilities - Construction of Flood Control
Structure, Barangay Poblacion, Alcoy, Cebu
Number of Pipes 0 ea
ITEM 500(1)b3 Pipe Culverts, 910mm Ø, Class IV RCPC
Number of Pipes 0 ea
ITEM 500(1)b5 Pipe Culverts, 1220mm Ø, Class IV RCPC
Number of Pipes 0 ea
ITEM 500(3)b1 Lined Canal, Concrete, Rectangular
Length 0.00 lm
ITEM 505(2)a Grouted Riprap, Class A
Total Volume 0.00 m³
ITEM 506(1) Stone Masonry
Total Volume 0.00 m³
Slope Protection
Height 0.00 m
Base 0.00 m
Cross section 1 0.00 m²
Cross section 2 0.00 m²
Cross section 3 0.00 m²
Total Area 0.00 m²
Length 0.00 m
Volume 0.00 m³
1316.86
3.33355
DERIVATION OF HAULING COST FOR AGGREGATES MATERIALS
Project: Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation Structures Protecting
Major/Strategic Public Buildings/Facilities - Construction of Flood Control Structure, Barangay Poblacion, Alcoy, Cebu
0
Location: Alcoy, Cebu
FORMULA: T = D/R
Where: T = Time, Time of travel (h)
D = Distance, Hauling Distance (km)
R = Rate, Travel Speed (km/h)
ESTIMATED TRAVEL SPEED, LOADING/UNLOADING & ALLOWANCE FOR DELAY
I. Labor
1.00 unit Laborer per day 482.48 = P 482.48
Project: Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation Structures Protecting
Major/Strategic Public Buildings/Facilities - Construction of Flood Control Structure, Barangay Poblacion, Alcoy, Cebu
0
Location: Alcoy, Cebu
FORMULA: T = D/R
Where: T = Time, Time of travel (h)
D = Distance, Hauling Distance (km)
R = Rate, Travel Speed (km/h)
ESTIMATED TRAVEL SPEED, LOADING/UNLOADING & ALLOWANCE FOR DELAY
I. Labor
2.00 unit Laborer x Total Cycle Time T per day 482.48 = P 964.96
Project: Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation Structures Protecting
Major/Strategic Public Buildings/Facilities - Construction of Flood Control Structure, Barangay Poblacion, Alcoy, Cebu
0
Location: Alcoy, Cebu
FORMULA: T = D/R
Where: T = Time, Time of travel (h)
D = Distance, Hauling Distance (km)
R = Rate, Travel Speed (km/h)
ESTIMATED TRAVEL SPEED, LOADING/UNLOADING & ALLOWANCE FOR DELAY
I. Labor
4.00 unit Laborer x Total Cycle Time T per day 482.48 = P 3,932.00
CU.M. ₱750.00
CU.M. ₱900.00
CU.M. ₱1,000.00
CU.M. ₱1,000.00
CU.M. ₱1,190.00
CU.M. ₱1,000.00
CU.M. ₱612.00
CU.M. ₱610.00
CU.M. ₱600.00
CU.M. ₱702.00
CU.M. ₱548.00
CU.M. ₱630.00
CU.M. ₱610.00
CU.M. ₱787.00
CU.M. ₱682.00
CU.M. ₱765.00
CU.M. ₱683.00
CU.M. ₱631.00
CU.M. ₱525.00
CU.M. ₱589.00
CU.M. ₱800.00
CU.M. ₱607.00
CU.M. ₱590.00
CU.M. ₱569.00
CU.M. ₱545.00
CU.M. ₱788.00
CU.M. ₱732.00
CU.M. ₱714.00
CU.M. ₱787.00
CU.M. ₱733.00
CU.M. ₱810.00
CU.M. ₱820.00
CU.M. ₱640.00
CU.M. ₱685.00
CU.M. ₱5,815.00
CU.M. ₱6,055.00
CU.M. ₱6,495.00
CU.M. ₱7,649.50
CU.M. ₱5,975.00
CU.M. ₱6,320.00
CU.M. ₱6,710.00
CU.M. ₱8,672.38
CU.M. ₱6,240.00
CU.M. ₱6,540.00
CU.M. ₱6,520.00
CU.M. ₱6,930.00
LTR ₱115.00
LNM ₱65.00
LNM ₱47.00
LNM ₱56.00
LNM ₱62.00
LNM ₱65.00
LNM ₱72.00
LNM ₱75.00
LNM ₱1,365.00
LNM ₱1,623.00
LNM ₱1,942.00
LNM ₱1,733.00
LNM ₱2,049.00
LNM ₱2,255.00
KG ₱86.00
KG ₱103.00
LNM ₱1,627.00
LNM ₱1,750.00
LNM ₱1,950.00
LNM ₱2,056.00
LNM ₱2,200.00
LNM ₱2,300.00
LNM ₱2,654.00
LNM ₱3,054.00
KG ₱77.00
KG ₱100.00
KG ₱68.00
KG ₱68.00
LNM ₱14,057.05
LNM ₱16,399.89
LNM ₱18,742.74
LNM ₱21,085.58
LNM ₱23,428.42
LNM ₱25,771.26
LNM ₱28,114.11
LNM ₱30,456.95
LNM ₱32,799.79
LNM ₱35,142.64
LNM ₱37,485.48
LNM ₱39,828.32
LNM ₱42,171.16
LNM ₱44,514.01
LNM ₱46,856.85
LNM ₱58,571.06
LNM ₱70,285.28
KG ₱95.00
KG ₱85.00
BAG ₱835.00
GAL/SET ₱3,808.00
KG ₱55.00
KG ₱42.00
KG ₱39.00
KG ₱68.00
KG ₱155.00
KG ₱155.00
BDFT ₱90.00
BDFT ₱88.00
BDFT ₱90.00
BDFT ₱89.00
BDFT ₱87.00
KG ₱50.00
KG ₱78.00
KG ₱130.00
PC ₱4,750.00
KG ₱78.00
PC ₱5,000.00
KG ₱65.00
KG ₱81.13
KG ₱71.00
KG ₱80.00
KG ₱82.50
KG ₱162.00
KG ₱163.00
PC ₱687.00
KG ₱162.00
KG ₱66.23
KG ₱66.00
KG ₱65.00
KG ₱67.45
KG ₱70.00
KG ₱95.00
GAL ₱600.00
KG ₱102.50
KG ₱80.00
PC ₱1,825.00
PC ₱1,500.00
PC ₱580.00
CU.M. ₱1,305.00
CU.M. ₱1,550.00
CU.M. ₱1,600.00
CU.M. ₱1,600.00
CU.M. ₱1,405.00
CU.M. ₱1,500.00
CU.M. ₱1,050.00
BDFT ₱31.00
BDFT ₱64.00
LTR ₱23.00
PC ₱1,100.00
PC ₱1,300.00
PC ₱470.00
PC ₱896.50
PC ₱1,395.00
PC ₱455.00
PC ₱750.00
PC ₱1,263.00
SQM ₱900.00
LNM ₱12,500.00
LNM ₱15,500.00
LNM ₱19,842.00
LNM ₱23,500.00
LNM ₱25,463.00
LNM ₱25,632.00
LNM ₱25,632.00
LNM ₱33,500.00
SET ₱1,800.00
KG ₱60.00
LNM ₱350.00
LNM ₱28.00
PC ₱54.00
SQM ₱720.00
PC ₱7,000.00
PC ₱10,658.00
PC ₱17,065.00
PC ₱2,152.00
PC ₱1,102.00
PC ₱1,230.60
PC ₱1,881.52
PC ₱2,430.12
PC ₱2,800.00
PC ₱3,850.00
PC ₱4,000.00
PC ₱4,201.00
PC ₱5,400.00
PC ₱6,200.00
PC ₱1,500.00
PC ₱1,900.00
PC ₱2,500.00
PC ₱3,400.00
PC ₱4,600.00
PC ₱6,000.00
PC ₱7,400.00
PC ₱8,400.00
PC ₱10,600.00
PC ₱422.00
PC ₱556.00
PC ₱600.00
PC ₱20.00
PC ₱29.00
PC ₱17.50
PC ₱23.00
KG ₱94.00
CU.M. ₱1,200.00
CU.M. ₱1,200.00
CU.M. ₱1,200.00
CU.M. ₱1,200.00
CU.M. ₱1,200.00
CU.M. ₱1,200.00
CU.M. ₱1,200.00
CU.M. ₱1,200.00
CU.M. ₱1,200.00
CU.M. ₱1,200.00
PC ₱1,785.00
PC ₱2,257.00
PC ₱1,800.00
PC ₱2,941.00
PC ₱3,362.00
PC ₱2,046.00
PC ₱2,360.00
PC ₱2,677.00
PC ₱3,045.00
PC ₱3,466.00
PC ₱3,887.00
PC ₱4,306.00
SQM ₱170.00
LNM ₱315.00
LNM ₱367.00
LNM ₱682.00
PC ₱1,627.00
PC ₱1,418.00
PC ₱945.00
PC ₱567.00
PC ₱801.00
PC ₱1,463.00
PC ₱1,850.00
PC ₱3,345.00
PC ₱5,132.00
PC ₱7,150.00
PC ₱11,125.00
PC ₱841.00
PC ₱700.00
PC ₱1,417.00
PC ₱787.00
PC ₱1,000.00
PC ₱1,800.00
LNM ₱300.00
LNM ₱450.00
LNM ₱100.00
LNM ₱242.00
LNM ₱380.00
LNM ₱1,500.00
LNM ₱1,760.00
PC ₱1,500.00
LNM ₱1,950.00
LNM ₱1,500.00
LNM ₱2,300.00
LNM ₱2,600.00
LNM ₱3,400.00
PC ₱50.00
PC ₱90.00
PC ₱100.00
LNM ₱16.00
LNM ₱20.00
LNM ₱195.00
LNM ₱286.00
LNM ₱339.00
LNM ₱450.00
LNM ₱180.00
PC ₱3,200.00
PC ₱8,000.00
PC ₱3,200.00
PC ₱7,880.00
PC ₱3,550.00
PC ₱8,000.00
PC ₱3,856.00
PC ₱7,880.00
PC ₱7,500.00
PC ₱7,880.00
PC ₱3,250.00
PC ₱3,500.00
PC ₱6,000.00
PC ₱7,512.00
PC ₱7,600.00
PC ₱12,000.00
PC ₱13,256.00
PC ₱22,000.00
PC ₱5,000.00
PC ₱5,500.00
PC ₱21,000.00
BAG ₱2,625.00
LTR ₱180.00
LTR ₱180.00
KG ₱95.18
PC ₱75.00
BAG ₱1,848.00
BAG ₱1,700.00
LTR ₱887.15
LTR ₱1,097.30
PC ₱657.00
PC ₱557.00
PC ₱667.00
PC ₱667.00
PC ₱667.00
PC ₱667.00
PC ₱667.00
PC ₱667.00
PC ₱667.00
PC ₱667.00
PC ₱667.00
PC ₱667.00
PC ₱665.00
PC ₱667.00
PC ₱667.00
PC ₱700.00
CU.M. ₱550.00
SQM ₱100.00
PC ₱100.00
PC ₱60.00
PC ₱120.00
PC ₱350.00
BAG ₱1,350.00
BAG ₱1,200.00
LTR ₱55.00
LTR ₱55.00
LTR ₱350.00
PC ₱150.00
SQM ₱126.00
SQM ₱126.00
LNM ₱225.00
LNM ₱225.00
SQM ₱68.00
SQM ₱68.00
SQM ₱68.00
₱315.00
₱240.00
₱220.00
MTON
MTON ₱125,000.00
MTON ₱47,252.00
MTON
MTON
MTON
MTON
MTON
MTON
MTON ₱146,000.00
MTON
MTON
MTON
MTON ₱95,000.00
MTON ₱95,000.00
MTON ₱130,055.61
MTON ₱130,055.61
MTON ₱6,231.35
MTON ₱14,000.00
PC ₱80.00
PC ₱95.00
PC ₱105.00
PC ₱102.00
PC ₱137.00
PC ₱161.00
PC ₱330.00
PC ₱330.00
LTR ₱100.00
BAG ₱280.00
LTR ₱50.00
BAG ₱370.00
LTR ₱65.00
BAG ₱350.00
LTR ₱115.00
BAG ₱475.00
LTR ₱70.00
BAG ₱250.00
LTR ₱120.00
BAG ₱540.00
LTR ₱95.00
BAG ₱450.00
BAG ₱45.00
LTR ₱125.00
GAL ₱800.00
GAL ₱815.63
GAL ₱785.00
GAL ₱788.00
GAL ₱650.00
GAL ₱500.00
GAL ₱580.00
GAL ₱1,200.00
GAL ₱910.00
PC ₱98.00
PC ₱74.50
PC ₱60.00
LTR ₱90.00
LTR ₱447.50
KG ₱645.00
KG/M2
BDFT ₱36.00
BDFT ₱20.00
BDFT ₱90.00
BDFT ₱60.00
BDFT ₱90.00
BDFT ₱60.00
BDFT ₱90.00
BDFT ₱55.00
LTR ₱1.00
LTR ₱209.50
LTR ₱63.78
LTR ₱60.51
LTR ₱62.78
LTR ₱55.60
LTR ₱78.50
LTR ₱95.45
LTR ₱225.00
LTR ₱257.00
LTR ₱252.50
LTR ₱319.50
LTR ₱257.00
LTR ₱290.00
LTR ₱305.34
LTR ₱666.60
SET ₱9,000.00
SET ₱6,950.00
SET ₱7,000.00
SET ₱8,500.00
PC ₱250.00
PC ₱442.00
PC ₱558.00
PC ₱894.00
PC ₱1,300.00
PC ₱2,278.00
PC ₱2,458.00
PC ₱3,500.00
PC ₱4,500.00
PC ₱5,487.00
PC ₱25.00
PC ₱46.90
PC ₱69.72
PC ₱135.93
PC ₱140.00
PC ₱144.00
PC ₱190.00
PC ₱257.00
PC ₱280.00
PC ₱50.00
PC ₱64.60
PC ₱95.60
PC ₱214.00
PC ₱273.50
PC ₱586.50
PC ₱748.95
PC ₱1,232.87
PC ₱27.50
PC ₱35.30
PC ₱50.00
PC ₱95.85
PC ₱130.50
PC ₱147.00
PC ₱190.00
PC ₱273.00
PC ₱21.00
PC ₱26.00
PC ₱36.00
PC ₱64.80
PC ₱86.18
PC ₱209.00
PC ₱309.00
PC ₱498.00
PC ₱87.38
PC ₱107.00
PC ₱139.00
PC ₱240.00
PC ₱364.00
PC ₱396.00
PC ₱420.00
PC ₱795.00
PC ₱25.00
PC ₱26.00
PC ₱30.00
PC ₱38.00
PC ₱60.00
PC ₱73.00
PC ₱76.00
PC ₱90.00
PC ₱89.00
PC ₱120.00
PC ₱195.00
PC ₱308.50
PC ₱366.00 ₱122.00
PC ₱420.00
PC ₱620.00
PC ₱751.00
PC ₱848.50
PC ₱8.00
PC ₱13.50
PC ₱19.00
PC ₱23.00
PC ₱37.75
PC ₱43.00
PC ₱60.00
PC ₱62.00
PC ₱85.00
PC ₱15.00
PC ₱18.00
PC ₱28.25
PC ₱64.30
PC ₱77.30
PC ₱14.00
PC ₱20.00
PC ₱19.00
PC ₱54.00
PC ₱42.00
PC ₱56.00
PC ₱36.00
PC ₱64.00
PC ₱90.00
PC ₱36.00
PC ₱72.63
PC ₱121.00
PC ₱82.00
PC ₱100.00
PC ₱125.00
PC ₱161.50
PC ₱164.00
PC ₱206.50
PC ₱63.00
PC ₱108.00
PC ₱120.00
PC ₱150.00
PC ₱195.00
PC ₱220.00
PC ₱85.00
PC ₱175.00
PC ₱244.00
PC ₱104.50
PC ₱207.00
PC ₱269.50
PC ₱36.00
PC ₱60.00
PC ₱82.60
PC ₱40.00
PC ₱63.25
PC ₱72.10
PC ₱12.00
PC ₱15.00
PC ₱23.00
PC ₱43.00
PC ₱72.00
PC ₱94.00
PC ₱100.00
SET ₱2,100.00
SET ₱399.00
SET ₱17,000.00
KG ₱175.00
SET ₱2,178.00
PC ₱329.00
SET ₱297.00
SQFT ₱600.00
PC ₱450.00
PC ₱134.40
PC ₱1,700.00
CAN ₱193.50
ROLL ₱35.80
PC ₱30.45
KG ₱37.00
KG ₱110.00
LNFT ₱60.00
LNFT ₱27.00
LNFT ₱33.00
PC ₱170.00
PC ₱190.00
PC ₱250.00
KG ₱80.00
PR ₱90.00
ROLL ₱1,733.00
SET ₱1,600.00
SET ₱2,704.50
GAL ₱500.00
KG ₱125.00
KG ₱90.00
SQM ₱900.00
SQM ₱1,934.00
SQM ₱5,775.00
SQM ₱4,850.00
SQM ₱7,035.00
SQM ₱2,100.00
SQM ₱2,500.00
SQM ₱3,265.00
SQM ₱2,100.00
SQM ₱2,100.00
SQM ₱787.00
SQM ₱525.00
SQM ₱630.00
SQM ₱5,150.00
SQM ₱5,890.00
SQM ₱360.00
SQM ₱397.00
SQM ₱440.00
LNM ₱392.80
LNM ₱240.00
LNM ₱395.00
LNM ₱115.00
LNM ₱220.00
LNM ₱115.00
SET ₱1,500.00
SQM ₱750.00
SQM ₱850.00
SQM ₱1,500.00
SQM ₱825.00
SQM ₱310.00
SQM ₱350.00
SQM ₱385.00
LGHT ₱218.20
LGHT ₱504.00
LGHT ₱726.00
PR ₱8.00
PR ₱14.50
PR ₱17.30
PC ₱191.00
PC ₱90.70
PC ₱139.15
PC ₱189.95
PC ₱38.25
PC ₱9.00
PC ₱13.00
PC ₱18.00
PC ₱13.40
PC ₱30.00
PC ₱4.00
PC ₱11.00
PC ₱13.00
PC ₱41.50
PC ₱34.00
PC ₱60.00
PC ₱57.50
PC ₱350.00
PC ₱710.00
SET ₱1,785.00
SET ₱2,153.00
PC ₱65.00
PC ₱98.00
PC ₱35.00
PC ₱37.30
PC ₱52.50
M ₱47.00
M ₱24.00
M ₱32.38
M ₱54.00
M ₱32.00
SET ₱100.00
SET ₱142.40
SET ₱192.30
SET ₱172.50
SET ₱180.00
SET ₱350.00
SET ₱450.00
SET ₱1,350.00
SET ₱1,550.00
SET ₱580.00
PC ₱54.50
SET ₱1,200.00
SET ₱1,500.00
SET ₱420.00
SET ₱465.00
SET ₱950.00
SET ₱600.00
SET ₱1,050.00
SET ₱995.00
SET ₱1,415.00
SET ₱1,185.00
SET ₱1,490.00
SET ₱256.50
SET ₱1,250.00
SET ₱1,300.00
SET ₱6,620.00
SET ₱19,230.00
SET ₱2,760.00
SET ₱3,650.00
SET ₱197.00
SQM ₱6.00
SQM ₱8.00
SQM ₱56.00
SQM ₱60.00
UNIT ₱750,000.00
UNIT ₱18,700.00
UNIT ₱21,000.00
UNIT ₱26,938.00
LIST OF EQUIPMENT ADOPTED IN THE STANDARD DUPA FOR ROAD, BRIDGE AND BUILDING (LOW & HIGH RISE)
CONSTRUCTION COST ESTIMATION MANUALS WITH MAKE, MODEL, CAPACITY AND OPERATED RENTAL RATE
PER HOUR BASED ON THE PREVAILING ACEL EQUIPMENT GUIDEBOOK, EDITION 26
14.7 Tower Lights Tower Height = 28ft, No. of Lights = 4 x 1000 watts, hp = 10.50,
Generator = 5 kW ₱ 260.86 ₱ 260.86 0 0 0 0 0.0000 0 55.6 0.00 225 0.00 ₱ 260.86
LIST OF EQUIPMENT ADOPTED IN THE STANDARD DUPA FOR ROAD, BRIDGE AND BUILDING (LOW & HIGH RISE)
CONSTRUCTION COST ESTIMATION MANUALS WITH MAKE, MODEL, CAPACITY AND OPERATED RENTAL RATE
PER HOUR BASED ON THE PREVAILING ACEL EQUIPMENT GUIDEBOOK, EDITION 26
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Cargo Truck/Service Truck, All Models, 9-10 mt, 270Hp 1 0.00 P 18,004.35 -
Dump Truck (12 yd³) 1 0.00 P 20,933.99 -
`
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CHRISTIAN JAHWEH S. SABADO CEDRICK FLOYD A. DURANTE
ENGINEER II ENGINEER II
Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation Structures Protecting
Major/Strategic Public Buildings/Facilities - Construction of Flood Control Structure, Barangay Poblacion, Alcoy, Cebu
0
Alcoy, Cebu
DETAILED UNIT PRICE ANALYSIS (DUPA)
FORM-POW-2015-01D-00
ITEM NO. : 311(1)b2
DESCRIPTION : Portland Cement Concrete Pavement (Unreinforced), 0.20m thk., 7 days
Quantity : 0.00 length = 3,492.00 lm
Output per hour - As Submitted : 80.50 sq.m.
Output per hour - As Evaluated :
No. of
Designation No. of Hours Hourly Rate Amount
A.1 Person
Labor
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CHRISTIAN JAHWEH S. SABADO CEDRICK FLOYD A. DURANTE
ENGINEER II ENGINEER II
Convergence and Special Support Program, Basic Infrastructure Program (BIP), Flood Mitigation Structures
Protecting Major/Strategic Public Buildings/Facilities - Construction of Flood Control Structure, Barangay
Poblacion, Alcoy, Cebu
Alcoy, Cebu
DETAILED UNIT PRICE ANALYSIS (DUPA)
FORM-POW-2015-01D-00
ITEM NO. : 311(1)c1
DESCRIPTION : Portland Cement Concrete Pavement (Unreinforced), 0.23m thk., 14 days
Quantity : 0.00 length = 3,492.00 lm
Output per hour - As Submitted : 70.00 sq.m.
Output per hour - As Evaluated :
No. of
Designation No. of Hours Hourly Rate Amount
A.1 Person
Labor
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F.1 Materials
LUMBER GOOD 4 uses bd-ft. 6.67 P 64.00 P 106.67
PLYWOOD MARINE (0.0125m
x 1.2m x 2.44m) 4 uses pc. 0.38 P 896.50 P 84.05
1 kg./100 bd.ft of
COMMON NAILS ASSORTED Lumber) kg. 0.07 P 80.00 P 5.36
PORTLAND CEMENT with haulage cost bag 2.76 P 247.29 P 681.30
FINE AGGREGATES with haulage cost cu.m. 0.15 P 2,668.48 P 386.93
GRAVEL G1 with haulage cost cu.m. 0.29 P 2,473.48 P 717.31
GI TIE WIRES #16 2% of RSB kg. 0.51 P 95.00 P 48.59
REINFORCING STEEL BARS
with haulage cost
DEFORMED GRADE 40 kg. 25.57 P 67.67 P 1,730.50
STRUCTURAL STEEL ANGULAR BAR (A36) kg. 2.88 P 65.00 P 187.20
Sub-Total for F.1 - As Submitted P 3,947.91
F.2 Materials
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Freight and Handling Cost, Visayas Area pc. 1.000 P 75.00 P 75.00
Diamond Core Bit DD-B 150mm/45mm + UCL
pc. 0.002 P 16,000.00 P 32.00
(Coring Plate)
Connection End BI-1 (Coring Blade) pc. 0.010 P 8,000.00 P 80.00
CONCRETE EPOXY (A & B) liter 0.040 P 3,808.00 P 152.32
Water liter 3.330 P 1.00 P 3.33
Miscellaneous (1% of Materials) P 81.83
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Cargo Truck/Service Truck, All Models, 2-5 mt, 160 Hp 1 0.25 P 1,383.51 P 345.88
Water Truck/Pump, All Models, 16,000 L, 360Hp 1 0.25 P 3,825.41 P 956.35
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DESCRIPTION : Single Arm 8m-Pole Solar LED Roadway Lighting, 60W, 1.5m Mast Arm Length, 250kph Wind Speed
Quantity : 0.00
Output per hour - As Submitted : 1.00 each - lm
Output per hour - As Evaluated :
No. of
Designation No. of Hours Hourly Rate Amount
A.1 Person
Labor
Foreman 1 1 P 108.23 P 108.23
Skilled Laborer 2 1 P 78.24 P 156.48
Unskilled Laborer 2 1 P 60.31 P 120.62
8m Mounting Height Pole with 1.5 Single Mast Arm set 1.00 P 40,500.00 P 40,500.00
- Round Steel Tapered Post: Bot-200mmØ, Top-100mmØ, 8000mm Height Amount divided by uses
- Thickness: 4.0mm indicateddivided
Amount in the by uses
Amount divided by in
uses
specification
indicated the
- Base Plate: 20mm x 400mm x 400mm indicated specification
in the
- Stiffener Plate: 16mm x 200mm x 100mm x 20mm, Hot Dip Galvanized specification
- Anchor Bolt: 19mm x 508mm OAL Bend 50mm Triple Nuts and Double Flat
Washers
DESCRIPTION : Single Arm 8m-Pole Solar LED Roadway Lighting, 120W, 1.5m Mast Arm Length, 250kph Wind Speed
Quantity : 0.00
Output per hour - As Submitted : 1.00 each - lm
Output per hour - As Evaluated :
No. of
Designation No. of Hours Hourly Rate Amount
A.1 Person
Labor
Foreman 1 1 P 108.23 P 108.23
Skilled Laborer 2 1 P 78.24 P 156.48
Unskilled Laborer 2 1 P 60.31 P 120.62
DESCRIPTION : Single Arm 12m-Pole Solar LED Roadway Lighting, 120W, 1.5m Mast Arm Length, 250kph Wind Speed
Quantity : 0.00
Output per hour - As Submitted : 1.00 each - lm
Output per hour - As Evaluated :
No. of
Designation No. of Hours Hourly Rate Amount
A.1 Person
Labor
Foreman 1 1 P 108.23 P 108.23
Skilled Laborer 2 1 P 78.24 P 156.48
Unskilled Laborer 2 1 P 60.31 P 120.62
12m Mounting Height Pole with 1.5 Single Mast Arm set 1.00 P 48,960.00 P 48,960.00
- Height: 12m
- Thickness: 5.0mm
- Type: Tapered
- Material: Hot Dipped Galvanized - Powdercoated White with Engineering
Grade Reflective Band
- Capacity: 100kg: ± 207kph wind
- Weight: 145kg Amount divided b
number of uses
- Free: Anchor Bolt Set