FURNISHING OF AGGREGATES

Project: : 0

Location: : Brgy. Nassiping Gattaran Cagayan

Source: : Pena Este Gravel Pit, Gattaran, Cagayan

Peña Este Gravel Pit - Project Site = 61.00 KM

Hauling Distance 61.000
say = 61.000 KM

1.. STOCKPILING AND LOADING:

use 1 -Bulldozer, D65A-8, Crawler Mounted, 155 HP, Capacity = 500 cu.m./day
use 1 - Payloader,1.50 cu.m.,148 HP Capacity = 500 cu.m./day
Unit Cost = P - + - /day = P 0.00 /cu.m.
500.00 cu.m./day
ROAD DUMP TRUCK TRAVEL
TERRAIN SPEED (km/h)
2. HAULING COST SURFACE
CONDITION
COMPUTATION OF CYCLE TIME CONDITION LOADED EMPTY
Terrain = Flat/Rolling Paved 35 55
FLAT
Road Condition = Paved/Unpaved Unpaved 30 45
Grade = Paved 30 40
ROLLING
Unpaved 25 35
Paved 20 30
MOUNTAINOUS
Unpaved 15 25
Average Hauling Distance = 61.00 km LOADING TIME (min) 3
UNLOADING TIME (min) 2
ALLOWANCE FOR DELAY (min) 10% of Cycle Time
Ave Speed, Loaded = 30.00 kph
Ave Speed, Empty = 40.00 kph

Loading Time = 3.00 min

Travel Time, Loaded
First 200m at 20.00 kph = 0.60 min
60.6 km @ 30.00 kph = 121.20 min
Last 200 m at 20.00 kph = 0.60 min

Unload/Maneuver = 2.00 min

Return Time, Empty

First 200m at 30.00 kph = 0.40 min
60.6 km @ 40.00 kph = 90.90 min
Last 200 m at 30.00 kph = 0.40 min
CYCLE TIME 219.10

Allowance for Delay 21.91 min

TOTAL CYCLE TIME 241.01 min

COMPUTATION OF HAULING COST

8 x 60 trips / day/ 10 cu.m.
No. of Trips = = 1.99
241.0 DT
say 1.99 trips / day/ 10 cu.m. DT

Rental of Dump Truck (10 cu.m.) = P0.00 /day

HAULING COST = P0.00 = P P0.00 /cu.m.

=
(10 * 1.99)

3. Excise Tax 3% (1 & 2): = P 0.00 /cu.m.

4. Royalty access rd. Prov'l and brgy. Tax: = P 20.00 /cu.m.
5. Extraction Fee = P 20.00 /cu.m.
6. Quarry Fee = P 50.00 /cu.m.
COST OF AGGREGATES = P 90.00 /cu.m.
PROCESSING : Employing Unskilled laborer, Skilled Laborer and Loader

1. Fine Aggregates :
Screening = P( - + 406.89 + 528.49 ) = P 4.68 /cu.m.
P 200.00 cu.m./day
Washing = P( - + 406.89 + 528.49 + 335.50 = P 4.24 /cu.m.
P 300.00 cu.m./day = P 8.92 /cu.m.

F.A. = P( 90.00 + 8.92 ) /cu.m. = P 98.92 /cu.m.

2. Coarse Aggregates :
Screening = P( - + 406.89 + 528.49 ) = P 6.24 /cu.m.
P 150.00 cu.m./day
Washing = P( - + 406.89 + 528.49 + 335.50 = P 4.24 /cu.m.
P 300.00 cu.m./day P 10.48 /cu.m.

C.A. = P( 90.00 + 10.48 ) /cu.m. = P 100.48 /cu.m.

3.Sub-Base Course :
Screening = P - + 406.89 + 528.49 ) = P 4.68 /cu.m.
P 200.00 cu.m./day

4.Base Course :
Screening = P - + 406.89 + 528.49 ) = P 4.68 /cu.m.
P 200.00 cu.m./day
Blending = P - + 406.89 + 528.49 ) = P 1.87 /cu.m.
P 500.00 cu.m./day P 6.55 /cu.m.

5. Surface Course :
Screening = P - + 406.89 + 528.49 ) = P 6.24 /cu.m.
P 150.00 cu.m./day
Blending = P - + 406.89 + 528.49 ) = P 1.87 /cu.m.
P 500.00 cu.m./day P 8.11 /cu.m.

Therefore, the unit price derivation of the following are:

Item 200 = cost of aggregates + screening
= P 90.00 + 4.68 = P 94.68 /cu.m.

For structural concrete:

F.A. = cost` of aggregates + cost of screening + cost of washing
= P( 90.00 + 4.68 + 4.24 ) /cu.m. = P 98.92 /cu.m.

C.A. = cost` of aggregates + cost of screening + cost of washing

= P( 90.00 + 6.24 + 4.24 ) /cu.m. = P 100.48 /cu.m.
 ANNEX A
CAGAYAN FIRST DISTRICT ENGINEERING OFFICE

FORM POW-2015-01-00
PROGRAM OF WORKS/BUDGET COST

Project : IMPROVEMENT OF MULTI - PURPOSE BUILDING (BRGY. HALL) Appropriation : 5,108,635.03

BRGY. GUISING, GATTARAN, CAGAYAN Source of Fund :
Project ID : Target Start Date :
Location : BRGY. GUISING, GATTARAN, CAGAYAN Total Project Duration : 60 CD
Project Description : IMPROVEMENT OF MULTI - PURPOSE BUILDING (BRGY. HALL)
FOUNDATION, COLUMNS(ALL SPAN),SLAB ON FILL , CHB WALL, SECOND FLOOR BEAMS
ELEVATED SLAB, WINDOWS, PLASTERING, ELECTRICAL, PAINT, STAIR, RAMP

AS SUBMITTED AS EVALUATED
DESCRIPTION OF WORKS TO BE DONE QUANTITY UNIT
% TOTAL TOTAL DIRECT COST % TOTAL TOTAL DIRECT COST
Part I Facilities for the Engineer 0.00% -
Part II Other General Requirements 2.28% 90,737.95
Project Component ID PROJECT COMPONENT DESCRIPTION
PART III Civil, Mechanical, Electrical, and Sanitary/Plumbing Works
PART A EARTHWORKS 5.41% 215,740.04
PART B PLAIN AND REINFORCED CONCRETE WORKS (PLS. SEE FORM POW-2015-01C-00) 26.24% 1,046,173.82
PART C FINISHING WORKS 53.18% 2,120,111.16
PART D PLUMBING/SANITARY WORKS 1.37% 54,432.00
PART E ELECTRICAL WORKS 11.52% 459,225.04

Total 100% 3,986,420.02

EQUIPMENT: BREAKDOWN OF EXPENDITURES:

DESCRIPTION REQUIRED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED
1. Labor 870,589.57 A. Total Direct Cost 3,986,420.02
2. Materials 2,900,246.33 B. OCM and Profit 878,946.68
3. Rental of Equipment 215,584.12 C. Value Added Tax (5%) 243,268.32
4. Provisional Sum - D. Total Construction Cost 5,108,635.03
(PLS. SEE FORM POW-2015-01B-00) 5. OCM and Profit 878,946.68 E. Eng'g & Administrative Overhead, 1.00%
6. Value Added Tax (5%) 243,268.32 F. RROW Acquisition
7. EAO, 1.00 % G. Physical Reserved (Contingency)
8. RROW Acquisition H. Provisional Sum -
9. Physical Reserved (Contingency)
10.TOTAL ESTIMATED COST 5,108,635.02 H. TOTAL ESTIMATED COST 5,108,635.03
Note: 1. Prices of Materials were based on CMPD 2017 2nd Quarter and Labor based on June 2017 rates in National Capital Region (NCR).
2. Based on approved plans for Upgraded Calamity Resilient Design DepEd School Buildings (Revised 3-24-2017)

Prepared by: Checked/Submitted by: Reviewed as to Unit Cost: Recommending Approval: Approved:

RESTIE M. TABANGCURA MARITES T. ARGONZA FELISA M. SALVADOR PEDRITO R. BAUTISTA ROSAURO R. GUERRERO
Engineering Assistant Architect II Chief, Planning & Design Section OIC- Assistant District Engineer District Engineer
Planning & Design Section Planning & Design Section
 IMPROVEMENT OF MULTI - PURPOSE BUILDING (BRGY. HALL)
BRGY. GUISING, GATTARAN, CAGAYAN

FORM POW-2015-01A-00

ITEMIZED BREAKDOWN
DIRECT COST TOTAL UNIT COST
QUANTITY % DIRECT COST
TOTAL UNIT COST (DIRECT+INDIRECT)
ITEM NO. DESCRIPTION UNIT
AS AS
AS SUBMITTED AS SUBMITTED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALAUTED AS SUBMITTED AS EVALAUTED
EVALUATED EVALUATED

PART I FACILITIES FOR THE ENGINEER

PART II OTHER GENERAL REQUIREMENTS

B.3 Permits and Clearances 1.00 L.S. 12,000.00 12,000.00 13,860.00 0.30

I. Project Billboard/ Sign Board 1.00 EACH 7,532.24 7,532.24 9,648.80 0.19

II. Occupational Safety and Health Program 3.00 LS 34,886.43 11,628.81 13,431.28 0.88

III. Mobilization/Demobilization 1.00 LS 35,869.28 35,869.28 37,662.74 0.90

TOTAL OF PART II 90,287.95

Project ID

(Project Component ID - Description)

PART III CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING WORKS

PART A EARTHWORKS

I. EARTHWORKS 1.00 CU.M 35,336.12 35,336.12 45,265.56 0.89

801(1) Removal of Structures & Obstructions- 1.00 LS 106,945.33 106,945.33 140,365.74 2.68

803(1)a Structure Excavation (Common Soil) 45.95 m3 9,298.06 202.35 265.59 0.23

804(1)a Embankment from Structure Excavation 33.25 m3 6,288.45 189.13 248.23 0.16

804(1)b Embankment from Common Borrow 75.16 m3 42,739.38 568.63 746.32 1.07

804(4) Gravel Fill 14.64 m3 15,132.72 1,033.39 1,356.33 0.38

TOTAL OF PART A 215,740.04

PART B PLAIN AND REINFORCED CONCRETE WORKS

900(1)c2 CONCRETE WORKS 19.41 CU.M 715,889.69 36,882.52 47,246.51 17.96

Structural Concrete(Column) -Class A, 28 days
900(1)c4 4.85 m3 31,992.31 6,596.35 8,657.71 0.80
Structural Concrete(Suspended Slab)-Class A, 28 days
900(1)c5 1.37 m3 9,219.61 6,729.64 8,832.66 0.23
Structural Concrete(Beams)- Class A, 28 days
900(1)c6 4.70 m3 30,872.04 6,568.52 8,621.18 0.77

902(1)a1 Reinforcing Steel, Grade 40 430.20 kg 27,303.80 63.47 83.30 0.68

903(1) Formworks and Falseworks 1.00 L.S 202,033.58 202,033.58 265,169.08 5.07

TOTAL OF PART B 1,046,173.82

PART C FINISHING

C.1 Termite Control Works

1000(1) Soil Poisoning 30.00 L 5,204.94 173.50 227.72 0.13

Sub-Total C.1 9,732.49

C.2. Masonry Works

1046(2)a2 CHB Non-Load Bearing -150mm (including Reinforcing Steel) 64.71 m2 76,362.12 1,180.07 1,548.84 1.92

Sub-Total C.2 241,263.71

C.3 Fabricated Materials

1005(1) Casement Steel Window 7.20 m2 30,329.96 4,212.49 5,528.90 0.76

VI. DOORS & WINDOWS 1.00 SQ.M 180,551.39 180,551.39 231,286.33 4.53

1010(1) Frames (Jambs, Sill, Head, Transoms and Mullions) 1.00 set - - - -

Sub-Total C.3 210,881.35

C.4 Finishing Works

1021(1)c Plain Cement Floor Finish with Floor Hardener 42.00 m2 7,149.32 170.22 223.42 0.18

IV. PLASTERING WORKS 436.76 SQ.M 66,816.39 152.98 195.97 1.68

Sub-Total C.4 252,519.22

C.5 Painting Works

VII. PLASTERING WORKS 521.53 SQ.M 102,468.44 196.48 251.69 2.57

Sub-Total C.5 195,088.00

TOTAL OF PART C 2,120,111.16

PART d ELECTRICAL

X. ELECTRICAL WORKS 1.00 L.S 95,873.99 95,873.99 120,801.23 2.41

XI. PLUMBING WORKS 1.00 LS 32,907.48 32,907.48 41,463.43 0.83

XII. SANITARY WORKS 1.00 LS 69,192.60 69,192.60 87,182.68 1.74

XIII. Lighting Fixtures 1.00 UNIT 261,250.97 261,250.97 329,176.22 6.55

TOTAL OF PART E 459,225.04

TOTAL OF PART III 3,436,457.03

TOTAL OF (Project ID) 3,895,682.07

GRAND TOTAL 3,985,970.02 100.00
 IMPROVEMENT OF MULTI - PURPOSE BUILDING (BRGY. HALL)
BRGY. GUISING, GATTARAN, CAGAYAN
FORM POW-2015-01C-00
DETAILED BREAKDOWN OF COMPONENT COST FOR EACH ITEM
DIRECT COST TOTAL MARK-UP ADJUSTED
ITEM NO. DESCRIPTION % QTY. UNIT 5% VAT TOTAL COST
MATERIAL LABOR EQUIPMENT UNIT COST TOTAL % VALUE UNIT COST
PART I FACILITIES FOR THE ENGINEER
PART II OTHER GENERAL REQUIREMENTS
As Submitted 0.01 30.00 Each 450.00 - - 15.00 450.00 25% 112.50 28.13 590.63 19.69
A.1.4. Provision of Progress Photographs
As Evaluated
As Submitted 0.30 1.00 L.S. 12,000.00 - - 12,000.00 12,000.00 10% 1,200.00 660.00 13,860.00 13,860.00
B.3 Permits and Clearances
As Evaluated
As Submitted 0.19 1.00 EACH 5,930.00 1,456.59 145.66 7,532.24 7,532.24 22% 1,657.09 459.47 9,648.80 9,648.80
I. Project Billboard/ Sign Board
As Evaluated
As Submitted 0.88 3.00 LS 17,386.43 17,500.00 - 11,628.81 34,886.43 10% 3,488.64 1,918.75 40,293.83 13,431.28
II. Occupational Safety and Health Program
As Evaluated
As Submitted 0.90 1.00 LS - - 35,869.28 35,869.28 35,869.28 0% - 1,793.46 37,662.74 37,662.74
III. Mobilization/Demobilization
As Evaluated
As Submitted 35,766.43 18,956.59 36,014.94 90,737.95 6,458.24 4,859.81 102,056.00
TOTAL OF PART II
As Evaluated

(Project ID)
(Project Component ID - Description)
PART III CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING WORKS
PART A EARTHWORKS
As Submitted 0.89 1.00 CU.M 5,400.00 27,214.65 2,721.47 35,336.12 35,336.12 22% 7,773.95 2,155.50 45,265.56 45,265.56
I. EARTHWORKS
As Evaluated
As Submitted 2.68 1.00 LS - 71,768.48 35,176.85 106,945.33 106,945.33 25% 26,736.33 6,684.08 140,365.74 140,365.74
801(1) Removal of Structures & Obstructions-
As Evaluated
As Submitted 0.23 45.95 m3 - 8,452.78 845.28 202.35 9,298.06 25% 2,324.51 581.13 12,203.70 265.59
803(1)a Structure Excavation (Common Soil)
As Evaluated -
As Submitted 0.16 33.25 m3 - 5,097.11 1,191.34 189.13 6,288.45 25% 1,572.11 393.03 8,253.59 248.23
804(1)a Embankment from Structure Excavation
As Evaluated
As Submitted 1.07 75.16 m3 30,065.00 11,522.16 1,152.22 568.63 42,739.38 25% 10,684.84 2,671.21 56,095.43 746.32
804(1)b Embankment from Common Borrow
As Evaluated
As Submitted 0.38 14.64 m3 10,104.19 3,206.86 1,821.67 1,033.39 15,132.72 25% 3,783.18 945.79 19,861.69 1,356.33
804(4) Gravel Fill
As Evaluated
As Submitted 45,569.19 127,262.04 42,908.81 215,740.04 52,874.93 13,430.75 282,045.71
TOTAL OF PART A
As Evaluated
PART B PLAIN AND REINFORCED CONCRETE WORKS
As Submitted 17.96 19.41 CU.M 555,118.77 106,845.41 53,925.51 36,882.52 715,889.69 22% 157,495.73 43,669.27 917,054.69 47,246.51
900(1)c2 CONCRETE WORKS
As Evaluated
Structural Concrete(Column) -Class A, 28 days As Submitted 0.80 4.85 m3 20,505.00 7,634.26 3,853.06 6,596.35 31,992.31 25% 7,998.08 1,999.52 41,989.91 8,657.71
900(1)c4
As Evaluated
Structural Concrete(Suspended Slab)-Class A, 28 days As Submitted 0.23 1.37 m3 5,780.00 2,333.52 1,106.09 6,729.64 9,219.61 25% 2,304.90 576.23 12,100.74 8,832.66
900(1)c5
As Evaluated
Structural Concrete(Beams)- Class A, 28 days As Submitted 0.77 4.70 m3 19,740.00 7,398.15 3,733.89 6,568.52 30,872.04 25% 7,718.01 1,929.50 40,519.55 8,621.18
900(1)c6
As Evaluated
As Submitted 0.68 430.20 kg 22,795.50 3,233.14 1,275.16 63.47 27,303.80 25% 6,825.95 1,706.49 35,836.23 83.30
902(1)a1 Reinforcing Steel, Grade 40
As Evaluated
As Submitted 5.07 1.00 L.S 160,518.54 37,740.95 3,774.09 202,033.58 202,033.58 25% 50,508.40 12,627.10 265,169.08 265,169.08
903(1) Formworks and Falseworks
As Evaluated
As Submitted 802,922.81 172,095.61 71,155.41 1,046,173.82 240,066.76 64,312.03 1,350,552.62
TOTAL OF PART B
As Evaluated
PART C FINISHING
C.1 Termite Control Works
As Submitted 0.13 30.00 L 3,500.00 1,549.94 154.99 173.50 5,204.94 25% 1,301.23 325.31 6,831.48 227.72
1000(1) Soil Poisoning
As Evaluated
As Submitted 6,800.00 2,665.90 266.59 9,732.49 2,433.12 608.28 12,773.90
Sub - Total C.1
As Evaluated
 IMPROVEMENT OF MULTI - PURPOSE BUILDING (BRGY. HALL)
BRGY. GUISING, GATTARAN, CAGAYAN
FORM POW-2015-01C-00
DETAILED BREAKDOWN OF COMPONENT COST FOR EACH ITEM
DIRECT COST TOTAL MARK-UP ADJUSTED
ITEM NO. DESCRIPTION % QTY. UNIT 5% VAT TOTAL COST
MATERIAL LABOR EQUIPMENT UNIT COST TOTAL % VALUE UNIT COST
C.2. Masonry Works
As Submitted 1.92 64.71 m2 61,810.00 10,047.35 4,504.77 1,180.07 76,362.12 25% 19,090.53 4,772.63 100,225.28 1,548.84
1046(2)a2 CHB Non-Load Bearing -150mm (including Reinforcing Steel)
As Evaluated
As Submitted 194,288.85 30,848.93 16,125.93 241,263.71 60,315.93 15,078.98 316,658.62
Sub - Total C.2
As Evaluated
C.3 Fabricated Materials
As Submitted 0.76 7.20 m2 16,560.00 8,963.60 4,806.36 4,212.49 30,329.96 25% 7,582.49 1,895.62 39,808.07 5,528.90
1005(1) Casement Steel Window
As Evaluated
As Submitted 4.53 1.00 SQ.M 153,190.00 24,873.99 2,487.40 180,551.39 180,551.39 22% 39,721.31 11,013.63 231,286.33 231,286.33
VI. DOORS & WINDOWS
As Evaluated
As Submitted 169,750.00 33,837.59 7,293.76 210,881.35 47,303.80 12,909.25 271,094.40
Sub-Total C.3
As Evaluated
C.4 Finishing Works
As Submitted 0.18 42.00 m2 4,556.76 2,356.87 235.69 170.22 7,149.32 25% 1,787.33 446.83 9,383.48 223.42
1021(1)c Plain Cement Floor Finish with Floor Hardener
As Evaluated
As Submitted 1.68 436.76 SQ.M 51,150.00 14,242.17 1,424.22 152.98 66,816.39 22% 14,699.61 4,075.80 85,591.80 195.97
IV. PLASTERING WORKS
As Evaluated
As Submitted 193,931.40 54,207.86 4,379.96 252,519.22 53,897.20 15,320.81 321,737.22
Sub-Total C.4
As Evaluated
C.5 Painting Works
As Submitted 2.57 521.53 SQ.M 84,636.00 16,211.31 1,621.13 196.48 102,468.44 22% 22,543.06 6,250.57 131,262.07 251.69
VII. PLASTERING WORKS
As Evaluated
As Submitted 116,707.50 71,255.00 7,125.50 195,088.00 45,697.95 12,039.30 252,825.26
Sub-Total C.5
As Evaluated
As Submitted 1,609,070.91 451,581.52 59,458.74 2,120,111.16 474,093.74 129,710.22 2,723,915.13
TOTAL OF PART C
As Evaluated
PART d ELECTRICAL
As Submitted 2.41 1.00 L.S 71,000.00 24,873.99 - 95,873.99 95,873.99 20% 19,174.80 5,752.44 120,801.23 120,801.23
X. ELECTRICAL WORKS
As Evaluated
As Submitted 0.83 1.00 LS 26,745.00 5,602.25 560.23 32,907.48 32,907.48 20% 6,581.50 1,974.45 41,463.43 41,463.43
XI. PLUMBING WORKS
As Evaluated
As Submitted 1.74 1.00 LS 53,835.00 15,357.60 - 69,192.60 69,192.60 20% 13,838.52 4,151.56 87,182.68 87,182.68
XII. SANITARY WORKS
As Evaluated
As Submitted 6.55 1.00 UNIT 200,905.00 54,859.97 5,486.00 261,250.97 261,250.97 20% 52,250.19 15,675.06 329,176.22 329,176.22
XIII. Lighting Fixtures
As Evaluated
As Submitted 352,485.00 100,693.81 6,046.22 459,225.04 91,845.01 27,553.51 578,623.56
TOTAL OF PART E
As Evaluated
As Submitted 2,864,479.90 851,632.99 179,569.18 3,895,682.07 872,488.44 238,408.51 5,006,579.03
TOTAL OF PART III
As Evaluated
As Submitted 2,864,479.90 851,632.99 179,569.18 3,895,682.07 872,488.44 238,408.51 5,006,579.03
TOTAL OF (Project ID)
As Evaluated
As Submitted 2,900,246.33 870,589.57 215,584.12 3,986,420.02 878,946.68 243,268.32 5,108,635.03
GRAND TOTAL
As Evaluated
 IMPROVEMENT OF MULTI - PURPOSE BUILDING (BRGY. HALL)
BRGY. GUISING, GATTARAN, CAGAYAN
FORM POW-2015-01B-00
MINIMUM EQUIPMENT REQUIREMENT
Number of Number of
No. Equipment Description Capacity No. Equipment Description Capacity
Equipment Equipment
1 One Bagger Mixer 4 - 6 ft3/min 1 31
2 Bar Cutter 1 32
3 Bar Bender 1 33
4 Cutting Outfit 1 34
5 Demoltion Hammer 1 35
6 36
7 37
8 38
9 39
10 40
11 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
29 59
30 60
SUB-TOTAL 5 SUB-TOTAL
TOTAL 5
 CAGAYAN FIRST DISTRICT ENGINEERING OFFICE

FORM ABC-2015-02-00
IMPROVEMENT OF MULTI - PURPOSE BUILDING (BRGY. HALL)
BRGY. GUISING, GATTARAN, CAGAYAN

SUMMARY OF APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 60 CD
TOTAL MARK-UP
ITEM NO. DESCRIPTION ESTIMATED DIRECT COST VAT TOTAL INDIRECT COST TOTAL COST
% VALUE
AS SUBMITTED - 10.00% - - - -
PART I FACILITIES FOR THE ENGINEER
AS EVALUATED

AS SUBMITTED 90,737.95 25.00% 6,458.24 4,859.81 11,318.05 102,056.00

PART II OTHER GENERAL REQUIREMENTS
AS EVALUATED

(Project ID)
(Project Component ID - Description)
CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING
PART III
WORKS
AS SUBMITTED 215,740.04 25.00% 52,874.93 13,430.75 66,305.67 282,045.71
PART A EARTHWORKS
AS EVALUATED

AS SUBMITTED 1,046,173.82 25.00% 240,066.76 64,312.03 304,378.80 1,350,552.62

PART B PLAIN AND REINFORCED CONCRETE WORKS
AS EVALUATED

AS SUBMITTED 3,895,682.07 22.00% 872,488.44 238,408.51 1,110,896.95 5,006,579.02

TOTAL OF PART III
AS EVALUATED

AS SUBMITTED 3,895,682.07 22.00% 872,488.44 238,408.51 1,110,896.95 5,006,579.02

TOTAL OF (Project ID)
AS EVALUATED

AS SUBMITTED 3,986,420.02 25.00% 878,946.68 243,268.32 1,122,215.00 5,108,635.02

TOTAL
AS EVALUATED

Preparation and Submission: Evaluation: Approval:

Prepared by: Checked/Submitted by: Reviewed as to Unit Cost: Recommending Approval: Approved:

RESTIE M. TABANGCURA MARITES T. ARGONZA FELISA M. SALVADOR PEDRITO R. BAUTISTA ROSAURO R. GUERRERO
Engineering Assistant Architect II Chief, Planning & Design Section OIC- Assistant District Engineer District Engineer
Planning & Design Section Planning & Design Section
 CAGAYAN FIRST DISTRICT ENGINEERING OFFICE
FORM ABC-2015-02A-00
IMPROVEMENT OF MULTI - PURPOSE BUILDING (BRGY. HALL)
BRGY. GUISING, GATTARAN, CAGAYAN

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 60 CD
ESTIMATED DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT TOTAL COST UNIT COST
COST % VALUE COST
PART I FACILITIES FOR THE ENGINEER
PART II OTHER GENERAL REQUIREMENTS
AS SUBMITTED 30.00 Each 450.00 25% 112.50 28.13 140.63 590.63 19.69
A.1.4. Provision of Progress Photographs
AS EVALUATED

AS SUBMITTED 1.00 L.S. 12,000.00 10% 1,200.00 660.00 1,860.00 13,860.00 13,860.00
B.3 Permits and Clearances
AS EVALUATED

AS SUBMITTED 1.00 EACH 7,532.24 22% 1,657.09 459.47 2,116.56 9,648.80 9,648.80
I. Project Billboard/ Sign Board
AS EVALUATED

AS SUBMITTED 3.00 LS 34,886.43 10% 3,488.64 1,918.75 5,407.40 40,293.83 13,431.28

II. Occupational Safety and Health Program
AS EVALUATED

AS SUBMITTED 1.00 LS 35,869.28 0% - 1,793.46 1,793.46 37,662.74 37,662.74

III. Mobilization/Demobilization
AS EVALUATED

AS SUBMITTED 90,737.95 6,458.24 4,859.81 11,318.05 102,056.00

TOTAL OF PART II
AS EVALUATED

(Project ID)
(Project Component ID - Description)

CIVIL, MECHANICAL, ELECTRICAL AND

PART III
SANITARY/PLUMBING WORKS

PART A EARTHWORKS
AS SUBMITTED 1.00 CU.M 35,336.12 22% 7,773.95 2,155.50 9,929.45 45,265.56 45,265.56
I. EARTHWORKS
AS EVALUATED

AS SUBMITTED 1.00 LS 106,945.33 25% 26,736.33 6,684.08 33,420.42 140,365.74 140,365.74

801(1) Removal of Structures & Obstructions-
AS EVALUATED

AS SUBMITTED 45.95 m3 9,298.06 25% 2,324.51 581.13 2,905.64 12,203.70 265.59

803(1)a Structure Excavation (Common Soil)
AS EVALUATED

AS SUBMITTED 33.25 m3 6,288.45 25% 1,572.11 393.03 1,965.14 8,253.59 248.23

804(1)a Embankment from Structure Excavation
AS EVALUATED

AS SUBMITTED 75.16 m3 42,739.38 25% 10,684.84 2,671.21 13,356.06 56,095.43 746.32

804(1)b Embankment from Common Borrow
AS EVALUATED

AS SUBMITTED 14.64 m3 15,132.72 25% 3,783.18 945.79 4,728.97 19,861.69 1,356.33

804(4) Gravel Fill
AS EVALUATED

AS SUBMITTED 215,740.04 52,874.93 13,430.75 66,305.68 282,045.72

TOTAL OF PART A
AS EVALUATED

Preparation and Submission: Evaluation:

Prepared by: Checked/Submitted by: Reviewed as to Unit Cost:

RESTIE M. TABANGCURA MARITES T. ARGONZA FELISA M. SALVADOR

Engineering Assistant Architect II Chief, Planning & Design Section
Planning & Design Section Planning & Design Section
 CAGAYAN FIRST DISTRICT ENGINEERING OFFICE
FORM ABC-2015-02A-00
IMPROVEMENT OF MULTI - PURPOSE BUILDING (BRGY. HALL)
BRGY. GUISING, GATTARAN, CAGAYAN

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 60 CD
ESTIMATED DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT TOTAL COST UNIT COST
COST % VALUE COST
PART B PLAIN AND REINFORCED CONCRETE WORKS
AS SUBMITTED 19.41 CU.M 715,889.69 22% 157,495.73 43,669.27 201,165.00 917,054.69 47,246.51
900(1)c2 CONCRETE WORKS
AS EVALUATED

Structural Concrete(Column) -Class A, 28 days AS SUBMITTED 4.85 m3 31,992.31 25% 7,998.08 1,999.52 9,997.60 41,989.91 8,657.71
900(1)c4
AS EVALUATED

Structural Concrete(Suspended Slab)-Class A, 28 days AS SUBMITTED 1.37 m3 9,219.61 25% 2,304.90 576.23 2,881.13 12,100.74 8,832.65
900(1)c5
AS EVALUATED

Structural Concrete(Beams)- Class A, 28 days AS SUBMITTED 4.70 m3 30,872.04 25% 7,718.01 1,929.50 9,647.51 40,519.55 8,621.18
900(1)c6
AS EVALUATED

AS SUBMITTED 430.20 kg 27,303.80 25% 6,825.95 1,706.49 8,532.44 35,836.23 83.30

902(1)a1 Reinforcing Steel, Grade 40
AS EVALUATED

AS SUBMITTED 1.00 L.S 202,033.58 25% 50,508.40 12,627.10 63,135.49 265,169.08 265,169.08
903(1) Formworks and Falseworks
AS EVALUATED

AS SUBMITTED 1,046,173.82 240,066.77 64,312.03 304,378.79 1,350,552.62

TOTAL OF PART B
AS EVALUATED

PART C FINISHING WORKS

AS SUBMITTED 64.71 m2 76,362.12 25% 19,090.53 4,772.63 23,863.16 100,225.28 1,548.84
1046(2)a2 CHB Non-Load Bearing -150mm (including Reinforcing Steel)
AS EVALUATED

AS SUBMITTED 7.20 m2 30,329.96 25% 7,582.49 1,895.62 9,478.11 39,808.07 5,528.90

1005(1) Casement Steel Window
AS EVALUATED

AS SUBMITTED 1.00 SQ.M 180,551.39 22% 39,721.31 11,013.63 50,734.94 231,286.33 231,286.33
VI. DOORS & WINDOWS
AS EVALUATED

AS SUBMITTED 42.00 m2 7,149.32 25% 1,787.33 446.83 2,234.16 9,383.48 223.42

1021(1)c Plain Cement Floor Finish with Floor Hardener
AS EVALUATED
AS SUBMITTED 436.76 SQ.M 66,816.39 22% 14,699.61 4,075.80 18,775.41 85,591.80 195.97
IV. PLASTERING WORKS
AS EVALUATED

AS SUBMITTED 521.53 SQ.M 102,468.44 22% 22,543.06 6,250.57 28,793.63 131,262.07 251.69
VII. PLASTERING WORKS
AS EVALUATED

AS SUBMITTED 2,120,111.16 474,093.72 129,710.24 603,803.96 2,723,915.13

TOTAL OF PART C
AS EVALUATED

Preparation and Submission: Evaluation:

Prepared by: Checked/Submitted by: Reviewed as to Unit Cost:

RESTIE M. TABANGCURA MARITES T. ARGONZA FELISA M. SALVADOR

Engineering Assistant Architect II Chief, Planning & Design Section
 CAGAYAN FIRST DISTRICT ENGINEERING OFFICE
FORM ABC-2015-02A-00
IMPROVEMENT OF MULTI - PURPOSE BUILDING (BRGY. HALL)
BRGY. GUISING, GATTARAN, CAGAYAN

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 60 CD
ESTIMATED DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT TOTAL COST UNIT COST
COST % VALUE COST

PART d ELECTRICAL WORKS

AS SUBMITTED 1.00 L.S 95,873.99 20% 19,174.80 5,752.44 24,927.24 120,801.23 120,801.23
X. ELECTRICAL WORKS
AS EVALUATED

AS SUBMITTED 1.00 LS 32,907.48 20% 6,581.50 1,974.45 8,555.94 41,463.42 41,463.42

XI. PLUMBING WORKS
AS EVALUATED

AS SUBMITTED 1.00 LS 69,192.60 20% 13,838.52 4,151.56 17,990.08 87,182.68 87,182.68

XII. SANITARY WORKS
AS EVALUATED

AS SUBMITTED 1.00 UNIT 261,250.97 20% 52,250.19 15,675.06 67,925.25 329,176.22 329,176.22
XIII. Lighting Fixtures
AS EVALUATED

AS SUBMITTED 459,225.04 91,845.01 27,553.50 119,398.51 578,623.55

TOTAL OF PART d
AS EVALUATED

AS SUBMITTED 3,895,682.07 872,488.42 238,408.52 1,110,896.94 5,006,579.01

TOTAL OF PART III
AS EVALUATED

AS SUBMITTED 3,895,682.07 872,488.42 238,408.52 1,110,896.94 5,006,579.01

TOTAL OF (Project ID)
AS EVALUATED

AS SUBMITTED 3,986,420.02 878,946.66 243,268.33 1,122,214.99 5,108,635.01

GRAND TOTAL
AS EVALUATED

Preparation and Submission: Evaluation:

Prepared by: Checked/Submitted by: Reviewed as to Unit Cost:

RESTIE M. TABANGCURA MARITES T. ARGONZA FELISA M. SALVADOR

Engineering Assistant Architect II Chief, Planning & Design Section
Planning & Design Section Planning & Design Section
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : A.1.1 (8) Provision of field Office for the Engineer (Rental Basis)
Unit of Measurement : mo
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Sub - Total for A 0.00

Name and Capacity No of Unit/s No. of Months/s Monthly Rate Amount (PhP)
B. Equipment

Rental for 1 Unit 40 footer container van with ACU, 0 3.17 26,000.00 0.00
furnitures, and maintenance.

Sub - Total for B 0.00

C. Total (A + B) 0.00
D. Output per Hour = 1.00 l.s.
E. Direct Unit Cost (C ÷ D) 0.00
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Sub - Total for F

G. Direct Unit Cost (C + F) 0.00
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses of G
I. Contractor's Profit (CP) 10% of G 0.00
J. Value Added Tax (VAT) 5% of (G + H + I) 0.00
K. Total Unit Cost (G + H + I + J) 0.00

PART I - Facilities for the Engineer

 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : A.1.4. Provision of Progress Photographs

Unit of Measurement : Each
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

-
Minor Tools (10% of labor cost)

Sub - Total for B -

C. Total (A + B) -
D. Output = 2.00 ea
E. Direct Unit Cost (C ÷ D) -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Developing fee of 5R size pictures each 30.00 15.00 450.00

Sub - Total for F 450.00

G. Direct Unit Cost (C + F) 450.00
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 67.50
I. Contractor's Profit (CP) 10% of G 45.00
J. Value Added Tax (VAT) 5% of (G + H + I) 28.13
K. Total Unit Cost (G + H + I + J) 590.63
 Description Percentage
OCM 12%
22%
Profit 10%
VAT 5% 0%
October 07, 2016 ( DO197 S2016 )

% for OCM and Profit

Indirect Cost %
Estimated Direct Cost ( EDC )
OCM PROFIT Total
5M and below 15% 10% 25%
Above 5M up to 50M 12% 8% 20%
Above 50M up to 150M 10% 8% 18%
Above 150M 8% 8% 16%

Note:
For the percentage to be used for Nos. B.1, B.2 and B.3, see OCM ( Overhead, Contingencies and
Miscellaneous ) column in the tabulation below.

A.] The following non-civil works items shall not be subjected to OCM and Profit mark-up :
Description Pay Item
Mobilization / Demobilization B.9
Provision of Service Vehicle A.1.2

B.] The following non-civil works items shall not be subjected to OCM mark-up :
Description Pay Item
Field/Laboratory Office & Living Quaters (Rental Basis) A.1.1 (7)
Furnishing of Furnitures, Laboratory Equipment, Survey Equipment and
Consumables
Assistance to the Engineers A.1.3
Photographs A.1.4
Occupational Health and Safety Program B.7
Traffic Management B.8
Environmental Compliance
Communication Equipment A.1.5
 As of 1st Quarter 2017 As of February 6, 2017

Materials Cost Unit Manpower

Portland Cement Php 270 /bag Foreman

RSB Plain Grade 40 Php 40 /kg. Leadman
RSB Plain Grade 60 Php 40 /kg. Heavy Eqmt. Operator
RSB Deformed Grade 40 Php 41 /kg. Highly-Skilled Labor
RSB Deformed Grade 60 Php 42 /kg. Light Skilled Labor
CHB Load Bearing (100mm) Php 19 /pc. Driver
CHB Load Bearing (150mm) Php 22 /pc. Skilled Labor
CHB Ordinary (100mm) Php 13.50 /pc. Semi-Skilled Labor
CHB Ordinary (150mm) Php 18 /pc. Unskilled Labor
Marine Plywood (1/4 ") Php 420 /pc.

Marine Plywood (1/2 ") Php 750 /pc.

Marine Plywood (3/4 ") Php 1,310 /pc.

Ordinary Plywood (1/4 ") Php 360 /pc.

Ordinary Plywood (1/2 ") Php 650 /pc.

Ordinary Plywood (3/4 ") Php 1,100 /pc.

Good Lumber Php 40 /bd.ft.

Coco Lumber Php 15 /bd.ft.

GI Tie Wire # 12 Php 65 /kg.

GI Tie Wire # 16 Php 65 /kg.

Concrete Nails Assorted Php 100 /kg.

Common Nails Assorted Php 90 /kg.

Curing Compound Php 60 /ltr.

Steel Forms 15cm width Php 40 /ln.m.

Steel Forms 20cm width Php 50 /ln.m.

Steel Forms 23cm width Php 60 /ln.m.

Steel Forms 25cm width Php 70 /ln.m.

Steel Forms 28cm width Php 80 /ln.m.

Steel Forms 30cm width Php 87 /ln.m.

RCPC Class II 300mm Php 400 /pc.

RCPC Class II 460mm Php 650 /pc.

RCPC Class II 610mm Php 1,050 /pc.

RCPC Class II 760mm Php 1,800 /pc.

RCPC Class II 910mm Php 2,200 /pc.

RCPC Class II 1070mm Php 2,500 /pc.

RCPC Class II 1220mm Php 3,500 /pc.

RCPC Class II 1370mm Php 4,000 /pc.

RCPC Class II 1524mm Php 5,100 /pc.

PVC Pipe (12.7mm) Php 52 /pc.

PVC Pipe (19mm) Php 90 /pc.

PVC Pipe (25.4mm) Php 103 /pc.

PVC Pipe (38mm) Php 203 /pc.

PVC Pipe (50mm) Php 300 /pc.

PVC Pipe (63mm) Php 330 /pc.

PVC Pipe (76mm) Php 385 /pc.

PVC Pipe (89mm) Php 450 /pc.

PVC Pipe (101mm) Php 505 /pc.

Pipe Sleeve, 1" Ø Php 34.33 /ln.m.

Pipe Sleeve, 1 1/2" Ø Php 67.67 /ln.m.

Pipe Sleeve, 2" Ø Php 97.00 /ln.m.

Coarse Aggregates Php 1,000.00 /cu.m

Fine Aggregates Php 1,000.00 /cu.m

f February 6, 2017 As of January 20, 2017

Hourly Rate Daily Rate Construction Equipments

Php 87.50 Php 700.00 Backhoe

Php 83.82 Php 670.53 Backhoe with Breaker
Php 76.22 Php 609.79 Bar Bender
Php 76.16 Php 609.29 Bar Cutter, Single Phase
Php 75.98 Php 607.82 Batching Plant (30 cu.m.)
Php 66.06 Php 528.49 Bulldozer (155 Hp), D65A-8
Php 68.75 Php 550.00 Bentonite Bin
Php 61.10 Php 488.82 Bentonite Mixer
Php 50.00 Php 400.00 Cargo Truck (10T, 270 Hp)

Concrete Saw, Blade Ø 14" (7.5 Hp)

Concrete Screeder (5.5 Hp)
Concrete Vibrator
Crawler Crane (25T)
Crawler Crane (45T)
Cuting Outfit
Drilling rig
Dump truck (12 cu.yd)
Kneading Machine
Motorized Road Grader with Scarifier, 6710 A
Applicator Machine
One Bagger Mixer
Payloader (1.5 cu.m )
Plate Compactor (5 Hp)
Generator set
Grinding machine and accessories
Lighting Systems/Tower Lights
Payloader (1.50 cu.m.) LX80-2C
Pile Integrity Testing(sonics) & accessories
Portable Breaker
Roller, Vibrator, 10MT
Service Crane (25T, 145Hp)
SPT & Desanding machine
Transit Mixer (5 cu.m.)
Vibratory Roller (10 m.t. ), SP56
Tremie Pipe set
Truck Mounted Crane (45T)
Vibratory Hammer with hydraulic power pack
Vibro Hammer w/ Power Pack
Water pump , 100mm suction diameter
Water Truck, 1000 gal.
Chain saw
Jackhammer
Air Compressor ( 103 Hp)
Truck Mounted Crane (35T)
Boom Truck
Service Truck/ Cargo Truck
Bulldozer w/ Ripper (155 Hp), D65A-8
Pneumatic Drilling Machine
Compressor
Welding Machine
Power Boom (20 m wide)
Asphalt Distributor, 10 ft.wide (5 tons)
Tandem Steel Roller (10.1 m.t), CC421
Pneumatic Tire Roller (10 m.t.)
Asphalt Paver (80 Hp), NF220BIIVDM
Asphalt Batch Plant (60-80 TPH)
Concrete Paver, GP-2000 Slipform
Steel Wheel w/ Nylon Rope
Drop Hammer
Crawler Crane (36-40 T)
Cargo Truck (5 T)
Drill, CP-8 w/ attachment
Asphalt Kettle/Drum
Hydroseeding Machine
Water Truck, 16000 L
Concrete Batch Plant
2017

Hourly Rate

Php 1,537.00 Php 1,772

Php 1,998.10 Php 2,074.95
Php 351.50 same
Php 219.75 same
Php 1,759.50 Php 1,208.03
Php 3,379.00 Php 2,299.00

Php 1,212.00 Php 1,102.00

Php 32.63 Php 167.38
Php 545.00 same
Php 91.25 Php 148.88

Php 1,902.00 Php 1,772.00

Php 45.45 Php 45.00

Php 1,420.00 Php 1,352.00

Php 187.50 same
Php 2,173.00 Php 2,933.55
Php 93.75 same
Php 172.00 same
Php 1,733.00 same
Php 123.00 same

Php 1,733.00 same

Php 1,384.00

Php 1,318.00 Php 1,279

Php 1,846.00 Php 1,507

Php 2,606.00 Php 1,772

Php 2,123.00 Php 1,800
Php 1,800.00
Php 266.25 same
Php 1,065.00
Php 75.36 Php 121.50
Php 150.00 Php 514.31
Php 675.00
Php 1,861.00 Php 1,553
Php 1,017.90 Php 961.20
Php 783.00 Php 712.00
Php 3,885.85 Php 2,758.00
Php 170.00 Php 514.31
Php 358.00
Php 371.00 Php 712.00
Php 130.54 same
Php 936.00 same
Php 1,652.00 same
Php 553.00
Php 1,833.00 same
Php 1,214.73
Php 6,765.00 same
Php 300.00 same
Php 200.00 same
Php 1,729.00
Php 783.00 Php 712.00
Php 201.25
Php 10.00 same
Php 952.00 same
Php 2,450.00
Php 1,759.50
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : B.3 Permits and Clearances

Unit of Measurement : L.S. Quantity 1.00 l.s
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B.

Sub - Total for B -

C. Total (A + B) -
D. Output = 1 each
E. Direct Unit Cost (C ÷ D) -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Permits & clearances(BFP, MUNICIPAL 1 ls 5,000.00 5,000.00

BUILDING PERMIT)

B. Professional fees(archi, CE, ME, PEE, 1.000 ls 5,000.00 5,000.00

ECE, SE)

C. Environmental Clearances (mines & 1 ls 2,000.00 2,000.00

Geologic Bureau)

Sub - Total for F 12,000.00

G. Direct Unit Cost (C + F) 12,000.00
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 10% of G 1,200.00
J. Value Added Tax (VAT) 5% of (G + H + I) 660.00
K. Total Unit Cost (G + H + I + J) 13,860.00
L. Unit Cost k/Quantity 13,860.00
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : II.7 Occupational Safety and Health (12 CL)

Unit of Measurement : lot
Output : 1

Designation No. of Person/s No. of Day/s Daily Rate Amount (PhP)

A. Labor

a. Part Time Safety Officer 1 12.00 528.48 6,341.76

Sub - Total for A 6,341.76

Name and Capacity Unit Quantity Daily Rate Amount (PhP)
B. Equipment

Sub - Total for B

C. Total (A + B) 6,341.76
D. Output = 1 mo.
E. Direct Unit Cost (C ÷ D) 6,341.76
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

First Aid Kit l.s. 1.00 1,000.00 1,000.00

Personal Protective Equipment(PPE)

a. Safety Helmet man-days 12,254.00 0.25 3,063.50
b. Safety Shoes man-days 12,254.00 2.77 33,943.58
c. Safety Gloves man-days 12,254.00 7.67 93,988.18
-
-
-
-
-
-
-

Signages and Barricades

a. PPE Signage (4' x 8') set 1.00 506.37 506.37
b. Safety First (4' x 4') set 1.00 270.87 270.87
c. Warning Signs (2' x 3') sets 28.00 123.68 3,463.04
d. Caution Tape, 100ft roll 1.00 800.00 800.00

Sub - Total for F 137,035.54

G. Direct Unit Cost (E + F) 143,377.30
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 8% of G 11,470.18
J. Value Added Tax (VAT) 5% of (G + H + I) 7,742.37
K. Total Unit Cost (G + H + I + J) 162,589.86
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : II.7 Occupational Safety and Health (10 CL)

Unit of Measurement : lot
Output : 1

Designation No. of Person/s No. of Day/s Daily Rate Amount (PhP)

A. Labor

a. Part Time Safety Officer 1 12.00 528.48 6,341.76

Sub - Total for A 6,341.76

Name and Capacity Unit Quantity Daily Rate Amount (PhP)
B. Equipment

Sub - Total for B

C. Total (A + B) 6,341.76
D. Output = 1 lot
E. Direct Unit Cost (C ÷ D) 6,341.76
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

First Aid Kit l.s. 1.00 1,000.00 1,000.00

Personal Protective Equipment(PPE)

a. Safety Helmet man-days 11,066.00 0.25 2,766.50
b. Safety Shoes man-days 11,066.00 2.77 30,652.82
c. Safety Gloves man-days 11,066.00 7.67 84,876.22
-
-
-
-
-
-
-

Signages and Barricades

a. PPE Signage (4' x 8') set 1.00 506.37 506.37
b. Safety First (4' x 4') set 1.00 270.87 270.87
c. Warning Signs (2' x 3') sets 27.00 123.68 3,339.36
d. Caution Tape, 100ft roll 1.00 800.00 800.00

Sub - Total for F 124,212.14

G. Direct Unit Cost (E + F) 130,553.90
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 8% of G 10,444.31
J. Value Added Tax (VAT) 5% of (G + H + I) 7,049.91
K. Total Unit Cost (G + H + I + J) 148,048.12
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : II.7 Occupational Safety and Health (8 CL)

Unit of Measurement : mo
Output : 1

Designation No. of Person/s No. of Day/s Daily Rate Amount (PhP)

A. Labor

a. Part Time Safety Officer 1 10.00 528.48 5,284.80

Sub - Total for A 5,284.80

Name and Capacity Unit Quantity Daily Rate Amount (PhP)
B. Equipment

Sub - Total for B

C. Total (A + B) 5,284.80
D. Output = 1 mo.
E. Direct Unit Cost (C ÷ D) 5,284.80
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

First Aid Kit l.s. 1.00 1,000.00 1,000.00

Personal Protective Equipment(PPE)

a. Safety Helmet man-days 9,966.00 0.25 2,491.50
b. Safety Shoes man-days 9,966.00 2.77 27,605.82
c. Safety Gloves man-days 9,966.00 7.67 76,439.22

Signages and Barricades

a. PPE Signage (4' x 8') set 1.00 506.37 506.37
b. Safety First (4' x 4') set 1.00 270.87 270.87
c. Warning Signs (2' x 3') sets 26.00 123.68 3,215.68
d. Caution Tape, 100ft roll 1.00 800.00 800.00

Sub - Total for F 112,329.46

G. Direct Unit Cost (E + F) 117,614.26
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 8% of G 9,409.14
J. Value Added Tax (VAT) 5% of (G + H + I) 6,351.17
K. Total Unit Cost (G + H + I + J) 133,374.57
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : II.7 Occupational Safety and Health (6 CL)

Unit of Measurement : lot
Output : 1

Designation No. of Person/s No. of Day/s Daily Rate Amount (PhP)

A. Labor

a. Part Time Safety Officer 1 10.00 528.48 5,284.80

Sub - Total for A 5,284.80

Name and Capacity Unit Quantity Daily Rate Amount (PhP)
B. Equipment

Sub - Total for B

C. Total (A + B) 5,284.80
D. Output = 1 lot
E. Direct Unit Cost (C ÷ D) 5,284.80
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

First Aid Kit l.s. 1.00 1,000.00 1,000.00

Personal Protective Equipment(PPE)

a. Safety Helmet man-days 7,920.00 0.25 1,980.00
b. Safety Shoes man-days 7,920.00 2.77 21,938.40
c. Safety Gloves man-days 7,920.00 7.67 60,746.40

Signages and Barricades

a. PPE Signage (4' x 8') set 1.00 506.37 506.37
b. Safety First (4' x 4') set 1.00 270.87 270.87
c. Warning Signs (2' x 3') sets 24.00 123.68 2,968.32
d. Caution Tape, 100ft roll 0.50 800.00 400.00

Sub - Total for F 89,810.36

G. Direct Unit Cost (E + F) 95,095.16
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 8% of G 7,607.61
J. Value Added Tax (VAT) 5% of (G + H + I) 5,135.14
K. Total Unit Cost (G + H + I + J) 107,837.91
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : II.7 Occupational Safety and Health (2 CL)

Unit of Measurement : lot
Output : 1

Designation No. of Person/s No. of Day/s Daily Rate Amount (PhP)

A. Labor

a. Part Time Safety Officer 1 8.00 528.48 4,227.84

Sub - Total for A 4,227.84

Name and Capacity Unit Quantity Daily Rate Amount (PhP)
B. Equipment

Sub - Total for B

C. Total (A + B) 4,227.84
D. Output = 1 mo.
E. Direct Unit Cost (C ÷ D) 4,227.84
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

First Aid Kit l.s. 1.00 1,000.00 1,000.00

Personal Protective Equipment(PPE)

a. Safety Helmet man-days 5,610.00 0.25 1,402.50
b. Safety Shoes man-days 5,610.00 2.77 15,539.70
c. Safety Gloves man-days 5,610.00 7.67 43,028.70

Signages and Barricades

a. PPE Signage (4' x 8') set 1.00 506.37 506.37
b. Safety First (4' x 4') set 1.00 270.87 270.87
c. Warning Signs (2' x 3') sets 10.00 123.68 1,236.80
d. Caution Tape, 100ft roll 0.50 800.00 400.00

Sub - Total for F 63,384.94

G. Direct Unit Cost (E + F) 67,612.78
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 8% of G 5,409.02
J. Value Added Tax (VAT) 5% of (G + H + I) 3,651.09
K. Total Unit Cost (G + H + I + J) 76,672.89
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : II.9 Mobilization/Demobilization (12 CL)

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

127,576.82
a. Mobilization/ Demobilization (0.75% of Civil Works)

Sub - Total for B 127,576.82

C. Total (A + B) 127,576.82
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 127,576.82
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

G. Direct Unit Cost (E + F) 127,576.82

H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 8% of G 10,206.15
J. Value Added Tax (VAT) 5% of (G + H + I) 6,889.15
K. Total Unit Cost (G + H + I + J) 144,672.11
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : II.9 Mobilization/Demobilization (10 CL)

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

112,378.72
a. Mobilization/ Demobilization (0.75% of Civil Works)

Sub - Total for B 112,378.72

C. Total (A + B) 112,378.72
D. Output = 1.00 l.s.
E. Direct Unit Cost (C ÷ D) 112,378.72
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

G. Direct Unit Cost (E + F) 112,378.72

H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 8% of G 8,990.30
J. Value Added Tax (VAT) 5% of (G + H + I) 6,068.45
K. Total Unit Cost (G + H + I + J) 127,437.47
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : II.9 Mobilization/Demobilization (8 CL)

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

96,588.26
a. Mobilization/ Demobilization (0.75% of Civil Works)

Sub - Total for B 96,588.26

C. Total (A + B) 96,588.26
D. Output = 1.00 l.s.
E. Direct Unit Cost (C ÷ D) 96,588.26
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

G. Direct Unit Cost (E + F) 96,588.26

H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 8% of G 7,727.06
J. Value Added Tax (VAT) 5% of (G + H + I) 5,215.77
K. Total Unit Cost (G + H + I + J) 109,531.09
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : II.9 Mobilization/Demobilization (6 CL)

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

65,853.18
a. Mobilization/ Demobilization (0.75% of Civil Works)

Sub - Total for B 65,853.18

C. Total (A + B) 65,853.18
D. Output = 1.00 l.s.
E. Direct Unit Cost (C ÷ D) 65,853.18
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

G. Direct Unit Cost (E + F) 65,853.18

H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 8% of G 5,268.25
J. Value Added Tax (VAT) 5% of (G + H + I) 3,556.07
K. Total Unit Cost (G + H + I + J) 74,677.51
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : II.9 Mobilization/Demobilization (2 CL)

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

34,975.55
a. Mobilization/ Demobilization (0.75% of Civil Works)

Sub - Total for B 34,975.55

C. Total (A + B) 34,975.55
D. Output = 1.00 l.s.
E. Direct Unit Cost (C ÷ D) 34,975.55
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

G. Direct Unit Cost (E + F) 34,975.55

H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 8% of G 2,798.04
J. Value Added Tax (VAT) 5% of (G + H + I) 1,888.68
K. Total Unit Cost (G + H + I + J) 39,662.27
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : B.11 Provisional Sum

Unit of Measurement : PS
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Sub - Total for B -

C. Total (A + B) -
D. Output = 1.00 l.s.
E. Direct Unit Cost (C ÷ D) -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Provison of Standard Ring w/ stand set 0.00 135,000.00 -

(Fiberglass Board)

-
G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 0% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
PROJECT : ANTIPORDA BUILDING (3 Span)
LOCATION : STA TERESITA

EXCAVATION OF FOOTING EMBANKMENT

EXCAVATION Dimension Qty. Excavation EMBANKMENT
Member WIDTH LENGTH HEIGHT per Volume Member
Description (m) (m) (m) Unit (cu.m.) Description
C1-F1 1.00 1.00 2.00 16.00 32.00 F1
WF-2 0.30 77.50 0.60 1.00 13.95 C1
0.00 WF-2
0.00 CHB
0.00
0.00
0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00

Volume of footing cu.m

Total Volume of Exacavation 45.95 cu.m
Embankment from structure Excavation 33.25 cu.m
Embankment from common borrow 75.16 cu.m

13.75 2 27.5 EMBANKMEN

1.5 2 3 EMBANKMENT
2.5 2 5 Member
1.75 2 3.5 Description
2.75 2 5.5 SLAB
3.75 2 7.5
4.25 6 25.5
77.5
EMBANKMENT from structure excavation GRAVEL FILL
Dimension Qty. EMBANKMENT EMBANKMENT Dimension
WIDTH LENGTH HEIGHT per Volume Member WIDTH
(m) (m) (m) Unit (cu.m.) Description (m)
1.00 1.00 0.30 16.00 4.80 SLAB 10.65
0.25 0.25 1.70 16.00 1.70
0.30 77.50 0.20 1.00 4.65
0.10 77.50 0.20 1.00 1.55
0.00
0.00
0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00
0.00
0.00
TOTAL 12.70

EMBANKMENT from common borrow

Dimension Qty. EMBANKMENT
WIDTH LENGTH HEIGHT per Volume
(m) (m) (m) Unit (cu.m.)
10.65 13.75 0.60 1.00 87.86
0.00 0.00 0.00 0.00 0.00
0.00
0.00
0.00 282,045.72
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TOTAL 87.86
GRAVEL FILL
Dimension Qty. EMBANKMENT
LENGTH HEIGHT per Volume
(m) (m) Unit (cu.m.)
13.75 0.10 1.00 14.64
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00
0.00
0.00
TOTAL 14.64

Wall Footing
Stair 57.5
Ramp 5
Perimeter 67.5
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 801(1) Removal of Structures & Obstructions-

Unit of Measurement : LS Quantity 1.00 l.s
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 112.00 98.09 10,986.08

b. Skilled Laborer 3 112.00 71.10 23,889.60
c. Unskilled Laborer 6 112.00 54.90 36,892.80
.

Sub - Total for A 71,768.48

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Jackhammer 1 112.00 250.00 28,000.00

Minor Tools (10% of Labor Cost) 7,176.85

Sub - Total for B 35,176.85

C. Total (A + B) 106,945.33
D. Output per Hour = 20.00 m3
E. Direct Unit Cost (C ÷ D) 106,945.33
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Sub - Total for F -

G. Direct Unit Cost (C + F) 106,945.33
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 16,041.80
I. Contractor's Profit (CP) 10% of G 10,694.53
J. Value Added Tax (VAT) 5% of (G + H + I) 6,684.08
K. Total Unit Cost (G + H + I + J) 140,365.74
L. Unit Cost k/Quantity 140,365.74
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 803(1)a Structure Excavation (Common Soil)

Unit of Measurement : m3 Quantity 45.95 cu.m
Output per hour : 2.50

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 18.38 98.09 1,802.89

b. Skilled Laborer 2 18.38 71.10 2,613.64
c. Unskilled Laborer 4 18.38 54.90 4,036.25

Sub - Total for A 8,452.78

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 845.28

Sub - Total for B 845.28

C. Total (A + B) 9,298.06
D. Output per Hour = 20.00 m3
E. Direct Unit Cost (C ÷ D) 202.35
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Volume = 45.95 cu.m. -

Sub - Total for F -

G. Direct Unit Cost (C + F) 9,298.06
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 1,394.71
I. Contractor's Profit (CP) 10% of G 929.81
J. Value Added Tax (VAT) 5% of (G + H + I) 581.13
K. Total Unit Cost (G + H + I + J) 12,203.70
L. Unit Cost k/Quantity 265.59
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 804(1)a Embankment from Structure Excavation

Unit of Measurement : m3 Quantity 33.25 cu.m
Output per hour : 3.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 11.08 98.09 1,087.16

b. Skilled Laborer 2 11.08 71.10 1,576.05
c. Unskilled Laborer 4 11.08 54.90 2,433.90

Sub - Total for A 5,097.11

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Plate Compactor (5 hp) 1 5.54 123.00 681.63

Minor Tools (10% of Labor Cost) 509.71

Sub - Total for B 1,191.34

C. Total (A + B) 6,288.45
D. Output per Hour = 9.84 m3
E. Direct Unit Cost (C ÷ D) 189.13
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Volume = 33.25 cu.m.

G. Direct Unit Cost (C + F) 6,288.45

H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 943.27
I. Contractor's Profit (CP) 10% of G 628.85
J. Value Added Tax (VAT) 5% of (G + H + I) 393.03
K. Total Unit Cost (G + H + I + J) 8,253.59
L. Unit Cost k/Quantity 248.23
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 804(1)b Embankment from Common Borrow

Unit of Measurement : m3 Quantity 75.16 cu.m
Output per hour : 3.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 25.05 98.09 2,457.56

b. Skilled Laborer 2 25.05 71.10 3,562.70
c. Unskilled Laborer 4 25.05 54.90 5,501.89

Sub - Total for A 11,522.16

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate
B. Equipment

Minor Tools (10% of Labor Cost) 1,152.22

Sub - Total for B 1,152.22

C. Total (A + B) 12,674.38
D. Output per Hour = 9.84 m3
E. Direct Unit Cost (C ÷ D) 168.63
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Embankment Materials m3 75.16 400.00 30,065.00

(w/ 25% Shrinkage Factor)

Sub - Total for F 30,065.00

G. Direct Unit Cost (C + F) 42,739.38
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 6,410.91
I. Contractor's Profit (CP) 10% of G 4,273.94
J. Value Added Tax (VAT) 5% of (G + H + I) 2,671.21
K. Total Unit Cost (G + H + I + J) 56,095.43
L. Unit Cost k/Quantity 746.32
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 804(4) Gravel Fill

Unit of Measurement : m3 Quantity 14.64 cu.m
Output per hour : 1.20

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 12.20 98.09 1,197.00

b. Unskilled Laborer 3 12.20 54.90 2,009.85

Sub - Total for A 3,206.86

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Plate Compactor 1 12.20 123.00 1,500.98

Minor Tools (10% of Labor Cost) 320.69

Sub - Total for B 1,821.67

C. Total (A + B) 5,028.53
D. Output per Hour = 1.20 m3
E. Direct Unit Cost (C ÷ D) 298.60
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Gravel Bedding (G-1) m3 16.84 600.00 10,104.19

(w/ 5% Shrinkage Factor)

Sub - Total for F 10,104.19

G. Direct Unit Cost (C + F) 15,132.72
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 2,269.91
I. Contractor's Profit (CP) 10% of G 1,513.27
J. Value Added Tax (VAT) 5% of (G + H + I) 945.79
K. Total Unit Cost (G + H + I + J) 19,861.69
L. Unit Cost k/Quantity 1,356.33
 FOOTING

1 1 0.3 16 4.8 CU.M

SLAB ON FILL
10.625 13.75 0.1 1 14.61 CU.M

FTB
0.25 0.35 1.75 3 0.46 CU.M
0.25 0.35 2.75 3 0.72 CU.M
0.25 0.35 3.75 3 0.98 CU.M
0.25 0.35 4.25 6 2.23 CU.M
4.39 CU.M

COLUMN:
0.25 0.25 4.7 16 4.7 CU.M
0.25 0.1 1.5 4 0.15 CU.M

ROOF BEAM
0.2 0.3 1.75 3 0.32 CU.M
0.2 0.3 2.75 3 0.5 CU.M
0.2 0.3 3.75 3 0.68 CU.M
0.2 0.3 4.25 9 2.3 CU.M
0.2 0.25 1.2 7 0.42 CU.M
0.15 0.25 4.25 3 0.48 CU.M
4.7 CU.M

SUSPENDED SLAB
1.05 4.35 0.1 3 1.37 CU.M
###
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 900(1)c3 Structural Concrete (Footing Tie Beam) -Class A, 28 days
Unit of Measurement : m3 Quantity 4.39 cu.m
Output per hour : 0.27

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 16.26 87.50 1,422.69

b. Skilled Laborer 2 16.26 68.75 2,235.65
b. Unskilled Laborer 4 16.26 50.00 3,251.85

Sub - Total for A 6,910.19

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. One Bagger Mixer 1 16.26 172.00 2,796.59

Minor Tools (10% of Labor Cost) 691.02

Sub - Total for B 3,487.61

C. Total (A + B) 10,397.80
D. Output per Hour = 0.270 m3
E. Direct Unit Cost (C ÷ D) 2,368.52
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Gravel m3 4.39 1,000.00 4,390.00

b. Sand m3 2.20 1,000.00 2,195.00
c. Portland Cement bags 44.00 270.00 11,880.00

Sub - Total for F 18,465.00

G. Direct Unit Cost (C + F) 28,862.80
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 4,329.42
I. Contractor's Profit (CP) 10% of G 2,886.28
J. Value Added Tax (VAT) 5% of (G + H + I) 1,803.92
K. Total Unit Cost (G + H + I + J) 37,882.42
L. Unit Cost k/Quantity 8,629.25

\ PART B - Plain and Reinforced Concrete Works

 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 900(1)c4 Structural Concrete(Column) -Class A, 28 days

Unit of Measurement : m3 Quantity 4.85 cu.m
Output per hour : 0.27

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 17.96 87.50 1,571.76

b. Skilled Laborer 2 17.96 68.75 2,469.91
b. Unskilled Laborer 4 17.96 50.00 3,592.59

Sub - Total for A 7,634.26

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. One Bagger Mixer 1 17.96 172.00 3,089.63

Minor Tools (10% of Labor Cost) 763.43

Sub - Total for B 3,853.06

C. Total (A + B) 11,487.31
D. Output per Hour = 0.270 m3
E. Direct Unit Cost (C ÷ D) 2,368.52
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Gravel m3 4.85 1,000.00 4850.00

b. Sand m3 2.43 1,000.00 2425.00
c. Portland Cement bags 49.00 270.00 13,230.00

Sub - Total for F 20,505.00

G. Direct Unit Cost (C + F) 31,992.31
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 4,798.85
I. Contractor's Profit (CP) 10% of G 3,199.23
J. Value Added Tax (VAT) 5% of (G + H + I) 1,999.52
K. Total Unit Cost (G + H + I + J) 41,989.91
L. Unit Cost k/Quantity 8,657.71

PART B - Plain and Reinforced Concrete Works

 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 900(1)c5 Structural Concrete(Suspended Slab)-Class A, 28 days

Unit of Measurement : m3 Quantity 1.37 cu.m
Output per hour : 0.27

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 5.07 98.09 497.72

b. Skilled Laborer 2 5.07 71.10 721.53
b. Unskilled Laborer 4 5.07 54.90 1,114.27

Sub - Total for A 2,333.52

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. One Bagger Mixer 1 5.07 172.00 872.74

Minor Tools (10% of Labor Cost) 233.35

Sub - Total for B 1,106.09

C. Total (A + B) 3,439.61
D. Output per Hour = 0.270 m3
E. Direct Unit Cost (C ÷ D) 2510.66296296296
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Gravel m3 1.00 1,000.00 1000.00

b. Sand m3 1.00 1,000.00 1000.00
c. Portland Cement bags 14.00 270.00 3,780.00

Sub - Total for F 5,780.00

G. Direct Unit Cost (C + F) 9,219.61
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 1,382.94
I. Contractor's Profit (CP) 10% of G 921.96
J. Value Added Tax (VAT) 5% of (G + H + I) 576.23
K. Total Unit Cost (G + H + I + J) 12,100.74
L. Unit Cost k/Quantity 8,832.65

PART B - Plain and Reinforced Concrete Works

 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 900(1)c6 Structural Concrete(Beams)- Class A, 28 days

Unit of Measurement : m3 Quantity 4.70 cu.m
Output per hour : 0.27

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 17.41 87.50 1,523.15

b. Skilled Laborer 2 17.41 68.75 2,393.52
b. Unskilled Laborer 4 17.41 50.00 3,481.48

Sub - Total for A 7,398.15

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. One Bagger Mixer 1 17.41 172.00 2,994.07

Minor Tools (10% of Labor Cost) 739.81

Sub - Total for B 3,733.89

C. Total (A + B) 11,132.04
D. Output per Hour = 0.270 m3
E. Direct Unit Cost (C ÷ D) 2,368.52
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Gravel m3 4.70 1,000.00 4700.00

b. Sand m3 2.35 1,000.00 2350.00
c. Portland Cement bags 47.00 270.00 12,690.00

Sub - Total for F 19,740.00

G. Direct Unit Cost (C + F) 30,872.04
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 4,630.81
I. Contractor's Profit (CP) 10% of G 3,087.20
J. Value Added Tax (VAT) 5% of (G + H + I) 1,929.50
K. Total Unit Cost (G + H + I + J) 40,519.55
L. Unit Cost k/Quantity 8,621.18

PART B - Plain and Reinforced Concrete Works

tooting
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 902(1)a1 Reinforcing Steel of Reinforced Concrete Structures

Unit of Measurement : kg Quantity 430.20 kgs
Output per hour : 129.094

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 3.33 98.09 326.88

b. Skilled Laborer 3 3.33 71.10 710.82
c. Unskilled Laborer 12 3.33 54.90 2,195.44

Sub - Total for A 3,233.14

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Bar Cutter 1 1.67 219.75 366.16

b. Bar Bender 1 1.67 351.50 585.68
Minor Tools (10% of Labor Cost) 323.31

Sub - Total for B 1,275.16

C. Total (A + B) 4,508.30
D. Output per Hour = 129.094 kg
E. Direct Unit Cost (C ÷ D) 10.48
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Deformed Reinforcing Steel kg 430.20 49.00 21,080.00

b. #16 Galvanized Iron Wire kg 7.000 90.00 630.00
c. Consumables (5% of Materials Cost) 1,085.50

Sub - Total for F 22,795.50

G. Direct Unit Cost (C + F) 27,303.80
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 4,095.57
I. Contractor's Profit (CP) 10% of G 2,730.38
J. Value Added Tax (VAT) 5% of (G + H + I) 1,706.49
K. Total Unit Cost (G + H + I + J) 35,836.23
L. Unit Cost K/Quantity 83.30
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 903(1) Formworks and Falseworks

Unit of Measurement : 1 L.S Quantity 192.5192 sq.m
Output per hour : 3.24

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor
Installation
a. Construction Foreman 1 59.42 98.09 5,828.46
b. Skilled Laborer 2 59.42 71.10 8,449.45
c. Unskilled Laborer 4 59.42 54.90 13,048.52
Stripping
a. Construction Foreman 1 24.36 98.09 2,389.67
b. Unskilled Laborer 6 24.36 54.90 8,024.84
Sub - Total for A 37,740.95
Name and Capacity Quantity No. of Day/s Daily Rental Rate Amount (PhP)
B. Equipment

Minor Tools (10 % of Labor Cost) 3,774.09

Sub - Total for B 3,774.09

C. Total (A + B) 41,515.04
D. Output per Hour = 3.240 kg
E. Direct Unit Cost (C ÷ D) 215.64
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Ordinary Plywood 1/2 - 3 uses pcs 76.000 650.00 16,466.67

b. Good Lumber - 3 uses bd ft 2,906.847 45.00 130,808.13
c. Assorted Common Wire Nails kg 80.00 70.00 5,600.00
d. Consumables (5% of Materials Cost) 7,643.74

Sub - Total for F 160,518.54

G. Direct Unit Cost (C + F) 202,033.58
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 30,305.04
I. Contractor's Profit (CP) 10% of G 20,203.36
J. Value Added Tax (VAT) 5% of (G + H + I) 12,627.10
K. Total Unit Cost (G + H + I + J) 265,169.08
L. Unit Cost K/Quantity 1,377.36

PART B - Plain and Reinforced Concrete Works

 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1052(29) Micro Piles in Drilled Holes, 0.2m Ø (Ordinary Soil Condition)
Unit of Measurement : m
Output per hour : 3.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor
Installation
a. Construction Foreman 1 1.00 91.41 91.41
b. Skilled Laborer 5 1.00 66.06 330.30
c. Unskilled Laborer 6 1.00 50.86 305.16
Fabrication of Cage Bar
a. Construction Foreman 4 0.25 91.41 91.41
b. Unskilled Laborer 8 0.25 50.86 101.72
Sub - Total for A 920.00
Hourly Rental
Name and Capacity Quantity No. of Day/s Amount (PhP)
Rate
B. Equipment

a. Drill Rig, Mechanical Rotary 1 0.74 3,932.00 2,909.68

b. Truck Mounted Crane (25T) 1 0.95 1,631.00 1,549.45
c. Bar Bender 1 0.04 351.50 12.33
d. Bar Cutter 1 0.04 219.75 8.79
e. Bentonite Mixer 1 0.50 173.00 86.50
f. Bentonite Bin 1 0.50 280.00 140.00
g. Water Pump 1 0.50 123.38 61.69
h.Water Truck 1 0.50 2,450.00 1,225.00
i. Welding Machine 1 0.50 371.00 185.50
j. Tremie Pipe Set 1 0.24 320.00 76.80
k. SPT & Desanding Machine 1 0.24 559.00 134.16
l. Tower Light 1 0.50 543.50 271.75
m. Minor Tools (10% of Labor Cost) 92.00

Sub - Total for B 6,753.65

C. Total (A + B) 7,673.65
D. Output per Hour = 3.00 m.
E. Direct Unit Cost (C ÷ D) 2,557.88
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Ready Mix m3 0.033 3,285.00 36.11

b. Reinforced Steel Bar* kg 12.626 34.22 432.06
c. Welding Rod (1kg/2000kg of RSB) kg 0.006 86.36 0.52
d. Miscellaneous (3% of Materials, Bentonite & etc.) 14.06

Sub - Total for F 482.75

G. Direct Unit Cost (E + F) 3,040.63
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 364.88
I. Contractor's Profit (CP) 8% of G 243.25
J. Value Added Tax (VAT) 5% of (G + H + I) 182.44
K. Total Unit Cost (G + H + I + J) 3,831.20
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1000(1) Soil Poisoning

Unit of Measurement : L
Output per hour : 5.40

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 5.556 98.09 544.94

b. Skilled Laborer 1 5.556 71.10 395.00
c. Unskilled Laborer 2 5.556 54.90 610.00

Sub - Total for A 1,549.94

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 154.99

Sub - Total for B 154.99

C. Total (A + B) 1,704.94
D. Output per Hour = 5.40 L
E. Direct Unit Cost (C ÷ D) 170.49
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Soil Poisoning L 10.00 350.00 3,500.00

Sub - Total for F 3,500.00

G. Direct Unit Cost (C + F) 5,204.94
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 780.74
I. Contractor's Profit (CP) 10% of G 520.49
J. Value Added Tax (VAT) 5% of (G + H + I) 325.31
K. Total Unit Cost (G + H + I + J) 6,831.48
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Descrip : 1000(2) Wood Preservatives

Unit of Measure : L
Output per hour : 2.50

No. of
Designation No. of Hour/s Hourly Rate Amount (PhP)
Person/s
A. Labor

a. Construction Foreman 1 4.000 98.09 392.36

b. Skilled Laborer 1 4.000 71.10 284.40
c. Unskilled Laborer 2 4.000 54.90 439.20

Sub - Total for A 1,115.96

No of
Name and Capacity No. of Hour/s Hourly Rate Amount (PhP)
Unit/s
B. Equipment

Minor Tools (10% of Labor Cost) 111.60

Sub - Total for B 111.60

C. Total (A + B) 1,227.56
D. Output per Hour = 2.50 L
E. Direct Unit Cost (C ÷ D) 122.76
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Solignum L 10.00 330.00 3,300.00

Sub - Total for F 3,300.00

G. Direct Unit Cost (C + F) 4,527.56
H. Overhead, Contingencies & Miscellaneous (OCM 15% of G 679.13
I. Contractor's Profit (CP) 10% of G 452.76
J. Value Added Tax (VAT) 5% of (G + H + I) 282.97
K. Total Unit Cost (G + H + I + J) 5,942.42
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(5)a Catch Basin -Concrete

Unit of Measurement : Each
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 1 0.00 54.90 -

Sub - Total for A -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials
Set = 0
a. Concrete m3 0.00 3,475.00 -
b.Reinforcement kgs 0.00 48.00 -
c.Masonry m2 0.00 101.38 -
d. Finishing Works m2 0.00 84.25 -

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(8) Sewer Line Works

Unit of Measurement : LS
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 2 0.00 54.90 -

Sub - Total for A -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment
Minor Tools (10% of labor cost) -
Sub - Total for B -
C. Total (A + B) -
D. Output = 1
E. Direct Unit Cost (C ÷ D) -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Pipe 110mm x 3000mm PVC pc - 715.00 -

Pipe 63mm x 3000mm PVC pc - 350.00 -
P-trap 63mm PVC pc - 155.00 -
Tee 110mm x 63mm x 110mm PVC pc - 90.00 -
Elbow 110mm 1/4 bend pc - 90.00 -
Elbow 63mm 1/4 bend pc - 80.00 -
Wye 110mm x 110mm x 110mm PVC pc - 90.00 -
Wye 110mm x 63mm x 110mm PVC pc - 90.00 -
Tee tapped 40mm PVC pc - 90.00 -
Wye 63mm x 63mm x 63mm pc - 80.00 -
Tee 63mm x 63mm x 63mm PVC pc - 80.00 -
Elbow 110mm 1/8 bend PVC pc - 90.00 -
Cleanout 4" brass pc - 110.00 -
PVC cement, solvent 400cc pc - 145.00 -

p. Consumables (5% of Materials) -

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(9) Storm Drainage and Downspout

Unit of Measurement : LS
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 2 0.00 71.10 -
c. Unskilled Laborer 4 0.00 54.90 -

Sub - Total for A -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Minor Tools (10% of labor cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output = 1
E. Direct Unit Cost (C ÷ D) -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

-
a. PVC Drain Pipe, 100mm dia.x3m pcs 0.00 750.00 -
b. Roof Drain (Dome-type strainer) pcs 0.00 150.00 -
c.uPVC Sanitary Pipe, 75mm dia.x 3m, S-1000 lengths 0.00 390.00 -
d.Elbow, 75mm dia.-45 deg bend pcs 0.00 38.00 -
e. PVC solvent, 400cc cans 0.00 190.00 -
f. Consumables 5% -
-
Sub - Total for F -
G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(11) Septic Vault-CHB

Unit of Measurement : LS
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 40.00 98.09 -

b. Skilled Laborer 2 40.00 71.10 -
c. Unskilled Laborer 4 40.00 54.90 -

Sub - Total for A -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Portland Cement
Reinforcing Bars -
Water Proofing Cement (Sahara) -
100mm CHB -
150mm CHB -
-
-
-
-
-

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1002(4) Plumbing Fixtures

Unit of Measurement : LS
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 1 0.00 54.90 -

Sub - Total for A -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output = 1
E. Direct Unit Cost (C ÷ D) -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Water closet w/ Tank, elongated w/ Comp. Accessories set 3.00 8,500.00 25,500.00
Lavatory w/ comp. Accessories, soap & tissue Holder set 3.00 8,500.00 25,500.00
Urinal including fittings and acc set 0.00 4,800.00 -
Nipple 1/2" x 6 pc 0.00 150.00 -
Floor strainer SS/floor drain pcs 3.00 280.00 840.00
Coupling 1/2" pc 0.00 75.00 -
Escotcheon 1/2" pc 0.00 10.00 -
Towel bar pc 0.00 500.00 -
Bronze faucet 1/2" x 4" pc 0.00 190.00 -
gate valve 1/2" pc 0.00 450.00 -
gate valve 3/4" pc 0.00 450.00 -
Hand rail PWD set 0.00 4,500.00 -
.
Consumables 5% 2,592.00

Sub - Total for F 54,432.00

G. Direct Unit Cost (C + F) 54,432.00
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 8,164.80
I. Contractor's Profit (CP) 10% of G 5,443.20
J. Value Added Tax (VAT) 5% of (G + H + I) 3,402.00
K. Total Unit Cost (G + H + I + J) 71,442.00
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1002(27) Plumbing Works

Unit of Measurement : LS
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 2 0.00 54.90 -

Sub - Total for A -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output = 1
E. Direct Unit Cost (C ÷ D) -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Moldex blue pipe 1/2" x 10' pcs - 110.00 -

Moldex blue pipe 3/4" x 10' pcs - 125.00 -
moldex Elbow 1/2" pcs - 25.00 -
Moldex Tee 1/2 pcs - 25.00 -
PVC cement can - 145.00 -
PVC tee 3/4"x 1/2" pcs - 30.00 -
Tape Teflon roll - 16.00 -

k. Consumables (5% of Materials) -

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1003(9) Carpentry and Joinery Works-Blackboard

Unit of Measurement : LS
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Installation
a. Construction Foreman 1 0.00 98.09 -
b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 1 0.00 54.90 -

Sub - Total for A -

Daily Rental
Name and Capacity Quantity No. of Day/s Amount (PhP)
Rate
B. Equipment

Minor Tools (10 % of Labor Cost) -

Sub - Total for B -

C. Sub - Total for C (B ÷ Area) -
D. Output = 1.00 l.s.
E. Direct Unit Cost (A ÷ D) + C #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Blackboard set 0.000 5,000.00 -

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1004(2) Finishing Hardware

Unit of Measurement : LS
Output : 1.00

Designation No. of Person/s No. of Hour/s 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 Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Sub - Total for B

C. Total (A + B)
D. Output = 1.00 set
E. Direct Unit Cost (C ÷ D) -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Lockset set 0.00 1,200.00 -

a. Hinges
set 0.00 300.00 -

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1005(1) Casement Steel Window

Unit of Measurement : m2
Output per hour : 0.18

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 40.00 98.09 3,923.60

b. Skilled Laborer 1 40.00 71.10 2,844.00
c. Unskilled Laborer 1 40.00 54.90 2,196.00

Sub - Total for A 8,963.60

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Welding Machine 1 10.00 391.00 3,910.00

Minor Tools (10% of Labor Cost) 896.36

Sub - Total for B 4,806.36

C. Total (A + B) 13,769.96
D. Output per Hour = 1.6 m2
E. Direct Unit Cost (C ÷ D) 1912.49444444444
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Steel Casement Window m2 7.20 2,300.00 16,560.00

Sub - Total for F 16,560.00

G. Direct Unit Cost (E + F) 30,329.96
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 4,549.49
I. Contractor's Profit (CP) 10% of G 3,033.00
J. Value Added Tax (VAT) 5% of (G + H + I) 1,895.62
K. Total Unit Cost (G + H + I + J) 39,808.07

PART C - Finishing and other Civil Works

 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1005(5) Window Grills

Unit of Measurement : m2
Output per hour : 1.6

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 1 0.00 54.90 -

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Welding Machine 1 0.00 391.00 -

Minor Tools (10% of Labor Cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output per Hour = 1.6 m2
E. Direct Unit Cost (C ÷ D) #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. (12mmx12mm square) kg 0.00 49.00 -

25X4MM FLAT BAR kg 0.00 49.00 -
Metal paint gal 0.00 600.00 -
c. Consumables (3% of Materials Cost) -
AREA = 0 sq.m.

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -

PART C - Finishing and other Civil Works

 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1009(1)a Jalousie Window (Glass)

Unit of Measurement : m2
Output per hour : 0.27

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 1 0.00 54.90 -

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output per Hour = 0.27 m2
E. Direct Unit Cost (C ÷ D) #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Jalousie Window (Glass) m2 0.00 650.00 -

b. Consumables (3% of Materials Cost) -

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1010(1) Frames (Jambs, Sill, Head, Transoms and Mullions)
Unit of Measurement : set
Output : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 4.00 98.09

b. Skilled Laborer 1 4.00 71.10
c. Unskilled Laborer 1 4.00 54.90

Sub - Total for A

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate 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) 0
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Door Jambs set 1.00 1,800.00

d. panel door set 1.00 5,500.00

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1010(2)a Doors- Flush

Unit of Measurement : m2
Output : 0.32

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 1 0.00 54.90 -

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output per Hour = 0.32 m2
E. Direct Unit Cost (C ÷ D) #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Hollow Core Flush Door m2 0.00 1,350.00 -

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1010(2)b Doors- Wood Panel

Unit of Measurement : m2
Output : 0.36

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 1 0.00 54.90 -

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output per Hour = 0.36 m2
E. Direct Unit Cost (C ÷ D) #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Wooden Panel Door m2 0.00 2,400.00 -

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1013(2)a1 Fabricated Metal Roofing Accessory (Ridge Roll)-gauge 26

Unit of Measurement : m
Output per hour : 10.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 2.71 98.09 266.02

b. Skilled Laborer 1 2.71 71.10 192.82
c. Unskilled Laborer 1 2.71 54.90 148.89

Sub - Total for A 607.73

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 60.77

Sub - Total for B 60.77

C. Total (A + B) 668.51
D. Output per Hour = 10.00 m
E. Direct Unit Cost (C ÷ D) 24.65
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Ridge Roll m 28.48 200.00 5,695.20

b. Blind Rivets pc 515.28 2.00 1,030.56

Length = 27.12 m.

Sub - Total for F 6,725.76

G. Direct Unit Cost (C + F) 7,394.27
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 1,109.14
I. Contractor's Profit (CP) 10% of G 739.43
J. Value Added Tax (VAT) 5% of (G + H + I) 462.14
K. Total Unit Cost (G + H + I + J) 9,704.97
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1013(2)a2 Fabricated Metal Roofing Accessory (Flashing)-Gauge 26

Unit of Measurement : m
Output per hour : 10.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 3.74 98.09 366.95

b. Skilled Laborer 1 3.74 71.10 265.99
c. Unskilled Laborer 1 3.74 54.90 205.38

Sub - Total for A 838.32

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 83.83

Sub - Total for B 83.83

C. Total (A + B) 922.15
D. Output per Hour = 10.00 m
E. Direct Unit Cost (C ÷ D) 24.65
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Flashing m 39.28 245.00 9,623.72

b. Blind Rivets pc 710.79 2.00 1,421.58

Length = 37.41 m.

Sub - Total for F 11,045.30

G. Direct Unit Cost (C + F) 11,967.46
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 1,795.12
I. Contractor's Profit (CP) 10% of G 1,196.75
J. Value Added Tax (VAT) 5% of (G + H + I) 747.97
K. Total Unit Cost (G + H + I + J) 15,707.29
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1013(2)c Fabricated Metal Roofing Accessory (Gutter)

Unit of Measurement : m
Output per hour : 11.80

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 1.17 98.09 114.30

b. Skilled Laborer 1 1.17 71.10 82.85
c. Unskilled Laborer 1 1.17 54.90 63.97

Sub - Total for A 261.12

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 26.11

Sub - Total for B 26.11

C. Total (A + B) 287.23
D. Output per Hour = 11.80 m
E. Direct Unit Cost (C ÷ D) 20.8897457627119
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Gutter (0.6 mm) pcs 6.00 600.00 3,600.00

c. Blind Rivets pc 220.00 2.00 440.00
d. Consumables (3% of Materials Cost) 121.20
Length = 13.75 m.

Sub - Total for F 4,161.20

G. Direct Unit Cost (C + F) 4,448.43
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 667.27
I. Contractor's Profit (CP) 10% of G 444.84
J. Value Added Tax (VAT) 5% of (G + H + I) 278.03
K. Total Unit Cost (G + H + I + J) 5,838.57
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1018(2) Unglazed Tiles

Unit of Measurement : m2
Output per hour : 1.95

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 1.29 98.09 126.76

b. Skilled Laborer 5 1.29 71.10 459.42
c. Unskilled Laborer 5 1.29 54.90 354.74

Sub - Total for A 940.92

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 94.09

Sub - Total for B 94.09

C. Total (A + B) 1,035.01
D. Output per Hour = 1.95 m2
E. Direct Unit Cost (C ÷ D) 410.717435897436
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Unglazed Tiles (300x300mm) pcs 67.00 40.00 2,680.00

b. Cement bags 1.00 270.00 270.00
c. Sand m3 0.07 850.00 56.23
d. Tile Grout bags 1.00 70.00 70.00
e. Tile Adhesive (25 kg) bags 1.00 250.00 250.00
f. Consumable (3% of Materials Cost) 99.79
Area = 2.52 sq.m.
Sub - Total for F 3,426.01
G. Direct Unit Cost (C + F) 4,461.02
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 669.15
I. Contractor's Profit (CP) 10% of G 446.10
J. Value Added Tax (VAT) 5% of (G + H + I) 278.81
K. Total Unit Cost (G + H + I + J) 5,855.09
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1021(1)c Plain Cement Floor Finish with Floor Hardener
Unit of Measurement : m2
Output per hour : 5.95

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 7.06 98.09 692.40

b. Skilled Laborer 1 7.06 71.10 501.88
c. Unskilled Laborer 3 7.06 54.90 1,162.59

Sub - Total for A 2,356.87

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 235.69

Sub - Total for B 235.69

C. Total (A + B) 2,592.56
D. Output per Hour = 5.95 m2
E. Direct Unit Cost (C ÷ D) 61.7275630252101
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Cement bag 13.000 270.00 3,510.00

b. Sand m3 3.000 98.92 296.76
c. Floor Hardener bag 3.000 250.00 750.00
Area = 42 sq.m.

Sub - Total for F 4,556.76

G. Direct Unit Cost (C + F) 7,149.32
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 1,072.40
I. Contractor's Profit (CP) 10% of G 714.93
J. Value Added Tax (VAT) 5% of (G + H + I) 446.83
K. Total Unit Cost (G + H + I + J) 9,383.48
 FTB to RB 3.20 m NGL to FTB
RB 0.3 m FTB
HNET 2.90 m maykali
HNET
EXTERIOR:
RIGHT REAR
1.75 3.55 6.21 sq.m 4.25
2.75 3.55 9.76 sq.m
3.75 3.55 13.31 sq.m
29.29 sq.m

LEFT
1.75 3.55 6.21 sq.m
2.75 3.55 9.76 sq.m
3.75 3.55 13.31 sq.m
29.29 sq.m

INTERIOR

1.75 3.10 5 27.13 sq.m

2.75 3.10 5 42.63 sq.m
3.75 3.10 5 58.13 sq.m
2.25 3.10 5 34.88 sq.m
1.95 3.10 6 36.27 sq.m
199.02 sq.m

PARAPET WALL Total Area:

Area 59.6 sq.m 454.62

STAIR
Area 45.3 sq.m

RAMP
Area 1.6 sq.m
 0.7 m
0.25 m
0.2 m
0.65 m

3.55 6 90.53 sq.m

90.53 sq.m

For Plastering:

sq.m
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1032(1)b Painting Works (Wood)

Unit of Measurement : m2 Quantity 225.65 sq.m
Output per hour : 1.89

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 113.70 98.09 11,153.20

b. Skilled Laborer 2 113.70 71.10 16,168.67
c. Unskilled Laborer 1 113.70 54.90 6,242.33

Sub - Total for A 33,564.20

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 3,356.42

Sub - Total for B 3,356.42

C. Total (A + B) 36,920.62
D. Output per Hour = 1.89 m2
E. Direct Unit Cost (C ÷ D) 171.803703703704
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Glazzing Putty gal 11.00 550.00 6,050.00

b. Flat Wall Enamel gal 9.00 600.00 5,400.00
c. Enamel Quick Dry gal 9.00 600.00 5,400.00
d. Paint Thinner gal 3.00 260.00 780.00
f. Consumables (5% of Materials Cost) 881.50
Area = 214.9 sq.m.

Sub - Total for F 18,511.50

G. Direct Unit Cost (C + F) 55,432.12
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 8,314.82
I. Contractor's Profit (CP) 10% of G 5,543.21
J. Value Added Tax (VAT) 5% of (G + H + I) 3,464.51
K. Total Unit Cost (G + H + I + J) 72,754.65
L. Unit Cost K/Quantity 322.43
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1032(1)c Painting Works (Metal)

Unit of Measurement : m2
Output per hour : 2.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 72.77 98.09 7,137.52

b. Skilled Laborer 2 72.77 71.10 10,347.18
c. Unskilled Laborer 1 72.77 54.90 3,994.80

Sub - Total for A 21,479.50

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 2,147.95

Sub - Total for B 2,147.95

C. Total (A + B) 23,627.45
D. Output per Hour = 2.00 m2
E. Direct Unit Cost (C ÷ D) 162.35
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Red Oxide Primer gal 6.00 620.00 3,720.00

b. Enamel Paint gal 6.00 650.00 3,900.00
c. Paint thinner L 6.00 240.00 1,440.00
d. epoxy primer gal 6.00 750.00 4,500.00
Area = 145.53 sq.m.

Sub - Total for F 13,560.00

G. Direct Unit Cost (C + F) 37,187.45
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 5,578.12
I. Contractor's Profit (CP) 10% of G 3,718.75
J. Value Added Tax (VAT) 5% of (G + H + I) 2,324.22
K. Total Unit Cost (G + H + I + J) 48,808.53
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1038(1) Reflective Insulation

Unit of Measurement : m2
Output per hour : 5.56

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 26.97 98.09 2,645.25

b. Skilled Laborer 1 26.97 71.10 1,917.40
c. Unskilled Laborer 2 26.97 54.90 2,961.05

Sub - Total for A 7,523.70

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 752.37

Sub - Total for B 752.37

C. Total (A + B) 8,276.07
D. Output per Hour = 5.56 m2
E. Direct Unit Cost (C ÷ D) 55.1958633093525
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Reflective Insulation, 10 mm thk m2 149.940 135.00 20,241.90

b. Consumbles (5% of Materials Cost) 1,012.10
Area = 149.94 sq.m.

Sub - Total for F 21,254.00

G. Direct Unit Cost (C + F) 29,530.06
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 4,429.51
I. Contractor's Profit (CP) 10% of G 2,953.01
J. Value Added Tax (VAT) 5% of (G + H + I) 1,845.63
K. Total Unit Cost (G + H + I + J) 38,758.21
 FTB to RB 3.00 m NGL to FTB 0.4
RB 0.35 m FTB 0.35
HNET 2.65 m maykali 0.2
HNET 0.25
EXTERIOR:
RIGHT REAR
1.75 2.90 5.08 sq.m 4.25 2.90
2.75 2.90 7.98 sq.m
3.75 2.90 10.88 sq.m
23.93 sq.m

LEFT
1.75 2.90 5.08 sq.m RIGHT 23.93
2.75 2.90 7.98 sq.m LEFT 23.93
3.75 2.90 10.88 sq.m REAR 32.18
23.93 sq.m INTERIOR 70.97
parapet 31
15.55
INTERIOR 1.5
199.04
1.75 2.85 2 9.98 sq.m
2.75 2.85 2 15.68 sq.m
3.75 2.85 2 21.38 sq.m
2.25 2.85 2 12.83 sq.m
1.95 2.85 2 11.12 sq.m
70.97 sq.m

PARAPET WALL Total Area:

Area 31 sq.m 203.84 sq.m

STAIR
Area 15.55 sq.m

RAMP
Area 1.5 sq.m
m
m
m
m

3 36.97 sq.m

36.97 sq.m

4.08
0.72
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1046(2)a2 CHB Non-Load Bearing -150mm (including Reinforcing Steel)
Unit of Measurement : m2
Output per hour : 3.18

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 20.35 87.50 1,780.54

b. Skilled Laborer 3 20.35 68.75 4,196.99
c. Unskilled Laborer 4 20.35 50.00 4,069.81

Sub - Total for A 10,047.35

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. One-bagger mixer 1 20.35 172.00 3,500.04

Minor Tools (10% of Labor Cost) 1,004.73

Sub - Total for B 4,504.77

C. Total (A + B) 14,552.12
D. Output per Hour = 3.180 m2
E. Direct Unit Cost (C ÷ D) 224.882075471698
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 150 mm thk CHB (Non-Load Bearing) pc 842.00 20.00 16,840.00

b. Cement bag 98.00 270.00 26,460.00
c. Sand cu.m 3.00 1,000.00 3,000.00
d. Reinforcing Steel kg 210.00 49.00 10,290.00
e. #16 Tie wire kg 58.00 90.00 5,220.00
AREA = 64.71 sq.m.

Sub - Total for F 61,810.00

G. Direct Unit Cost (C + F) 76,362.12
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 11,454.32
I. Contractor's Profit (CP) 10% of G 7,636.21
J. Value Added Tax (VAT) 5% of (G + H + I) 4,772.63
K. Total Unit Cost (G + H + I + J) 100,225.28
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1004(2)g Hinges

Unit of Measurement : set
Output : 1.00

Designation No. of Person/s No. of Hour/s 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 Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Sub - Total for B

C. Total (A + B)
D. Output = 1.00 set
E. Direct Unit Cost (C ÷ D)
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Hinges
set 0.00 350.00 -

Sub - Total for F -

G. Direct Unit Cost (E + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G -
I. Contractor's Profit (CP) 8% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1003(9) Carpentry and Joinery Works

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Installation
a. Construction Foreman 1 36.00 91.41 3,290.76
b. Skilled Laborer 1 48.00 66.06 3,170.88
c. Unskilled Laborer 1 48.00 50.86 2,441.28

Sub - Total for A 8,902.92

Daily Rental
Name and Capacity Quantity No. of Day/s Amount (PhP)
Rate
B. Equipment

Minor Tools (10 % of Labor Cost) 890.29

Sub - Total for B 890.29

C. Sub - Total for C (B ÷ Area) 9,793.21
D. Output = 1.00 l.s.
E. Direct Unit Cost (A ÷ D) + C 9,793.21
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Blackboard set 12.000 3,100.00 37,200.00

Sub - Total for F 37,200.00

G. Direct Unit Cost (E + F) 46,993.21
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 5,639.19
I. Contractor's Profit (CP) 8% of G 3,759.46
J. Value Added Tax (VAT) 5% of (G + H + I) 2,819.59
K. Total Unit Cost (G + H + I + J) 59,211.45
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1003(9) Carpentry and Joinery Works

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Installation
a. Construction Foreman 1 30.00 91.41 2,742.30
b. Skilled Laborer 1 40.00 66.06 2,642.40
c. Unskilled Laborer 1 40.00 50.86 2,034.40

Sub - Total for A 7,419.10

Daily Rental
Name and Capacity Quantity No. of Day/s Amount (PhP)
Rate
B. Equipment

Minor Tools (10 % of Labor Cost) 741.91

Sub - Total for B 741.91

C. Sub - Total for C (B ÷ Area) 8,161.01
D. Output = 1.00 l.s.
E. Direct Unit Cost (A ÷ D) + C 8,161.01
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Blackboard set 10.000 3,100.00 31,000.00

Sub - Total for F 31,000.00

G. Direct Unit Cost (E + F) 39,161.01
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 4,699.32
I. Contractor's Profit (CP) 8% of G 3,132.88
J. Value Added Tax (VAT) 5% of (G + H + I) 2,349.66
K. Total Unit Cost (G + H + I + J) 49,342.87
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1003(9) Carpentry and Joinery Works

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Installation
a. Construction Foreman 1 24.00 91.41 2,193.84
b. Skilled Laborer 1 32.00 66.06 2,113.92
c. Unskilled Laborer 1 32.00 50.86 1,627.52

Sub - Total for A 5,935.28

Daily Rental
Name and Capacity Quantity No. of Day/s Amount (PhP)
Rate
B. Equipment

Minor Tools (10 % of Labor Cost) 593.53

Sub - Total for B 593.53

C. Sub - Total for C (B ÷ Area) 6,528.81
D. Output = 1.00 l.s.
E. Direct Unit Cost (A ÷ D) + C 6,528.81
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Blackboard set 8.000 3,100.00 24,800.00

Sub - Total for F 24,800.00

G. Direct Unit Cost (E + F) 31,328.81
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 3,759.46
I. Contractor's Profit (CP) 8% of G 2,506.30
J. Value Added Tax (VAT) 5% of (G + H + I) 1,879.73
K. Total Unit Cost (G + H + I + J) 39,474.30
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1003(9) Carpentry and Joinery Works

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Installation
a. Construction Foreman 1 18.00 91.41 1,645.38
b. Skilled Laborer 1 24.00 66.06 1,585.44
c. Unskilled Laborer 1 24.00 50.86 1,220.64

Sub - Total for A 4,451.46

Daily Rental
Name and Capacity Quantity No. of Day/s Amount (PhP)
Rate
B. Equipment

Minor Tools (10 % of Labor Cost) 445.15

Sub - Total for B 445.15

C. Sub - Total for C (B ÷ Area) 4,896.61
D. Output = 1.00 l.s.
E. Direct Unit Cost (A ÷ D) + C 4,896.61
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Blackboard set 6.000 3,100.00 18,600.00

Sub - Total for F 18,600.00

G. Direct Unit Cost (E + F) 23,496.61
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 2,819.59
I. Contractor's Profit (CP) 8% of G 1,879.73
J. Value Added Tax (VAT) 5% of (G + H + I) 1,409.80
K. Total Unit Cost (G + H + I + J) 29,605.72
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1003(9) Carpentry and Joinery Works

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Installation
a. Construction Foreman 1 6.00 91.41 548.46
b. Skilled Laborer 1 8.00 66.06 528.48
c. Unskilled Laborer 1 8.00 50.86 406.88

Sub - Total for A 1,483.82

Daily Rental
Name and Capacity Quantity No. of Day/s Amount (PhP)
Rate
B. Equipment

Minor Tools (10 % of Labor Cost) 148.38

Sub - Total for B 148.38

C. Sub - Total for C (B ÷ Area) 1,632.20
D. Output = 1.00 l.s.
E. Direct Unit Cost (A ÷ D) + C 1,632.20
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Blackboard set 2.000 3,100.00 6,200.00

Sub - Total for F 6,200.00

G. Direct Unit Cost (E + F) 7,832.20
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 939.86
I. Contractor's Profit (CP) 8% of G 626.58
J. Value Added Tax (VAT) 5% of (G + H + I) 469.93
K. Total Unit Cost (G + H + I + J) 9,868.57
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1044(2)c Folding Partition (Plastic)

Unit of Measurement : sq.m.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Installation
a. Construction Foreman 1 0.00 98.09 -
b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 1 0.00 54.90 -

Sub - Total for A -

Daily Rental
Name and Capacity Quantity No. of Day/s Amount (PhP)
Rate
B. Equipment

Minor Tools (10 % of Labor Cost) -

Sub - Total for B -

C. Sub - Total for C (B ÷ Area) -
D. Output = 1.00 l.s.
E. Direct Unit Cost (A ÷ D) + C -
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Accordion Partition (PVC) set 0.000 5,000.00 -

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1051(5) Metal Railing

Unit of Measurement : m
Output per hour : 6.255

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 2 0.00 54.90 -

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Welding Machine 1 0.00 391.00 -

b. Cutting Outfit 1 0.00 45.45 -
Minor Tools (10% of labor cost) -

LENGTH = 12 l.m.

Sub - Total for B -

C. Total (A + B) -
D. Output per Hour = 6.255 m
E. Direct Unit Cost (C ÷ D) #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 50 mm Ø G.I. Pipe pc 0.000 1,200.00 -

c. Welding Rod kg 0.000 120.00 -
d. Consumables (5% of material cost) -

LENGTH = 0 l.m.

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
TOP CHORD 10 1 10
BOTTOM CHORD 9.15 2 18.3
KING POST 1.5 1 1.5 29.8 97.744 130.32
VERTICALS 5.81 1 5.81
7.89 1 7.89
13.7 44.936 44.94
BD-FT

BD-FT
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1047(2)b Structural Steel - Purlins

Unit of Measurement : kg
Output per hour : 90.45

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 2 0.00 71.10 -
c. Unskilled Laborer 4 0.00 54.90 -

Sub - Total for A -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Welding Machine 2 0.00 371.00 -

Minor Tools (10% of Labor Cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output per Hour = 90.45 kg
E. Direct Unit Cost (C ÷ D) #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Structural Steel Purlins kg 0.00 70.00 -

b. Welding Rod kg 0.00 120.00 -

Weight = - kg

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1047(3)a Metal Structure Accessories (Bolts)

Unit of Measurement : Each
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 8.00 98.09 -

b. Skilled Laborer 1 8.00 71.10 -
c. Unskilled Laborer 1 8.00 54.90 -

Sub - Total for A -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output = 1 pc
E. Direct Unit Cost (C ÷ D) #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. High Tensile Anchor Bolts (16mm Ø x 300)- pc 0.00 250.00 -

STAINLESS 0.00
c. High Tensile Machine Bolts (12mmØ x 50)- pc 0.000 135.00 -
STAINLESS

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1047(3)c Metal Structure Accessories (Turnbuckle)

Unit of Measurement : Each
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 1 0.00 54.90 -

Sub - Total for A -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output = 1 pc
E. Direct Unit Cost (C ÷ D) #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Standard Turnbuckle 16mm pc 0.00 265.00 -

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1047(4) Metal Structure Accessories (Crossbracing)

Unit of Measurement : kg
Output per hour : 12.995

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 1 0.00 54.90 -

Sub - Total for A -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output per Hour = 12.995 kg
E. Direct Unit Cost (C ÷ D) #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Cross Bracing kg 0.00 70.00 -

Weight = - kg

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1047(6) Metal Structure Accessories (Steel Plates)

Unit of Measurement : kg
Output per hour : 12.995

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 1 0.00 54.90 -

Sub - Total for A -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output per Hour = 12.995 kg
E. Direct Unit Cost (C ÷ D) #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Steel Plates kg 0.00 70.00 -

Weight = - kg.

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1047(7)b Metal Structure Accessories (Sagrods)

Unit of Measurement : kg
Output : 12.995

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 0.00 98.09 -

b. Skilled Laborer 1 0.00 71.10 -
c. Unskilled Laborer 1 0.00 54.90 -

Sub - Total for A -

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) -

Sub - Total for B -

C. Total (A + B) -
D. Output per Hour = 12.995 kg
E. Direct Unit Cost (C ÷ D) #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Sagrod with nuts and washer kg 0.00 70.00 -

Weight = 0.00 kg

Sub - Total for F -

G. Direct Unit Cost (C + F) -
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G -
I. Contractor's Profit (CP) 10% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) -
K. Total Unit Cost (G + H + I + J) -
 BILL OF MATERIALS

ITEM D E S C R I P T I O N UNIT QUANTITY ESTIMATED COST OF WORKS

NO. UNIT COST

I PROJECT BILLBOARD/SIGN BOARD EACH 1.00 9,648.80 9,648.80

II HEALTH AND SAFETY LS ALL 40,293.83 40,293.83
III MOBILIZATION/DEMOBILIZATION LS ALL 37,662.74 37,662.74

I EARTHWORKS CU.M 95.49 474.03 45,265.12

II CONCRETE WORKS CU.M 52.04 17,622.11 917,054.60
III MASONRY WORKS SQ.M 262.10 825.77 216,434.32
IV PLASTERING WORKS SQ.M 436.76 195.97 85,591.80
V ROOFING LN.M 223.94 6,107.08 1,367,619.50
VI DOORS & WINDOWS SQ.M 39.16 5,906.19 231,286.40
VII PAINTING WORKS SQ.M 521.53 251.69 131,262.07
VIII TILES SQ.M 63.40 1,083.98 68,724.33
IX CEILING WORKS SQ.M 214.90 527.80 113,424.22
X ELECTRICAL WORKS L.S ALL 120,801.23 120,801.23
XI PLUMBING WORKS LS ALL 41,463.42 41,463.42
XII SANITARY WORKS LS ALL 87,182.68 87,182.68
XIII FURNITURES & FIXTURES UNIT 47.00 7,003.75 329,176.25
XIV CONSTRUCTION OF STEET LIGHT UNIT 9.00 17,310.46 155,794.14

3,998,685.45

PREPARED BY:

VINCENT M. JAVIER
VIN-JEFF CONSTRUCTION
Project Titl : CONSTRUCTION OF SANITARY LSNDFILL CATEGORY 1 (PHASE II)
Location : BGRY. DUNGEG, SANTA. TERESITA CAGAYAN
Amount : 4,000,000.00

CASH FLOW BY QUARTER AND PAYMENT SCHEDULE

WEIGHTED % 1ST QUARTER 2ND QUARTER 3RD QUARTER 4TH QUARTER
ACCOMPLISHMENT 100% 30% 20% 30% 20%
CASH FLOW 100% 1,199,605.64 799,737.09 1,199,605.64 799,737.09
CUMMULATIVE ACCOMPLISHMENT 100% 30% 50% 80% 100%
CUMMULATIVE CASH FLOW 100% 1,199,605.64 1,999,342.73 3,198,948.36 3,998,685.45

PREPARED BY:

VINCENT M. JAVIER
VIN-JEFF CONSTRUCTION
3,998,685.45
 EQUIPMENT UTILIZATION SCHEDULE
NAME 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90
One Bagger Mixer 1 1 1 1 1 1 1 1 1 1
Bar Bender 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Bar Cutter 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Welding Machine 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PREPARED BY:

VINCENT M. JAVIER
VIN-JEFF CONSTRUCTION
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : I. Project Billboard/ Sign Board

Unit of Measurement : EACH Quantity 1.00 EACH
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 6.50 98.09 637.59

b. Skilled Laborer 1 6.50 71.10 462.15
c. Unskilled Laborer 1 6.50 54.90 356.85

Sub - Total for A 1,456.59

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

145.66
Minor Tools (10% of labor cost)

Sub - Total for B 145.66

C. Total (A + B) 1,602.24
D. Output = 1 each
E. Direct Unit Cost (C ÷ D) 1,602.24
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 8' x 8' Tarpaulin ft2 64.00 45.00 2,880.00

b. Good Lumber (Frames) bd-ft 42.00 50.00 2,100.00
c. Assorted Common Working Nails kg 1.00 90.00 90.00
d. Plywood 1/4 x 4'x 8' pc 2.00 430.00 860.00

Sub - Total for F 5,930.00

G. Direct Unit Cost (C + F) 7,532.24
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 903.87
I. Contractor's Profit (CP) 10% of G 753.22
J. Value Added Tax (VAT) 5% of (G + H + I) 459.47
K. Total Unit Cost (G + H + I + J) 9,648.80
L. Unit Cost k/Quantity 9,648.80
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : II. Occupational Safety and Health Program

Unit of Measurement : LS Quantity ALL LS
Output per hour : 1.00

Designation No. of Person/s No. of Day/s Daily Rate Amount (PhP)

A. Labor

Health and Safety Practitioner

a. Safety Practitioner/ Officer (Part Time) 1 35.00 500.00 17,500.00

Sub - Total for A 17,500.00

Name and Capacity No of Unit/s No. of Months/s Monthly Rate Amount (PhP)
B. Equipment

Sub - Total for B

C. Total (A + B) 17,500.00
D. Output per Hour = 1 mo
E. Direct Unit Cost (C ÷ D) 17,500.00
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials
First Aid Kit l.s. 1.00 1,091.43 1,091.43

Personal Protective Equipment

a. Safety Helmet man-days 1100.00 0.25 275.00
b. Safety Shoes man-days 1100.00 2.77 3,047.00
c. Safety Gloves man-days 1100.00 7.67 8,437.00
d. Safety vest man-days 900.00 2.77 2,493.00

Use for the whole project duration

a. PPE Signage (4' x 8') set 1.00 506.37 506.37
b. Safety First (4' x 4' ) set 1.00 270.87 270.87
c. Warning Signs ( 2' x 3' ) sets 7 123.68 865.76
d. Caution Tape , 1000 ft roll 0.5 800.00 400.00
Note : Use for the whole project duration

Sub - Total for F 17,386.43

G. Direct Unit Cost (C + F) 34,886.43
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses of G
I. Contractor's Profit (CP) 10% of G 3,488.64
J. Value Added Tax (VAT) 5% of (G + H + I) 1,918.75
K. Total Unit Cost (G + H + I + J) 40,293.83
L. Unit Cost k/Quantity 40,293.83
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : III. Mobilization/Demobilization

Unit of Measurement : LS Quantity ALL LS
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Sub - Total for A -

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

35,869.28
a. Mobilization/ Demobilization (1% of Civil Works)

Sub - Total for B 35,869.28

C. Total (A + B) 35,869.28
D. Output = 1.00 l.s.
E. Direct Unit Cost (C ÷ D) 35,869.28
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

G. Direct Unit Cost (C + F) 35,869.28

H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0% of G -
I. Contractor's Profit (CP) 0% of G -
J. Value Added Tax (VAT) 5% of (G + H + I) 1,793.46
K. Total Unit Cost (G + H + I + J) 37,662.74
L. Unit Cost k/Quantity 37,662.74
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : I. EARTHWORKS

Unit of Measurement : CU.M Quantity 95.49 CU.M
Output per hour : 1.25

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 76.39 87.50 6,684.30

b. Skilled Laborer 1 76.39 68.75 5,251.95
c. Unskilled Laborer 4 76.39 50.00 15,278.40
.

Sub - Total for A 27,214.65

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 2,721.47

Sub - Total for B 2,721.47

C. Total (A + B) 29,936.12
D. Output per Hour = 20.00 m3
E. Direct Unit Cost (C ÷ D) 23,948.89
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Gravel Fill cu.m 7.00 550.00 3,850.00

Earth Fill cu.m 3.10 500.00 1,550.00

Sub - Total for F 5,400.00

G. Direct Unit Cost (C + F) 35,336.12
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 4,240.33
I. Contractor's Profit (CP) 10% of G 3,533.61
J. Value Added Tax (VAT) 5% of (G + H + I) 2,155.50
K. Total Unit Cost (G + H + I + J) 45,265.56
L. Unit Cost k/Quantity 474.03
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : II. CONCRETE WORKS

Unit of Measurement : CU.M Quantity 52.04 CU.M
Output per hour : 0.207

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 251.40 87.50 21,997.58

b. Skilled Laborer 2 251.40 68.75 34,567.63
b. Unskilled Laborer 4 251.40 50.00 50,280.19

Sub - Total for A 106,845.41

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. One Bagger Mixer 1 251.40 172.00 43,240.97

Minor Tools (10% of Labor Cost) 10,684.54

Sub - Total for B 53,925.51

C. Total (A + B) 160,770.92
D. Output per Hour = 0.357 m3
E. Direct Unit Cost (C ÷ D) 8,282.89
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Gravel m3 52.04 1,000.00 52,040.00

b. Sand m3 26.02 1,000.00 26,020.00
c. Portland Cement bags 520.00 270.00 140,400.00
d. Reinforcing Bars kgs 5,252.63 49.00 257,378.77
e. Tie Wires kgs 70.00 90.00 6,300.00
f. 1/2" Plywood pcs 23.00 650.00 14,950.00
g. Good Lumber bd.ft. 1,022.00 50.00 51,100.00
h. Common Wire Nails kgs 77.00 90.00 6,930.00

Sub - Total for F 555,118.77

G. Direct Unit Cost (C + F) 715,889.69
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 85,906.76
I. Contractor's Profit (CP) 10% of G 71,588.97
J. Value Added Tax (VAT) 5% of (G + H + I) 43,669.27
K. Total Unit Cost (G + H + I + J) 917,054.69
L. Unit Cost k/Quantity 17,622.11
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : III. MASONRY WORKS

Unit of Measurement : SQ.M Quantity 262.10 SQ.M
Output per hour : 4.725

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 55.47 87.50 4,853.70

b. Skilled Laborer 2 55.47 68.75 7,627.25
c. Unskilled Laborer 3 55.47 50.00 8,320.63

Sub - Total for A 20,801.59

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. One-bagger mixer 1 55.47 172.00 9,540.99

Minor Tools (10% of Labor Cost) 2,080.16

Sub - Total for B 11,621.15

C. Total (A + B) 32,422.74
D. Output per Hour = 3.825 m2
E. Direct Unit Cost (C ÷ D) 123.703703703704
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 100 mm thk CHB (Non-Load Bearing) pc 3,408.00 12.00 40,896.00

b. Cement bag 138.00 270.00 37,260.00
c. Sand cu.m 11.53 1,000.00 11,532.40
d. Reinforcing Steel kg 849.20 49.00 41,611.00
e. #16 Tie wire kg 13.11 90.00 1,179.45
AREA = 262.1 Sq.m.

Sub - Total for F 132,478.85

G. Direct Unit Cost (C + F) 164,901.59
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 15% of G 24,735.24
I. Contractor's Profit (CP) 10% of G 16,490.16
J. Value Added Tax (VAT) 5% of (G + H + I) 10,306.35
K. Total Cost (G + H + I + J) 216,433.33
L. Unit Cost K/Quantity 825.77
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : IV. PLASTERING WORKS

Unit of Measurement : SQ.M Quantity 436.76 SQ.M
Output per hour : 17.25

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 25.32 87.50 2,215.45

b. Skilled Laborer 4 25.32 68.75 6,962.84
c. Unskilled Laborer 4 25.32 50.00 5,063.88

Sub - Total for A 14,242.17

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 1,424.22

Sub - Total for B 1,424.22

C. Total (A + B) 15,666.39
D. Output per Hour = 7.125 m2
E. Direct Unit Cost (C ÷ D) 35.8695652173913
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Cement bag 145.000 270.00 39,150.00

b. Sand cu.m 12.000 1,000.00 12,000.00

AREA = 436.76 SQ.M.

Sub - Total for F 51,150.00

G. Direct Unit Cost (C + F) 66,816.39
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 8,017.97
I. Contractor's Profit (CP) 10% of G 6,681.64
J. Value Added Tax (VAT) 5% of (G + H + I) 4,075.80
K. Total Unit Cost (G + H + I + J) 85,591.80
L. Unit Cost K/Quantity 195.97
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : V. ROOFING

Unit of Measurement : LN.M 223.94 LN.M
Output per hour : 0.259

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 864.63 98.09 84,811.87

b. Skilled Laborer 1 864.63 71.10 61,475.42
c. Unskilled Laborer 2 864.63 54.90 94,936.73

Sub - Total for A 241,224.02

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 24,122.40

Sub - Total for B 24,122.40

C. Total (A + B) 265,346.42
D. Output per Hour = 2.076 m2
E. Direct Unit Cost (C ÷ D) 1,184.90
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Prepainted Metal Sheets ( Corrugated, Long

ln.m 235.14 400.00 94,054.80
Span,0.5mm thk)
tekscrew pcs 3,359 3.00 10,077.30
Rivets pcs 1,160 2.00 2,320.00
Side Flashing pcs 10 600.00 6,000.00
Gutter pcs 30 600.00 18,000.00
Steel Truss lot 1 671,820.00 671,820.00

Area = 223.94 sq.m.

Sub - Total for F 802,272.10

G. Direct Unit Cost (C + F) 1,067,618.52
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 128,114.22
I. Contractor's Profit (CP) 10% of G 106,761.85
J. Value Added Tax (VAT) 5% of (G + H + I) 65,124.73
K. Total Unit Cost (G + H + I + J) 1,367,619.32
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : VI. DOORS & WINDOWS

Unit of Measurement : SQ.M 39.16 SQ.M
Output

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 111.00 98.09 10,887.99

b. Skilled Laborer 1 111.00 71.10 7,892.10
c. Unskilled Laborer 1 111.00 54.90 6,093.90

Sub - Total for A 24,873.99

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 2,487.40

Sub - Total for B 2,487.40

C. Total (A + B) 27,361.39
D. Output = 1 set
E. Direct Unit Cost (C ÷ D) 27361.389
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Aluminum. Door w/ Glass pcs 1.00 9,500.00 9,500.00

Alumnum, Sliding Window pcs 5.00 6,000.00 30,000.00
Aluminum, Casement Window pcs 2.00 5,520.00 11,040.00
PVC Door unit 2.00 3,500.00 7,000.00
Awning Window unit 2.00 4,000.00 8,000.00
Wiremesh 3.00 650.00 1,950.00
Tubular 6.00 2,950.00 17,700.00
Steel Louver Window set 2.00 3,750.00 7,500.00
Steel Door set 2.00 9,000.00 18,000.00
Flush Door set 1.00 6,500.00 6,500.00
Panel Door set 2 18,000.00 36,000.00

Sub - Total for F 153,190.00

G. Direct Unit Cost (C + F) 180,551.39
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 21,666.17
I. Contractor's Profit (CP) 10% of G 18,055.14
J. Value Added Tax (VAT) 5% of (G + H + I) 11,013.63
K. Total Unit Cost (G + H + I + J) 231,286.33
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : VII. PLASTERING WORKS

Unit of Measurement : SQ.M Quantity 521.53 SQ.M
Output per hour : 13.55

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 38.49 98.09 3,775.42

b. Skilled Laborer 3 38.49 71.10 8,209.77
c. Unskilled Laborer 2 38.49 54.90 4,226.13

Sub - Total for A 16,211.31

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 1,621.13

Sub - Total for B 1,621.13

C. Total (A + B) 17,832.44
D. Output per Hour = 2.10 m2
E. Direct Unit Cost (C ÷ D) 34.19
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials
Area = 521.53 sq.m.

Neutralizer gal 40.00 412.70 16,508.00

Concrete Primer/Sealer gal 21.00 644.00 13,524.00
Patching Compound gal 25.00 550.00 13,750.00
Semi Gloss gal 40.00 620.00 24,800.00
Glazing Putty gal 7.00 550.00 3,850.00
Flat Wall enamel gal 8.00 550.00 4,400.00
QDE pcs 8.00 543.00 4,344.00
Paint Brush pcs 10.00 120.00 1,200.00
Paint Roller gal 10.00 180.00 1,800.00
Thinner 2.00 230.00 460.00

Sub - Total for F 84,636.00

G. Direct Unit Cost (C + F) 102,468.44
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 12,296.21
I. Contractor's Profit (CP) 10% of G 10,246.84
J. Value Added Tax (VAT) 5% of (G + H + I) 6,250.57
K. Total Unit Cost (G + H + I + J) 131,262.07
L. Unit Cost K/Quantity 251.69
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : VIII TILES

Unit of Measurement : SQ.M 63.40 SQ.M
Output per hour : 1.365

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 46.45 98.09 4,555.98

b. Skilled Laborer 1 46.45 71.10 3,302.37
c. Unskilled Laborer 1 46.45 54.90 2,549.93

Sub - Total for A 10,408.28

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Sub - Total for B -

C. Total (A + B) 10,408.28
D. Output per Hour = 1.365 m2
E. Direct Unit Cost (C ÷ D) 164.168498168498
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Glazed Tiles(400x400mm) pcs 396.000 90.00 35,640.00

b. Cement bags 21.000 270.00 5,670.00
c. Sand m3 1.664 98.92 164.63
d. Tile Grout bags 4.000 65.00 260.00
e. Tile Adhesive (25 kg) bags 10 240.00 2,400.00

Area = 63.4 sq.m.

Sub - Total for F 44,134.63
G. Direct Unit Cost (C + F) 54,542.91
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 6,545.15
I. Contractor's Profit (CP) 8% of G 4,363.43
J. Value Added Tax (VAT) 5% of (G + H + I) 3,272.57
K. Total Unit Cost (G + H + I + J) 68,724.07
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : IX CEILING WORKS

Unit of Measurement : SQ. Quantity 214.90 SQ.M
Output per hour : 3.2

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 67.16 98.09 6,587.36

b. Skilled Laborer 1 67.16 71.10 4,774.81
c. Unskilled Laborer 2 67.16 54.90 7,373.76

Sub - Total for A 18,735.92

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 1,873.59

Sub - Total for B 1,873.59

C. Total (A + B) 20,609.51
D. Output per Hour = 1.243 m2
E. Direct Unit Cost (C ÷ D) 95.9028125
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 6mm Marine Plywood pcs 68.000 430.00 29,240.00

b. Good Lomber bd-ft 726.000 50.00 36,300.00
c. Assorted Nails pc 43.000 90.00 3,870.00

Area = 214.9 sq.m.

Sub - Total for F 69,410.00

G. Direct Unit Cost (C + F) 90,019.51
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 10,802.34
I. Contractor's Profit (CP) 8% of G 7,201.56
J. Value Added Tax (VAT) 5% of (G + H + I) 5,401.17
K. Total Unit Cost (G + H + I + J) 113,424.59
L. K/Quantity 527.80
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : X. ELECTRICAL WORKS

Unit of Measurement : L.S ALL L.S
Output per hour : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 111.00 98.09 10,887.99

b. Skilled Laborer 1 111.00 71.10 7,892.10
c. Unskilled Laborer 1 111.00 54.90 6,093.90

Sub - Total for A 24,873.99

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

C. Total (A + B) 24,873.99
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 24,873.99
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

71,000.00 71,000.00

Sub - Total for F 71,000.00

G. Direct Unit Cost (C + F) 95,873.99
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 11,504.88
I. Contractor's Profit (CP) 8% of G 7,669.92
J. Value Added Tax (VAT) 5% of (G + H + I) 5,752.44
K. Total Unit Cost (G + H + I + J) 120,801.23

PART D - Electrical Works

 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : XI. PLUMBING WORKS

Unit of Measurement : LS ALL LS
Output per hour : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 25.00 98.09 2,452.25

b. Skilled Laborer 1 25.00 71.10 1,777.50
c. Unskilled Laborer 1 25.00 54.90 1,372.50

Sub - Total for A 5,602.25

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 560.23

Sub - Total for B 560.23

C. Total (A + B) 6,162.48
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 6,162.48
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

4" pvc pipe pcs 4.00 650.00 2,600.00

4" elbow pcs 7.00 155.00 1,085.00
4" clean out w/ plug pcs 2.00 150.00 300.00
4" x 2" reducer tee pcs 1.00 60.00 60.00
4" x 2" reducer yee pcs 4.00 60.00 240.00
4" wye pcs 2.00 90.00 180.00
2" pvc pipe pcs 3.00 300.00 900.00
2" elbow pcs 6.00 45.00 270.00
Solvent can 2.00 80.00 160.00
Floor Drain pcs 3.00 150.00 450.00
water Closet set 2.00 6,000.00 12,000.00
Lavatory set 2.00 3,000.00 6,000.00
water Line lot 1.00 2,500.00 2,500.00

Sub - Total for F 26,745.00

G. Direct Unit Cost (C + F) 32,907.48
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 3,948.90
I. Contractor's Profit (CP) 8% of G 2,632.60
J. Value Added Tax (VAT) 5% of (G + H + I) 1,974.45
K. Total Unit Cost (G + H + I + J) 41,463.42

PART D - Electrical Works

 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : XII. SANITARY WORKS

Unit of Measurement : LS ALL LS
Output per hour : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Skilled Laborer 4 54.00 71.10 15,357.60

Sub - Total for A 15,357.60

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Sub - Total for B 0.00

C. Total (A + B) 15,357.60
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 15,357.60
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Well Casing 36.00 250.00 9,000.00

Well Cover 1.00 250.00 250.00
1" pvc pipe 5.00 145.00 725.00
2hp motorized pump w/ pressured tank 1.00 18,000.00 18,000.00
water tank 1000L 1.00 18,550.00 18,550.00
3/4" pvc pipe 30.00 115.00 3,450.00
1/2 pvc pipe 10.00 100.00 1,000.00
3/4 reducer 2.00 45.00 90.00
elbow 5.00 45.00 225.00
foot valve 1.00 600.00 600.00
pvc cement 1.00 120.00 120.00
pressure gauge 1.00 350.00 350.00
pressure switch 1.00 550.00 550.00
adaptor 2.00 100.00 200.00
gate valve 2.00 250.00 500.00
Union Patente 2.00 45.00 90.00
tee 1.00 45.00 45.00
PTFE seal tape 3.00 30.00 90.00
Sub - Total for F 53,835.00
G. Direct Unit Cost (C + F) 69,192.60
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 8,303.11
I. Contractor's Profit (CP) 8% of G 5,535.41
J. Value Added Tax (VAT) 5% of (G + H + I) 4,151.56
K. Total Unit Cost (G + H + I + J) 87,182.68

PART D - Electrical Works

 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description XIII. Lighting Fixtures

Unit of Measurement : UNIT 47 UNIT
Output per hour : 0.394

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 119.29 98.09 11,701.09

b. Skilled Laborer 2 119.29 71.10 16,962.94
c. Unskilled Laborer 4 119.29 54.90 26,195.94

Sub - Total for A 54,859.97

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 5,486.00

Sub - Total for B 5,486.00

C. Total (A + B) 60,345.97
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 153,162.37
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Wood bed frame unit 1.00 4,500.00 4,500.00

ceiling fan unit 1.00 1,700.00 1,700.00
water dispencer unit 1.00 3,000.00 3,000.00
Drawer unit 1.00 3,000.00 3,000.00
Chair unit 1.00 500.00 500.00
Uratex foam unit 1.00 3,000.00 3,000.00
Pillow unit 1.00 300.00 300.00
Blanket unit 1.00 350.00 350.00
Hazardous Waste Storage Facility lot 1.00 155,755.00 155,755.00
Admin Building lot 1.00 28,800.00 28,800.00

Sub - Total for F 200,905.00

G. Direct Unit Cost (C + F) 261,250.97
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 31,350.12
I. Contractor's Profit (CP) 8% of G 20,900.08
J. Value Added Tax (VAT) 5% of (G + H + I) 15,675.06
K. Total Unit Cost (G + H + I + J) 329,176.22

PART D - Electrical Works

 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1010(4) Wooden Doors

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 290.00 91.41 26,508.90

b. Skilled Laborer 1 290.00 66.06 19,157.40
c. Unskilled Laborer 1 290.00 50.86 14,749.40

Sub - Total for A 60,415.70

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 6,041.57

Sub - Total for B 6,041.57

C. Total (A + B) 66,457.27
D. Output per Hour = 1 l.s.
E. Direct Unit Cost (C ÷ D) 66,457.27
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Wood Panel Doors m2 51.84 4,478.57 232,169.07

b. Hallow Core Flush Door m2 18.27 890.71 16,273.27
c. Door Frames set 43.00 2,000.00 86,000.00
d. Bar Door m2 5.76 890.71 5,130.49
d. Consumbale (5% of Material Cost of Door 4,300.00
Frames)

Sub - Total for F 343,872.83

G. Direct Unit Cost (E + F) 410,330.10
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 49,239.61
I. Contractor's Profit (CP) 8% of G 32,826.41
J. Value Added Tax (VAT) 5% of (G + H + I) 24,619.81
K. Total Unit Cost (G + H + I + J) 517,015.93
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1010(4) Wooden Doors

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 260.00 91.41 23,766.60

b. Skilled Laborer 1 260.00 66.06 17,175.60
c. Unskilled Laborer 1 260.00 50.86 13,223.60

Sub - Total for A 54,165.80

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 5,416.58

Sub - Total for B 5,416.58

C. Total (A + B) 59,582.38
D. Output per Hour = 1 l.s.
E. Direct Unit Cost (C ÷ D) 59,582.38
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Wood Panel Doors m2 43.20 4,478.57 193,474.22

b. Hallow Core Flush Door m2 18.27 890.71 16,273.27
c. Door Frames set 39.00 2,000.00 78,000.00
d. Bar door m2 5.76 890.71 5,130.49
e. Consumbale (5% of Material Cost of Door 3,900.00
Frames)

Sub - Total for F 296,777.99

G. Direct Unit Cost (E + F) 356,360.37
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 42,763.24
I. Contractor's Profit (CP) 8% of G 28,508.83
J. Value Added Tax (VAT) 5% of (G + H + I) 21,381.62
K. Total Unit Cost (G + H + I + J) 449,014.06
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1010(4) Wooden Doors

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 230.00 91.41 21,024.30

b. Skilled Laborer 1 230.00 66.06 15,193.80
c. Unskilled Laborer 1 230.00 50.86 11,697.80

Sub - Total for A 47,915.90

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 4,791.59

Sub - Total for B 4,791.59

C. Total (A + B) 52,707.49
D. Output per Hour = 1 l.s.
E. Direct Unit Cost (C ÷ D) 52,707.49
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Wood Panel Doors m2 34.56 4,478.57 154,779.38

b. Hallow Core Flush Door m2 18.27 890.71 16,273.27
c. Door Frames set 35.00 2,000.00 70,000.00
d. Bar Door m2 5.76 890.71 5,130.49
e. Consumbale (5% of Material Cost of Door 3,500.00
Frames)

Sub - Total for F 249,683.14

G. Direct Unit Cost (E + F) 302,390.63
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 36,286.88
I. Contractor's Profit (CP) 8% of G 24,191.25
J. Value Added Tax (VAT) 5% of (G + H + I) 18,143.44
K. Total Unit Cost (G + H + I + J) 381,012.19
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1010(4) Wooden Doors

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 150.00 91.41 13,711.50

b. Skilled Laborer 1 150.00 66.06 9,909.00
c. Unskilled Laborer 1 150.00 50.86 7,629.00

Sub - Total for A 31,249.50

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 3,124.95

Sub - Total for B 3,124.95

C. Total (A + B) 34,374.45
D. Output per Hour = 1 l.s.
E. Direct Unit Cost (C ÷ D) 34,374.45
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Wood Panel Doors m2 25.92 4,478.57 116,084.53

b. Hallow Core Flush Door m2 11.76 890.71 10,474.75
c. Door Frames set 24.00 2,000.00 48,000.00
d. Bar Door m2 3.60 890.71 3,206.56
d. Consumbale (5% of Material Cost of Door 2,400.00
Frames)

Sub - Total for F 180,165.84

G. Direct Unit Cost (E + F) 214,540.29
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 25,744.83
I. Contractor's Profit (CP) 8% of G 17,163.22
J. Value Added Tax (VAT) 5% of (G + H + I) 12,872.42
K. Total Unit Cost (G + H + I + J) 270,320.77
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1010(4) Wooden Doors

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 85.00 91.41 7,769.85

b. Skilled Laborer 1 85.00 66.06 5,615.10
c. Unskilled Laborer 1 85.00 50.86 4,323.10

Sub - Total for A 17,708.05

Name and Capacity No of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 1,770.81

Sub - Total for B 1,770.81

C. Total (A + B) 19,478.86
D. Output per Hour = 1 l.s.
E. Direct Unit Cost (C ÷ D) 19,478.86
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Wood Panel Doors m2 8.64 4,478.57 38,694.84

b. Hallow Core Flush Door m2 11.76 890.71 10,474.75
c. Door Frames set 16.00 2,000.00 32,000.00
d. Bar Door m2 3.60 890.71 3,206.56
e. Consumbale (5% of Material Cost of Door 1,600.00
Frames)

Sub - Total for F 85,976.15

G. Direct Unit Cost (E + F) 105,455.01
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 12,654.60
I. Contractor's Profit (CP) 8% of G 8,436.40
J. Value Added Tax (VAT) 5% of (G + H + I) 6,327.30
K. Total Unit Cost (G + H + I + J) 132,873.31
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(8) Sewer Line Works

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 13.25 91.41 1,211.18

b. Skilled Laborer 1 13.25 66.06 875.30
c. Unskilled Laborer 2 13.25 50.86 1,347.79

Sub - Total for A 3,434.27

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment
Minor Tools (10% of labor cost) 343.43
Sub - Total for B 343.43
C. Total (A + B) 3,777.69
D. Output = 1
E. Direct Unit Cost (C ÷ D) 3,777.69
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. uPVC pipe, 100mm dia.x3m, S-1000 lengths 9.00 715.00 6,435.00

b. uPVC pipe, 75mm dia.x3m, S-1000 lengths 2.00 390.00 780.00
c. uPVC, 50mm dia.x3m, S-1000 (Vent) lengths 14.00 190.00 2,660.00
d. Elbow, 100mm dia-90 degr bend pcs 9.00 81.00 729.00
e. Elbow, 50mm dia-90 deg bend pcs 4.00 26.00 104.00
f.Wye, 100mm dia. pcs 6.00 126.00 756.00
g. Wye Reducer, 100mm dia.-75mm dia pcs 1.00 120.00 120.00
h. Wye Reducer, 100mm dia.-50mm dia. pcs 9.00 100.00 900.00
i. uPVC Tee 100mm dia.x 100mm dia. pcs 4.00 135.00 540.00
j. uPVC Tee 50mm dia.x50mm dia. pcs 11.00 37.00 407.00
k.uPVC Tee Reducer, 75mm dia.x 50mm dia. pcs 1.00 94.00 94.00
l. Clean out with cover, 100mm dia. pcs 9.00 59.00 531.00
m. Clean out with cover, 75mm dia. pcs 1.00 36.00 36.00
n. uPVC P-trap, 50mm dia. pcs 20.00 107.00 2,140.00
o. PVC cement can 5.00 190.00 950.00
p. Consumables (5% of Materials) 493.75

Sub - Total for F 17,675.75

G. Direct Unit Cost (E + F) 21,453.44
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 2,574.41
I. Contractor's Profit (CP) 8% of G 1,716.28
J. Value Added Tax (VAT) 5% of (G + H + I) 1,287.21
K. Total Unit Cost (G + H + I + J) 27,031.34
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1002(6) Waterline Works

Unit of Measurement : pc
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 4.75 91.41 434.20

b. Skilled Laborer 1 4.75 66.06 313.79
c. Unskilled Laborer 2 4.75 50.86 483.17

Sub - Total for A 1,231.15

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 123.12

Sub - Total for B 123.12

C. Total (A + B) 1,354.27
D. Output = 1
E. Direct Unit Cost (C ÷ D) 1,354.27
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. PPRC Pipe, 32mm dia. X 4m, PN 16 length 4.00 736.28 2,945.12

b. PPRC Pipe, 25mm dia. X 4m, PN 16 length 2.00 425.92 851.84
c. PPRC Pipe, 20mm dia. X 4m, PN 16 length 5.00 275.50 1,377.50
d. PP-R Coupling Reducer 32x25mm dia. pcs 2.00 15.80 31.60
e.PP-R Coupling Reducer 32x20mm dia. pcs 5.00 14.22 71.10
f.PP-R Elbow 25mm dia.-90 deg pcs 1.00 20.54 20.54
g. PP-R Elbow 20mm dia.- 90 deg pcs 4.00 12.64 50.56
h.PP-R Tee 20mm dia. pcs 5.00 14.80 74.00
i. PPR-Tee Reducer 32x20mm dia. pcs 2.00 32.52 65.04
j.PPR-Tee Reducer 25x20mm dia. pcs 2.00 26.86 53.72
k. Consumables (5% of Materials) 258.72

Sub - Total for F 5,799.74

G. Direct Unit Cost (E + F) 7,154.01
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 858.48
I. Contractor's Profit (CP) 8% of G 572.32
J. Value Added Tax (VAT) 5% of (G + H + I) 429.24
K. Total Unit Cost (G + H + I + J) 9,014.05
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(9) Storm Drainage and Downspout

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 26.00 91.41 2,376.66

b. Skilled Laborer 2 26.00 66.06 3,435.12
c. Unskilled Laborer 4 26.00 50.86 5,289.44

Sub - Total for A 11,101.22

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Minor Tools (10% of labor cost) 1,110.12

b. Plate Compactor (5hp) 1 0.00 123.00 -

Sub - Total for B 1,110.12

C. Total (A + B) 12,211.34
D. Output = 1
E. Direct Unit Cost (C ÷ D) 12,211.34
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. uPVC Drain Pipe, 150mm dia.x3m pcs 15.00 1,975.29 29,629.35

b. Roof Drain (Dome-type strainer) pcs 8.00 1,500.00 12,000.00
c.uPVC Sanitary Pipe, 75mm dia.x 3m, S-1000 lengths 20.00 390.00 7,800.00
d.Elbow, 75mm dia.-45 deg bend pcs 18.00 38.00 684.00
e. PVC solvent, 400cc cans 2.00 190.00 380.00
f. Consumables 5% 2,524.67

Sub - Total for F 53,018.02

G. Direct Unit Cost (E + F) 65,229.36
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 7,827.52
I. Contractor's Profit (CP) 8% of G 5,218.35
J. Value Added Tax (VAT) 5% of (G + H + I) 3,913.76
K. Total Unit Cost (G + H + I + J) 82,188.99
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1002(5) Sanitary/Plumbing Fixtures

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 80.75 91.41 7,381.36

b. Skilled Laborer 1 80.75 66.06 5,334.35
c. Unskilled Laborer 1 80.75 50.86 4,106.95

Sub - Total for A 16,822.65

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 1,682.26

Sub - Total for B 1,682.26

C. Total (A + B) 18,504.91
D. Output = 1
E. Direct Unit Cost (C ÷ D) 18,504.91
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Water Closet complete w/ fittings & accs. sets 6.00 6,850.00 41,100.00
b. Urinal sets 2.00 4,800.00 9,600.00
c. Concrete Counter Sink (1 Faucet) sets 3.00 2,895.00 8,685.00
d. Concrete Counter Sink (3 Faucet) sets 1.00 6,028.00 6,028.00
e. Wall Hung Lavatory, complete w/ fittings & accs. sets 1.00 6,500.00 6,500.00
f. Gate Valve, 32mm dia pcs 2.00 627.00 1,254.00
g. Gate Valve 20mm dia pcs 2.00 330.00 660.00
h. Gate Valve, 50mm dia pcs 2.00 980.00 1,960.00
i. Check Valve, 50mm dia. pcs 1.00 954.00 954.00
k.S.S. Floor Drain 4'x4'' pcs 20.00 280.00 5,600.00
l. Mirror m2 12.00 5,379.20 64,550.40
m. Handrail (PWD) sets 1.00 4,500.00 4,500.00
n. Faucet, Hose Bibb, Brass 12mm dia. pcs 6.00 165.00 990.00
o. Consumables (5% of Materials) 7,619.07

Sub - Total for F 160,000.47

G. Direct Unit Cost (E + F) 178,505.38
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 21,420.65
I. Contractor's Profit (CP) 8% of G 14,280.43
J. Value Added Tax (VAT) 5% of (G + H + I) 10,710.32
K. Total Unit Cost (G + H + I + J) 224,916.78
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1202(24) Fire Extinguisher (10 lbs.) 2CL

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 84.25 91.41 7,701.29

b. Skilled Laborer 2 84.25 66.06 11,131.11
c. Unskilled Laborer 4 84.25 50.86 17,139.82

Sub - Total for A 35,972.22

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 3,597.22

Sub - Total for B 3,597.22

C. Total (A + B) 39,569.44
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 39,569.44
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. B.I. Pipe 65mm dia lm 20.00 708.00 14,160.00

b. Fittings (Elbow, Tee, Reducer, etc) l.s. 1.00 1,416.00 1,416.00
c. Fire Extinguisher, 10 lbs Capacity, Wall set 2.00 6,825.00 13,650.00
Mounted, HCFC 123
d. Overhead Water Tank 2000 US Gal unit 1.00 167,000.00 167,000.00
f. Concrete m³ 15.45 3,475.00 53,688.75
g. Rebar kg 648.90 31.00 20,115.90
h. Plaster Finish m² 66.00 84.25 5,560.50
i. Cement Based Waterproofing bag 159.00 45.00 7,155.00
j. .60 x .60 Manhole ea 2.00 21,000.00 42,000.00
k. End-Suction Centrifugal Water Pump, TDH 9m,
0.5HP, 60GPM unit 2.00 23,500.00 47,000.00

Sub - Total for F 371,746.15

G. Direct Unit Cost (E + F) 411,315.59
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 49,357.87
I. Contractor's Profit (CP) 8% of G 32,905.25
J. Value Added Tax (VAT) 5% of (G + H + I) 24,678.94
K. Total Unit Cost (G + H + I + J) 518,257.65

* Please Check the Summation of Sub-Total A, B,

and F
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : SPL-3 Septic Vault Type E

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 17.75 91.41 1,622.53

b. Skilled Laborer 2 17.75 66.06 2,345.13
c. Unskilled Laborer 4 17.75 50.86 3,611.06

Sub - Total for A 7,578.72

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 757.87

Sub - Total for B 757.87

C. Total (A + B) 8,336.59
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 8,336.59
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Concrete m3 3.11 3,475.00 10,807.25

b. Reinforcement Steel Bars kgs 405.02 31.00 12,555.62
c. Plaster Finish m2 41.10 84.25 3,462.68
d. Cement-Base Waterproofing-Sahara bags 100.00 45.00 4,500.00
e.6" CHB m2 4.00 122.50 490.00
f. 4"CHB m2 2.00 101.38 202.75
-
-

Sub - Total for F 32,018.30

G. Direct Unit Cost (E + F) 40,354.88
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 4,842.59
I. Contractor's Profit (CP) 8% of G 3,228.39
J. Value Added Tax (VAT) 5% of (G + H + I) 2,421.29
K. Total Unit Cost (G + H + I + J) 50,847.15
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(6)b1 Catch Basin -1

Unit of Measurement : ea
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 1.00 91.41 91.41

b. Skilled Laborer 1 1.00 66.06 66.06
c. Unskilled Laborer 1 1.00 50.86 50.86

Sub - Total for A 208.33

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 20.83

Sub - Total for B 20.83

C. Total (A + B) 229.16
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 229.16
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Concrete m3 0.07 3,475.00 243.25

b.Reinforcement kgs 8.63 31.00 267.53
c.Masonry m2 0.80 101.38 81.10
d. Finishing Works m2 0.18 84.25 14.83
-

Sub - Total for F 606.71

G. Direct Unit Cost (E + F) 835.87
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 100.30
I. Contractor's Profit (CP) 8% of G 66.87
J. Value Added Tax (VAT) 5% of (G + H + I) 50.15
K. Total Unit Cost (G + H + I + J) 1,053.20
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(8) Sewer Line Works

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 15.00 91.41 1,371.15

b. Skilled Laborer 1 15.00 66.06 990.90
c. Unskilled Laborer 2 15.00 50.86 1,525.80

Sub - Total for A 3,887.85

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment
Minor Tools (10% of labor cost) 388.79

Sub - Total for B 388.79

C. Total (A + B) 4,276.64
D. Output = 1
E. Direct Unit Cost (C ÷ D) 4,276.64
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. uPVC pipe, 100mm dia.x3m, S-1000 lengths 9.00 715.00 6,435.00

b. uPVC pipe, 75mm dia.x3m, S-1000 lengths 2.00 390.00 780.00
c. uPVC, 50mm dia.x3m, S-1000 (Vent) lengths 14.00 190.00 2,660.00
d. Elbow, 100mm dia-90 degr bend pcs 9.00 81.00 729.00
e. Elbow, 50mm dia-90 deg bend pcs 4.00 26.00 104.00
f.Wye, 100mm dia. pcs 6.00 126.00 756.00
g. Wye Reducer, 100mm dia.-75mm dia pcs 1.00 120.00 120.00
h. Wye Reducer, 100mm dia.-50mm dia. pcs 9.00 100.00 900.00
i. uPVC Tee 100mm dia.x 100mm dia. pcs 4.00 135.00 540.00
j. uPVC Tee 50mm dia.x50mm dia. pcs 11.00 37.00 407.00
k.uPVC Tee Reducer, 75mm dia.x 50mm dia. pcs 1.00 94.00 94.00
l. Clean out with cover, 100mm dia. pcs 9.00 59.00 531.00
m. Clean out with cover, 75mm dia. pcs 1.00 36.00 36.00
n. uPVC P-trap, 50mm dia. pcs 28.00 107.00 2,996.00
o. PVC cement can 5.00 190.00 950.00
p. Consumables (5% of Material Cost) 493.75

Sub - Total for F 18,531.75

G. Direct Unit Cost (E + F) 22,808.39
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 2,737.01
I. Contractor's Profit (CP) 8% of G 1,824.67
J. Value Added Tax (VAT) 5% of (G + H + I) 1,368.50
K. Total Unit Cost (G + H + I + J) 28,738.57
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1002(6) Waterline Works

Unit of Measurement : pc
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 4.75 91.41 434.20

b. Skilled Laborer 1 4.75 66.06 313.79
c. Unskilled Laborer 2 4.75 50.86 483.17

Sub - Total for A 1,231.15

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 123.12

Sub - Total for B 123.12

C. Total (A + B) 1,354.27
D. Output = 1
E. Direct Unit Cost (C ÷ D) 1,354.27
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. PPRC Pipe, 32mm dia. X 4m, PN 16 length 4.00 736.28 2,945.12

b. PPRC Pipe, 25mm dia. X 4m, PN 16 length 2.00 425.92 851.84
c. PPRC Pipe, 20mm dia. X 4m, PN 16 length 5.00 275.50 1,377.50
d. PP-R Coupling Reducer 32x25mm dia. pcs 2.00 15.80 31.60
e.PP-R Coupling Reducer 32x20mm dia. pcs 5.00 14.22 71.10
f.PP-R Elbow 25mm dia.-90 deg pcs 1.00 20.54 20.54
g. PP-R Elbow 20mm dia.- 90 deg pcs 4.00 12.64 50.56
h.PP-R Tee 20mm dia. pcs 5.00 14.80 74.00
i. PPR-Tee Reducer 32x20mm dia. pcs 2.00 32.52 65.04
j.PPR-Tee Reducer 25x20mm dia. pcs 2.00 26.86 53.72
k. Consumables (5% of Materials) 258.72

Sub - Total for F 5,799.74

G. Direct Unit Cost (E + F) 7,154.01
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 858.48
I. Contractor's Profit (CP) 8% of G 572.32
J. Value Added Tax (VAT) 5% of (G + H + I) 429.24
K. Total Unit Cost (G + H + I + J) 9,014.05
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(9) Storm Drainage and Downspout

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 34.50 91.41 3,153.65

b. Skilled Laborer 2 34.50 66.06 4,558.14
c. Unskilled Laborer 4 34.50 50.86 7,018.68

Sub - Total for A 14,730.47

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Minor Tools (10% of labor cost) 1,473.05

Sub - Total for B 1,473.05

C. Total (A + B) 16,203.51
D. Output = 1
E. Direct Unit Cost (C ÷ D) 16,203.51
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. PVC Drain Pipe, 150mm dia.x3m pcs 15.00 1,975.29 29,629.35

b. Roof Drain (Dome-type strainer) pcs 16.00 1,500.00 24,000.00
c.uPVC Sanitary Pipe, 75mm dia.x 3m, S-1000 lengths 33.00 390.00 12,870.00
d.Elbow, 75mm dia.-45 deg bend pcs 30.00 38.00 1,140.00
e. PVC solvent, 400cc cans 2.00 190.00 380.00
f. Consumables 5% 2,124.97

Sub - Total for F 70,144.32

G. Direct Unit Cost (E + F) 86,347.83
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 10,361.74
I. Contractor's Profit (CP) 8% of G 6,907.83
J. Value Added Tax (VAT) 5% of (G + H + I) 5,180.87
K. Total Unit Cost (G + H + I + J) 108,798.26
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1002(5) Sanitary/Plumbing Fixtures

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 82.00 91.41 7,495.62

b. Skilled Laborer 1 82.00 66.06 5,416.92
c. Unskilled Laborer 1 82.00 50.86 4,170.52

Sub - Total for A 17,083.06

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 1,708.31

Sub - Total for B 1,708.31

C. Total (A + B) 18,791.37
D. Output = 1
E. Direct Unit Cost (C ÷ D) 18,791.37
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Water Closet complete w/ fittings & accs. sets 6.00 6,850.00 41,100.00
b. Urinal sets 2.00 4,800.00 9,600.00
c. Concrete Counter Sink (1 Faucet) sets 3.00 2,895.00 8,685.00
d. Concrete Counter Sink (3 Faucet) sets 1.00 6,028.00 6,028.00
e. Wall Hung Lavatory, complete w/ fittings & accs. sets 1.00 6,500.00 6,500.00
f. Gate Valve, 32mm dia pcs 2.00 627.00 1,254.00
g. Gate Valve 20mm dia pcs 2.00 330.00 660.00
h. Gate Valve, 50mm dia pcs 2.00 980.00 1,960.00
i. Check Valve, 50mm dia. pcs 1.00 954.00 954.00
k.S.S. Floor Drain 4'x4'' pcs 28.00 280.00 7,840.00
l. Mirror ft2 12.00 5,379.20 64,550.40
m. Handrail (PWD) sets 1.00 4,500.00 4,500.00
n. Faucet, Hose Bibb, Brass 12mm dia. pcs 6.00 165.00 990.00
o. Consumables 5% 7,731.07

Sub - Total for F 162,352.47

G. Direct Unit Cost (E + F) 181,143.84
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 21,737.26
I. Contractor's Profit (CP) 8% of G 14,491.51
J. Value Added Tax (VAT) 5% of (G + H + I) 10,868.63
K. Total Unit Cost (G + H + I + J) 228,241.23
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : SPL-2 Dry Stand Pipe System

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 105.25 91.41 9,620.90

b. Skilled Laborer 2 105.25 66.06 13,905.63
c. Unskilled Laborer 4 105.25 50.86 21,412.06

Sub - Total for A 44,938.59

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 4,493.86

Sub - Total for B 4,493.86

C. Total (A + B) 49,432.45
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 49,432.45
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. B.I. Pipe 75mm dia lm 12.00 984.00 11,808.00

b. B.I. Pipe 65mm dia lm 25.00 708.00 17,700.00
c. Fittings (Elbow, Tee, Reducer, etc) l.s. 1.00 2,950.80 2,950.80
d. Fire Hose Cabinet with Fire Extinguisher set 2.00 24,000.00 48,000.00
e. Fire Extinguisher, 10 lbs Capacity, Wall
set 6.00 6,825.00 40,950.00
Mounted, HCFC 123
f. FDC Siamese Twin: Two-Way unit 1.00 6,500.00 6,500.00
g. Overhead Water Tank 2000 US Gal unit 1.00 167,000.00 167,000.00
i. Concrete m³ 15.45 3,475.00 53,688.75
j. Rebar kg 648.90 31.00 20,115.90
k. Plaster Finish m² 66.00 84.25 5,560.50
l. Cement Based Waterproofing bag 159.00 45.00 7,155.00
m. .60 x .60 Manhole ea 2.00 21,000.00 42,000.00
n. End-Suction Centrifugal Water Pump, TDH 9m,
1.0HP, 60GPM unit 2.00 27,800.00 55,600.00

Sub - Total for F 479,028.95

G. Direct Unit Cost (E + F) 528,461.40
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 63,415.37
I. Contractor's Profit (CP) 8% of G 42,276.91
J. Value Added Tax (VAT) 5% of (G + H + I) 31,707.68
K. Total Unit Cost (G + H + I + J) 665,861.37
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : SPL-3 Septic Vault Type E

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 30.00 91.41 2,742.30

b. Skilled Laborer 2 30.00 66.06 3,963.60
c. Unskilled Laborer 4 30.00 50.86 6,103.20

Sub - Total for A 12,809.10

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 1,280.91

Sub - Total for B 1,280.91

C. Total (A + B) 14,090.01
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 14,090.01
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Concrete m3 6.79 3,475.00 23,595.25

b. Reinforcement Steel Bars kgs 583.68 31.00 18,094.08
c. Plaster Finish m2 70.18 84.25 5,912.67
d. Cement-Base Waterproofing-Sahara bags 170.00 45.00 7,650.00
e.6" CHB m2 5.00 122.50 612.50
f. 4"CHB m2 2.00 101.38 202.75
-
-

Sub - Total for F 56,067.25

G. Direct Unit Cost (E + F) 70,157.26
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 8,418.87
I. Contractor's Profit (CP) 8% of G 5,612.58
J. Value Added Tax (VAT) 5% of (G + H + I) 4,209.44
K. Total Unit Cost (G + H + I + J) 88,398.14
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(6)b1 Catch Basin -1

Unit of Measurement : ea
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 1.00 91.41 91.41

b. Skilled Laborer 1 1.00 66.06 66.06
c. Unskilled Laborer 1 1.00 50.86 50.86

Sub - Total for A 208.33

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 20.83

Sub - Total for B 20.83

C. Total (A + B) 229.16
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 229.16
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Concrete m3 0.07 3,475.00 243.25

b.Reinforcement kgs 8.63 31.00 267.53
c.Masonry m2 0.80 101.38 81.10
d. Finishing Works m2 0.18 84.25 14.83
-

Sub - Total for F 606.71

G. Direct Unit Cost (E + F) 835.87
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 100.30
I. Contractor's Profit (CP) 8% of G 66.87
J. Value Added Tax (VAT) 5% of (G + H + I) 50.15
K. Total Unit Cost (G + H + I + J) 1,053.20
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(8) Sewer Line Works

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 32.00 91.41 2,925.12

b. Skilled Laborer 1 32.00 66.06 2,113.92
c. Unskilled Laborer 2 32.00 50.86 3,255.04

Sub - Total for A 8,294.08

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment
Minor Tools (10% of labor cost) 829.41
Sub - Total for B 829.41
C. Total (A + B) 9,123.49
D. Output = 1
E. Direct Unit Cost (C ÷ D) 9,123.49
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials
-
a. uPVC pipe, 100mm dia.x3m, S-1000 lengths 26.00 715.00 18,590.00
b. uPVC pipe, 75mm dia.x3m, S-1000 lengths 5.00 390.00 1,950.00
c. uPVC, 75mm dia.x3m, S-1000 (Vent) lengths 5.00 390.00 1,950.00
d. uPVC, 50mm dia.x3m, S-1000 (Vent) lengths 15.00 190.00 2,850.00
e. Elbow, 100mm dia-90 degr bend pcs 8.00 81.00 648.00
f. Elbow, 75mm dia-90 deg bend pcs 4.00 26.00 104.00
g. Elbow, 50mm dia-90 deg bend pcs 16.00 126.00 2,016.00
h.Wye, 100mm dia. pcs 18.00 120.00 2,160.00
i. Wye Reducer, 100mm dia.-75mm dia pcs 2.00 100.00 200.00
j. uPVC Tee 100mm dia.x 100mm dia. pcs 4.00 135.00 540.00
k. uPVC Tee 100mm dia.x 75mm dia. pcs 4.00 37.00 148.00
l. uPVC Tee 50mm dia.x50mm dia. pcs 8.00 94.00 752.00
m. Clean out with cover, 100mm dia. pcs 13.00 59.00 767.00
n. Clean out with cover, 75mm dia. pcs 4.00 36.00 144.00
o. uPVC P-trap, 50mm dia. pcs 40.00 107.00 4,280.00
p. PVC cement cans 6.00 190.00 1,140.00
q. Consumables (5% of Materials) 1,267.00
Sub - Total for F 39,506.00
G. Direct Unit Cost (E + F) 48,629.49
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 5,835.54
I. Contractor's Profit (CP) 8% of G 3,890.36
J. Value Added Tax (VAT) 5% of (G + H + I) 2,917.77
K. Total Unit Cost (G + H + I + J) 61,273.15
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1002(6) Waterline Works

Unit of Measurement : pc
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 21.00 91.41 1,919.61

b. Skilled Laborer 1 21.00 66.06 1,387.26
c. Unskilled Laborer 2 21.00 50.86 2,136.12

Sub - Total for A 5,442.99

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 544.30

Sub - Total for B 544.30

C. Total (A + B) 5,987.29
D. Output = 1
E. Direct Unit Cost (C ÷ D) 5,987.29
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. PPRC Pipe, 38mm dia. X 4m, PN 16 length 16.00 1,117.85 17,885.60

b. PPRC Pipe, 25mm dia. X 4m, PN 16 length 8.00 425.92 3,407.36
c. PPRC Pipe, 20mm dia. X 4m, PN 16 length 6.00 275.50 1,653.00
d. PP-R Coupling 38mm dia. pcs 9.00 30.81 277.29
e. PP-R Coupling 25mm dia. pcs 3.00 12.64 37.92
f. PP-R Coupling 20mm dia. pcs 3.00 8.69 26.07
g.PP-R Elbow 38mm dia.-90 deg pcs 2.00 53.91 107.82
h.PP-R Elbow 25mm dia.-90 deg pcs 4.00 20.54 82.16
i. PP-R Elbow 20mm dia.- 90 deg pcs 4.00 12.64 50.56
j.PP-R Elbow Reducer 38mmx25mm pcs 2.00 50.00 100.00
k.PP-R Elbow Reducer 25mmx 20mm pcs 2.00 163.07 326.14
l. PP-R Tee 38mm dia. pcs 2.00 72.34 144.68
m. PP-R Tee 25mm dia. pcs 14.00 26.86 376.04
n. PP-R Tee 20mm dia. pcs 12.00 14.80 177.60
-
-
-
-
-
-

1,147.30

Sub - Total for F 25,799.54

G. Direct Unit Cost (E + F) 31,786.83
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 3,814.42
I. Contractor's Profit (CP) 8% of G 2,542.95
J. Value Added Tax (VAT) 5% of (G + H + I) 1,907.21
K. Total Unit Cost (G + H + I + J) 40,051.40
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(9) Storm Drainage and Downspout

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 72.25 91.41 6,604.37

b. Skilled Laborer 2 72.25 66.06 9,545.67
c. Unskilled Laborer 4 72.25 50.86 14,698.54

Sub - Total for A 30,848.58

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Minor Tools (10% of labor cost) 3,084.86

Sub - Total for B 3,084.86

C. Total (A + B) 33,933.44
D. Output = 1
E. Direct Unit Cost (C ÷ D) 33,933.44
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. PVC Drain Pipe, 200mm dia.x3m pcs 23.00 3,029.03 69,667.69

a. PVC Drain Pipe, 150mm dia.x3m pcs 13.00 1,975.29 25,678.77
b. Roof Drain (Dome-type strainer) lengths 20.00 1,500.00 30,000.00
c.uPVC Sanitary Pipe, 75mm dia.x 3m, S-1000 pcs 38.00 390.00 14,820.00
d.Elbow, 75mm dia.-45 deg bend pcs 36.00 38.00 1,368.00
e. PVC solvent, 400cc cans 2.00 190.00 380.00
f. Consumables 5% 5,508.32

Sub - Total for F 147,422.78

G. Direct Unit Cost (E + F) 181,356.22
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 21,762.75
I. Contractor's Profit (CP) 8% of G 14,508.50
J. Value Added Tax (VAT) 5% of (G + H + I) 10,881.37
K. Total Unit Cost (G + H + I + J) 228,508.84
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1002(5) Sanitary/Plumbing Fixtures

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 163.25 91.41 14,922.68

b. Skilled Laborer 1 163.25 66.06 10,784.30
c. Unskilled Laborer 1 163.25 50.86 8,302.90

Sub - Total for A 34,009.87

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 3,400.99

Sub - Total for B 3,400.99

C. Total (A + B) 37,410.86
D. Output = 1
E. Direct Unit Cost (C ÷ D) 37,410.86
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Water Closet complete w/ fittings & accs. sets 10.00 6,850.00 68,500.00
b. Urinal sets 2.00 4,800.00 9,600.00
d. Concrete Counter Sink (3 Faucet) sets 9.00 6,028.00 54,252.00
e. Wall Hung Lavatory, complete w/ fittings & accs. sets 3.00 6,500.00 19,500.00
f. Gate Valve, 50mm dia pcs 2.00 627.00 1,254.00
g. Gate Valve 32mm dia pcs 4.00 330.00 1,320.00
h. Gate Valve, 20mm dia pcs 2.00 980.00 1,960.00
i. Check Valve, 50mm dia. pcs 1.00 954.00 954.00
k.S.S. Floor Drain 4'x4'' pcs 40.00 280.00 11,200.00
l. Mirror ft2 24.00 5,379.20 129,100.80
m. Handrail (PWD) sets 2.00 4,500.00 9,000.00
n. Faucet, Hose Bibb, Brass 12mm dia. pcs 9.00 165.00 1,485.00
o. Consumables 5% 15,406.29

Sub - Total for F 323,532.09

G. Direct Unit Cost (E + F) 360,942.95
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 43,313.15
I. Contractor's Profit (CP) 8% of G 28,875.44
J. Value Added Tax (VAT) 5% of (G + H + I) 21,656.58
K. Total Unit Cost (G + H + I + J) 454,788.12
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : SPL-2 Dry Stand Pipe System 8CL

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 163.25 91.41 14,922.68

b. Skilled Laborer 2 163.25 66.06 21,568.59
c. Unskilled Laborer 4 163.25 50.86 33,211.58

Sub - Total for A 69,702.85

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 6,970.29

Sub - Total for B 6,970.29

C. Total (A + B) 76,673.14
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 76,673.14
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. B.I. Pipe 75mm dia lm 54 984.00 53,136.00

b. B.I. Pipe 65mm dia lm 20.00 708.00 14,160.00
c. Fittings (Elbow, Tee, Reducer, etc) l.s. 1.00 6,729.60 6,729.60
d. Fire Hose Cabinet with Fire Extinguisher set 4.00 24,000.00 96,000.00
e. Fire Extinguisher, 10 lbs Capacity, Wall set 8.00 6,825.00 54,600.00
Mounted, HCFC 123
f. FDC Siamese Twin: Two-Way unit 1.00 6,500.00 6,500.00
g. Overhead Water Tank 2000 US Gal unit 2.00 167,000.00 334,000.00
i. Concrete m³ 15.45 3,475.00 53,688.75
j. Rebar kg 648.90 31.00 20,115.90
k. Plaster Finish m² 66.00 84.25 5,560.50
l. Cement Based Waterproofing bag 159.00 45.00 7,155.00
m. .60 x .60 Manhole ea 2.00 21,000.00 42,000.00
n. End-Suction Centrifugal Water Pump, TDH 10m,
1.5HP, 80GPM unit 2.00 29,800.00 59,600.00
o. Booster Pump, TDH 25m, 3HP, 80GPM unit 1.00 39,300.00 39,300.00

Sub - Total for F 792,545.75

G. Direct Unit Cost (E + F) 869,218.89
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 104,306.27
I. Contractor's Profit (CP) 8% of G 69,537.51
J. Value Added Tax (VAT) 5% of (G + H + I) 52,153.13
K. Total Unit Cost (G + H + I + J) 1,095,215.80
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : SPL-3 Septic Vault Type E

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 34.75 91.41 3,176.50

b. Skilled Laborer 2 34.75 66.06 4,591.17
c. Unskilled Laborer 4 34.75 50.86 7,069.54

Sub - Total for A 14,837.21

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 1,483.72

Sub - Total for B 1,483.72

C. Total (A + B) 16,320.93
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 16,320.93
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Concrete m3 8.27 3,475.00 28,738.25

b. Reinforcement Steel Bars kgs 655.79 31.00 20,329.49
c. Plaster Finish m2 82.44 84.25 6,945.57
d. Cement-Base Waterproofing-Sahara bags 200.00 45.00 9,000.00
e.6" CHB m2 5.00 122.50 612.50
f. 4"CHB m2 2.50 101.38 253.44
-
-

Sub - Total for F 65,879.25

G. Direct Unit Cost (E + F) 82,200.18
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 9,864.02
I. Contractor's Profit (CP) 8% of G 6,576.01
J. Value Added Tax (VAT) 5% of (G + H + I) 4,932.01
K. Total Unit Cost (G + H + I + J) 103,572.22
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(6)b1 Catch Basin -1

Unit of Measurement : ea
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 1.00 91.41 91.41

b. Skilled Laborer 1 1.00 66.06 66.06
c. Unskilled Laborer 1 1.00 50.86 50.86

Sub - Total for A 208.33

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 20.83

Sub - Total for B 20.83

C. Total (A + B) 229.16
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 229.16
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Concrete m3 0.07 3,475.00 243.25

b.Reinforcement kgs 8.63 31.00 267.53
c.Masonry m2 0.80 101.38 81.10
d. Finishing Works m2 0.18 84.25 14.83
-

Sub - Total for F 606.71

G. Direct Unit Cost (E + F) 835.87
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 100.30
I. Contractor's Profit (CP) 8% of G 66.87
J. Value Added Tax (VAT) 5% of (G + H + I) 50.15
K. Total Unit Cost (G + H + I + J) 1,053.20
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(8) Sewer Line Works

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 35.00 91.41 3,199.35

b. Skilled Laborer 1 35.00 66.06 2,312.10
c. Unskilled Laborer 2 35.00 50.86 3,560.20

Sub - Total for A 9,071.65

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment
Minor Tools (10% of labor cost) 907.17
Sub - Total for B 907.17
C. Total (A + B) 9,978.81
D. Output = 1
E. Direct Unit Cost (C ÷ D) 9,978.81
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials
-
a. uPVC pipe, 100mm dia.x3m, S-1000 lengths 30.00 715.00 21,450.00
b. uPVC pipe, 75mm dia.x3m, S-1000 lengths 5.00 390.00 1,950.00
c. uPVC, 75mm dia.x3m, S-1000 (Vent) lengths 5.00 390.00 1,950.00
d. uPVC, 50mm dia.x3m, S-1000 (Vent) lengths 15.00 190.00 2,850.00
e. Elbow, 100mm dia-90 degr bend pcs 8.00 81.00 648.00
f. Elbow, 75mm dia-90 deg bend pcs 4.00 26.00 104.00
g. Elbow, 50mm dia-90 deg bend pcs 16.00 126.00 2,016.00
h.Wye, 100mm dia. pcs 18.00 120.00 2,160.00
i. Wye Reducer, 100mm dia.-75mm dia pcs 2.00 100.00 200.00
j. uPVC Tee 100mm dia.x 100mm dia. pcs 4.00 135.00 540.00
k. uPVC Tee 100mm dia.x 75mm dia. pcs 4.00 37.00 148.00
l. uPVC Tee 50mm dia.x50mm dia. pcs 8.00 94.00 752.00
m. Clean out with cover, 100mm dia. pcs 13.00 59.00 767.00
n. Clean out with cover, 75mm dia. pcs 4.00 36.00 144.00
o. uPVC P-trap, 50mm dia. pcs 46.00 107.00 4,922.00
p. PVC cement cans 6.00 190.00 1,140.00
q. Consumables (5% of Materials) 1,410.00
Sub - Total for F 43,151.00
G. Direct Unit Cost (E + F) 53,129.82
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 6,375.58
I. Contractor's Profit (CP) 8% of G 4,250.39
J. Value Added Tax (VAT) 5% of (G + H + I) 3,187.79
K. Total Unit Cost (G + H + I + J) 66,943.57
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1002(6) Waterline Works

Unit of Measurement : l.s
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 23.75 91.41 2,170.99

b. Skilled Laborer 1 23.75 66.06 1,568.93
c. Unskilled Laborer 2 23.75 50.86 2,415.85

Sub - Total for A 6,155.76

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 615.58

Sub - Total for B 615.58

C. Total (A + B) 6,771.34
D. Output = 1
E. Direct Unit Cost (C ÷ D) 6,771.34
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. PPRC Pipe, 38mm dia. X 4m, PN 16 length 19.00 1,117.85 21,239.15

b. PPRC Pipe, 25mm dia. X 4m, PN 16 length 8.00 425.92 3,407.36
c. PPRC Pipe, 20mm dia. X 4m, PN 16 length 6.00 275.50 1,653.00
d. PP-R Coupling 38mm dia. pcs 9.00 30.81 277.29
e. PP-R Coupling 25mm dia. pcs 3.00 12.64 37.92
f. PP-R Coupling 20mm dia. pcs 3.00 8.69 26.07
g.PP-R Elbow 38mm dia.-90 deg pcs 2.00 53.91 107.82
h.PP-R Elbow 25mm dia.-90 deg pcs 4.00 20.54 82.16
i. PP-R Elbow 20mm dia.- 90 deg pcs 4.00 12.64 50.56
j.PP-R Elbow Reducer 38mmx25mm pcs 2.00 50.00 100.00
k.PP-R Elbow Reducer 25mmx 20mm pcs 2.00 163.07 326.14
l. PP-R Tee 38mm dia. pcs 2.00 72.34 144.68
m. PP-R Tee 25mm dia. pcs 14.00 26.86 376.04
n. PP-R Tee 20mm dia. pcs 12.00 14.80 177.60
-
-
-
-

1,314.98

Sub - Total for F 29,320.77

G. Direct Unit Cost (E + F) 36,092.10
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 4,331.05
I. Contractor's Profit (CP) 8% of G 2,887.37
J. Value Added Tax (VAT) 5% of (G + H + I) 2,165.53
K. Total Unit Cost (G + H + I + J) 45,476.05
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(9) Storm Drainage and Downspout

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 84.75 91.41 7,747.00

b. Skilled Laborer 2 84.75 66.06 11,197.17
c. Unskilled Laborer 4 84.75 50.86 17,241.54

Sub - Total for A 36,185.71

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Minor Tools (10% of labor cost) 3,618.57

b. Plate Compactor (5hp) 1 0.00 123.00 -

Sub - Total for B 3,618.57

C. Total (A + B) 39,804.28
D. Output = 1
E. Direct Unit Cost (C ÷ D) 39,804.28
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. PVC Drain Pipe, 200mm dia.x3m pcs 23.00 3,029.03 69,667.69

a. PVC Drain Pipe, 150mm dia.x3m pcs 19.00 1,975.29 37,530.51
b. Roof Drain (Dome-type strainer) lengths 26.00 1,500.00 39,000.00
c.uPVC Sanitary Pipe, 75mm dia.x 3m, S-1000 pcs 45.00 390.00 17,550.00
d.Elbow, 75mm dia.-45 deg bend pcs 42.00 38.00 1,596.00
e. PVC solvent, 400cc cans 2.00 190.00 380.00
f. Consumables 5% 7,114.91
-
Sub - Total for F 172,839.11
G. Direct Unit Cost (E + F) 212,643.39
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 0.12 of G 25,517.21
I. Contractor's Profit (CP) 0.08 of G 17,011.47
J. Value Added Tax (VAT) 0.05 of (G + H + I) 12,758.60
K. Total Unit Cost (G + H + I + J) 267,930.67
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1002(5) Sanitary/Plumbing Fixtures

Unit of Measurement : l.s.
Output : 1

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 164.00 91.41 14,991.24

b. Skilled Laborer 1 164.00 66.06 10,833.84
c. Unskilled Laborer 1 164.00 50.86 8,341.04

Sub - Total for A 34,166.12

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 3,416.61

Sub - Total for B 3,416.61

C. Total (A + B) 37,582.73
D. Output = 1
E. Direct Unit Cost (C ÷ D) 37,582.73
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Water Closet complete w/ fittings & accs. sets 10.00 6,850.00 68,500.00
b. Urinal sets 2.00 4,800.00 9,600.00
d. Concrete Counter Sink (3 Faucet) sets 9.00 6,028.00 54,252.00
e. Wall Hung Lavatory, complete w/ fittings & accs. sets 3.00 6,500.00 19,500.00
f. Gate Valve, 50mm dia pcs 2.00 627.00 1,254.00
g. Gate Valve 32mm dia pcs 4.00 330.00 1,320.00
h. Gate Valve, 20mm dia pcs 2.00 980.00 1,960.00
i. Check Valve, 50mm dia. pcs 1.00 954.00 954.00
k.S.S. Floor Drain 4'x4'' pcs 46.00 280.00 12,880.00
l. Mirror ft2 24.00 5,379.20 129,100.80
m. Handrail (PWD) sets 2.00 4,500.00 9,000.00
n. Faucet, Hose Bibb, Brass 12mm dia. pcs 9.00 165.00 1,485.00
o. Consumables 5% 15,490.29

Sub - Total for F 325,296.09

G. Direct Unit Cost (E + F) 362,878.82
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 43,545.46
I. Contractor's Profit (CP) 8% of G 29,030.31
J. Value Added Tax (VAT) 5% of (G + H + I) 21,772.73
K. Total Unit Cost (G + H + I + J) 457,227.32
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : SPL-2 Dry Stand Pipe System 10CL

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 179.25 91.41 16,385.24

b. Skilled Laborer 2 179.25 66.06 23,682.51
c. Unskilled Laborer 4 179.25 50.86 36,466.62

Sub - Total for A 76,534.37

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 7,653.44

Sub - Total for B 7,653.44

C. Total (A + B) 84,187.81
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 84,187.81
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. B.I. Pipe 75mm dia lm 60 984.00 59,040.00

b. B.I. Pipe 65mm dia lm 66.00 708.00 46,728.00
c. Fittings (Elbow, Tee, Reducer, etc) l.s. 1.00 10,576.80 10,576.80
d. Fire Hose Cabinet with Fire Extinguisher set 4.00 24,000.00 96,000.00
e. Fire Extinguisher, 10 lbs Capacity, Wall
set 10.00 6,825.00 68,250.00
Mounted, HCFC 123
f. FDC Siamese Twin: Two-Way unit 1.00 6,500.00 6,500.00
g. Overhead Water Tank 2000 US Gal unit 2.00 167,000.00 334,000.00
i. Concrete m³ 15.45 3,475.00 53,688.75
j. Rebar kg 648.90 31.00 20,115.90
k. Plaster Finish m² 66.00 84.25 5,560.50
l. Cement Based Waterproofing bag 159.00 45.00 7,155.00
m. .60 x .60 Manhole ea 2.00 21,000.00 42,000.00
n. End-Suction Centrifugal Water Pump, TDH 10m,
1.5HP, 80GPM unit 2.00 29,800.00 59,600.00

o. Booster Pump, TDH 25m, 3HP, 80GPM unit 1.00 39,300.00 39,300.00
Sub - Total for F 848,514.95
G. Direct Unit Cost (E + F) 932,702.76
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 111,924.33
I. Contractor's Profit (CP) 8% of G 74,616.22
J. Value Added Tax (VAT) 5% of (G + H + I) 55,962.17
K. Total Unit Cost (G + H + I + J) 1,175,205.48

* Please Check the Summation of Sub-Total A, B,

and F
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : SPL-3 Septic Vault Type E

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 38.25 91.41 3,496.43

b. Skilled Laborer 2 38.25 66.06 5,053.59
c. Unskilled Laborer 4 38.25 50.86 7,781.58

Sub - Total for A 16,331.60

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 1,633.16

Sub - Total for B 1,633.16

C. Total (A + B) 17,964.76
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 17,964.76
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Concrete m3 9.65 3,475.00 33,533.75

b. Reinforcement Steel Bars kgs 746.90 31.00 23,153.90
c. Plaster Finish m2 95.92 84.25 8,081.26
d. Cement-Base Waterproofing-Sahara bags 132.00 45.00 5,940.00
e.6" CHB m2 6.00 122.50 735.00
f. 4"CHB m2 3.00 101.38 304.13
-
-

Sub - Total for F 71,748.04

G. Direct Unit Cost (E + F) 89,712.80
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 10,765.54
I. Contractor's Profit (CP) 8% of G 7,177.02
J. Value Added Tax (VAT) 5% of (G + H + I) 5,382.77
K. Total Unit Cost (G + H + I + J) 113,038.13
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(6)b1 Catch Basin -1

Unit of Measurement : ea
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 1.00 91.41 91.41

b. Skilled Laborer 1 1.00 66.06 66.06
c. Unskilled Laborer 1 1.00 50.86 50.86

Sub - Total for A 208.33

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 20.83

Sub - Total for B 20.83

C. Total (A + B) 229.16
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 229.16
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Concrete m3 0.07 3,475.00 243.25

b.Reinforcement kgs 8.63 31.00 267.53
c.Masonry m2 0.80 101.38 81.10
d. Finishing Works m2 0.18 84.25 14.83
-

Sub - Total for F 606.71

G. Direct Unit Cost (E + F) 835.87
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 100.30
I. Contractor's Profit (CP) 8% of G 66.87
J. Value Added Tax (VAT) 5% of (G + H + I) 50.15
K. Total Unit Cost (G + H + I + J) 1,053.20
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(8) Sewer Line Works

Unit of Measurement : l.s.
Output : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 37.00 91.41 3,382.17

b. Skilled Laborer 1 37.00 66.06 2,444.22
c. Unskilled Laborer 2 37.00 50.86 3,763.64

Sub - Total for A 9,590.03

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment
Minor Tools (10% of labor cost) 959.00
Sub - Total for B 959.00
C. Total (A + B) 10,549.03
D. Output = 1
E. Direct Unit Cost (C ÷ D) 10,549.03
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials
-
a. uPVC pipe, 100mm dia.x3m, S-1000 lengths 33.00 715.00 23,595.00
b. uPVC pipe, 75mm dia.x3m, S-1000 lengths 5.00 390.00 1,950.00
c. uPVC, 75mm dia.x3m, S-1000 (Vent) lengths 5.00 390.00 1,950.00
d. uPVC, 50mm dia.x3m, S-1000 (Vent) lengths 15.00 190.00 2,850.00
e. Elbow, 100mm dia-90 degr bend pcs 8.00 81.00 648.00
f. Elbow, 75mm dia-90 deg bend pcs 4.00 26.00 104.00
g. Elbow, 50mm dia-90 deg bend pcs 16.00 126.00 2,016.00
h.Wye, 100mm dia. pcs 18.00 120.00 2,160.00
i. Wye Reducer, 100mm dia.-75mm dia pcs 2.00 100.00 200.00
j. uPVC Tee 100mm dia.x 100mm dia. pcs 4.00 135.00 540.00
k. uPVC Tee 100mm dia.x 75mm dia. pcs 4.00 37.00 148.00
l. uPVC Tee 50mm dia.x50mm dia. pcs 8.00 94.00 752.00
m. Clean out with cover, 100mm dia. pcs 13.00 59.00 767.00
n. Clean out with cover, 75mm dia. pcs 4.00 36.00 144.00
o. uPVC P-trap, 50mm dia. pcs 50.00 107.00 5,350.00
p. PVC cement cans 6.00 190.00 1,140.00
q. Consumables (5% of Materials) 1,517.25
Sub - Total for F 45,831.25
G. Direct Unit Cost (E + F) 56,380.28
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 6,765.63
I. Contractor's Profit (CP) 8% of G 4,510.42
J. Value Added Tax (VAT) 5% of (G + H + I) 3,382.82
K. Total Unit Cost (G + H + I + J) 71,039.16
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1002(6) Waterline Works

Unit of Measurement : pc
Output : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 25.75 91.41 2,353.81

b. Skilled Laborer 1 25.75 66.06 1,701.05
c. Unskilled Laborer 2 25.75 50.86 2,619.29

Sub - Total for A 6,674.14

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 667.41

Sub - Total for B 667.41

C. Total (A + B) 7,341.56
D. Output = 1
E. Direct Unit Cost (C ÷ D) 7,341.56
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. PPRC Pipe, 38mm dia. X 4m, PN 16 length 21.00 1,117.85 23,474.85

b. PPRC Pipe, 25mm dia. X 4m, PN 16 length 8.00 425.92 3,407.36
c. PPRC Pipe, 20mm dia. X 4m, PN 16 length 6.00 275.50 1,653.00
d. PP-R Coupling 38mm dia. pcs 9.00 30.81 277.29
e. PP-R Coupling 25mm dia. pcs 3.00 12.64 37.92
f. PP-R Coupling 20mm dia. pcs 3.00 8.69 26.07
g.PP-R Elbow 38mm dia.-90 deg pcs 2.00 53.91 107.82
h.PP-R Elbow 25mm dia.-90 deg pcs 4.00 20.54 82.16
i. PP-R Elbow 20mm dia.- 90 deg pcs 4.00 12.64 50.56
j.PP-R Elbow Reducer 38mmx25mm pcs 2.00 50.00 100.00
k.PP-R Elbow Reducer 25mmx 20mm pcs 2.00 163.07 326.14
l. PP-R Tee 38mm dia. pcs 2.00 72.34 144.68
m. PP-R Tee 25mm dia. pcs 14.00 26.86 376.04
n. PP-R Tee 20mm dia. pcs 12.00 14.80 177.60
-
-
-
-

1,426.76

Sub - Total for F 31,668.25

G. Direct Unit Cost (E + F) 39,009.81
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 4,681.18
I. Contractor's Profit (CP) 8% of G 3,120.78
J. Value Added Tax (VAT) 5% of (G + H + I) 2,340.59
K. Total Unit Cost (G + H + I + J) 49,152.36
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(9) Storm Drainage and Downspout

Unit of Measurement : l.s.
Output : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 94.50 91.41 8,638.24

b. Skilled Laborer 2 94.50 66.06 12,485.34
c. Unskilled Laborer 4 94.50 50.86 19,225.08

Sub - Total for A 40,348.66

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

a. Minor Tools (10% of labor cost) 4,034.87

Sub - Total for B 4,034.87

C. Total (A + B) 44,383.53
D. Output = 1
E. Direct Unit Cost (C ÷ D) 44,383.53
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. PVC Drain Pipe, 200mm dia.x3m pcs 23.00 3,029.03 69,667.69

a. PVC Drain Pipe, 150mm dia.x3m pcs 25.00 1,975.29 49,382.25
b. Roof Drain (Dome-type strainer) lengths 30.00 1,500.00 45,000.00
c.uPVC Sanitary Pipe, 75mm dia.x 3m, S-1000 pcs 51.00 390.00 19,890.00
d.Elbow, 75mm dia.-45 deg bend pcs 48.00 38.00 1,824.00
e. PVC solvent, 400cc cans 2.00 190.00 380.00
f. Consumables 5% 6,947.00
-
Sub - Total for F 193,090.94
G. Direct Unit Cost (E + F) 237,474.47
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 28,496.94
I. Contractor's Profit (CP) 8% of G 18,997.96
J. Value Added Tax (VAT) 5% of (G + H + I) 14,248.47
K. Total Unit Cost (G + H + I + J) 299,217.83
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1002(5) Sanitary/Plumbing Fixtures

Unit of Measurement : l.s.
Output : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 164.75 91.41 15,059.80

b. Skilled Laborer 1 164.75 66.06 10,883.39
c. Unskilled Laborer 1 164.75 50.86 8,379.19

Sub - Total for A 34,322.37

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 3,432.24

Sub - Total for B 3,432.24

C. Total (A + B) 37,754.60
D. Output = 1
E. Direct Unit Cost (C ÷ D) 37,754.60
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Water Closet complete w/ fittings & accs. sets 10.00 6,850.00 68,500.00
b. Urinal sets 2.00 4,800.00 9,600.00
d. Concrete Counter Sink (3 Faucet) sets 9.00 6,028.00 54,252.00
e. Wall Hung Lavatory, complete w/ fittings & accs. sets 3.00 6,500.00 19,500.00
f. Gate Valve, 50mm dia pcs 2.00 627.00 1,254.00
g. Gate Valve 32mm dia pcs 4.00 330.00 1,320.00
h. Gate Valve, 20mm dia pcs 2.00 980.00 1,960.00
i. Check Valve, 50mm dia. pcs 1.00 954.00 954.00
k.S.S. Floor Drain 4'x4'' pcs 50.00 280.00 14,000.00
l. Mirror ft2 24.00 5,379.20 129,100.80
m. Handrail (PWD) sets 2.00 4,500.00 9,000.00
n. Faucet, Hose Bibb, Brass 12mm dia. pcs 9.00 165.00 1,485.00
o. Consumables 5% 15,546.29

Sub - Total for F 326,472.09

G. Direct Unit Cost (E + F) 364,226.69
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 43,707.20
I. Contractor's Profit (CP) 8% of G 29,138.14
J. Value Added Tax (VAT) 5% of (G + H + I) 21,853.60
K. Total Unit Cost (G + H + I + J) 458,925.63
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : SPL-2 Dry Stand Pipe System 12CL

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 185.75 91.41 16,979.41

b. Skilled Laborer 2 185.75 66.06 24,541.29
c. Unskilled Laborer 4 185.75 50.86 37,788.98

Sub - Total for A 79,309.68

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 7,930.97

Sub - Total for B 7,930.97

C. Total (A + B) 87,240.65
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 87,240.65
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. B.I. Pipe 75mm dia lm 72.00 984.00 70,848.00

b. B.I. Pipe 65mm dia lm 66.00 708.00 46,728.00
c. Fittings (Elbow, Tee, Reducer, etc) l.s. 1.00 11,757.60 11,757.60
d. Fire Hose
e. Cabinet10
Extinguisher, with
lbsFire Extinguisher
Capacity, Wall set 4.00 24,000.00 96,000.00
Mounted, HCFC 123 set 12.00 6,825.00 81,900.00
f. FDC Siamese Twin: Two-Way unit 1.00 6,500.00 6,500.00
g. Overhead Water Tank 2000 US Gal unit 2.00 167,000.00 334,000.00
i. Concrete m³ 15.45 3,475.00 53,688.75
j. Rebar kg 648.90 31.00 20,115.90
k. Plaster Finish m² 66.00 84.25 5,560.50
l. Cement Based Waterproofing bag 159.00 45.00 7,155.00
m. .60 x .60 Manhole ea 2.00 21,000.00 42,000.00
n. End-Suction Centrifugal Water Pump, TDH 10m,
unit 2.00 29,800.00 59,600.00
1.5HP, 80GPM
o. Booster Pump, TDH 25m, 3HP, 80GPM unit 1.00 39,300.00 39,300.00
Sub - Total for F 875,153.75
G. Direct Unit Cost (E + F) 962,394.40
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 115,487.33
I. Contractor's Profit (CP) 8% of G 76,991.55
J. Value Added Tax (VAT) 5% of (G + H + I) 57,743.66
K. Total Unit Cost (G + H + I + J) 1,212,616.94

* Please Check the Summation of Sub-Total A, B,

and F
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : SPL-3 Septic Vault Type E

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 44.50 91.41 4,067.75

b. Skilled Laborer 2 44.50 66.06 5,879.34
c. Unskilled Laborer 4 44.50 50.86 9,053.08

Sub - Total for A 19,000.17

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 1,900.02

Sub - Total for B 1,900.02

C. Total (A + B) 20,900.18
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 20,900.18
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Concrete m3 11.01 3,475.00 38,259.75

b. Reinforcement Steel Bars kgs 790.00 31.00 24,490.00
c. Plaster Finish m2 107.00 84.25 9,014.75
d. Cement-Base Waterproofing-Sahara bags 259.00 45.00 11,655.00
e.6" CHB m2 6.00 122.50 735.00
f. 4"CHB m2 3.00 101.38 304.13
-
-

Sub - Total for F 84,458.63

G. Direct Unit Cost (E + F) 105,358.81
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 12,643.06
I. Contractor's Profit (CP) 8% of G 8,428.70
J. Value Added Tax (VAT) 5% of (G + H + I) 6,321.53
K. Total Unit Cost (G + H + I + J) 132,752.10
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1001(6)b1 Catch Basin -1

Unit of Measurement : ea
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 1.00 91.41 91.41

b. Skilled Laborer 1 1.00 66.06 66.06
c. Unskilled Laborer 1 1.00 50.86 50.86

Sub - Total for A 208.33

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of labor cost) 20.83

Sub - Total for B 20.83

C. Total (A + B) 229.16
D. Output per Hour = 1 ea
E. Direct Unit Cost (C ÷ D) 229.16
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Concrete m3 0.07 3,475.00 243.25

b.Reinforcement kgs 8.63 31.00 267.53
c.Masonry m2 0.80 101.38 81.10
d. Finishing Works m2 0.18 84.25 14.83
-

Sub - Total for F 606.71

G. Direct Unit Cost (E + F) 835.87
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 100.30
I. Contractor's Profit (CP) 8% of G 66.87
J. Value Added Tax (VAT) 5% of (G + H + I) 50.15
K. Total Unit Cost (G + H + I + J) 1,053.20
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1100(19) Conduit, Boxes, and Fittings

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 9.00 91.41 822.69

b. Skilled Laborer 1 11.00 66.06 726.66
c. Unskilled Laborer 1 11.00 50.86 559.46

Sub - Total for A 2,108.81

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 210.88

Sub - Total for B 210.88

C. Total (A + B) 2,319.69
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 2,319.69
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 20mmØ PVC conduit length 95.00 69.00 6,555.00

b. 25mmØ PVC conduit length 2.00 92.00 184.00
c. 32mmØ RSC conduit length 4.00 883.75 3,535.00
d. 20mmØ PVC adpater pc 190.00 8.00 1,520.00
e. 25mmØ PVC adapter pc 2.00 14.00 28.00
f. 20mmØ locknut and bushing pr 190.00 8.00 1,520.00
c. 32mmØ RSC elbow pr 2.00 320.00 640.00
h. 25mmØ locknut and bushing pr 2.00 14.00 28.00
i. 20mmØ liquidtight flexible metal conduit m 3.00 20.00 60.00
j. 20mmØ connector pc 2.00 10.00 20.00
k. Ulitiity box, deep type pc 35 30.00 1,050.00
l. junction box, deep type pc 40 31.00 1,240.00
m.32mmØ entrance cap pc 1 243.20 243.20
n. 16mmØx2.4m ground rod pc 2 1,200.00 2,400.00

Sub - Total for F 19,023.20

G. Direct Unit Cost (E + F) 21,342.89
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 2,561.15
I. Contractor's Profit (CP) 8% of G 1,707.43
J. Value Added Tax (VAT) 5% of (G + H + I) 1,280.57
K. Total Unit Cost (G + H + I + J) 26,892.04
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1100(18) Wires and Wiring Devices

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 9.00 91.41 822.69

b. Skilled Laborer 1 22.00 66.06 1,453.32
c. Unskilled Laborer 1 22.00 50.86 1,118.92

Sub - Total for A 3,394.93

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 339.49

Sub - Total for B 339.49

C. Total (A + B) 3,734.42
D. Output = 1 l.s. .
E. Direct Unit Cost (C ÷ D) 3,734.42
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 3.5mm2 THHN wire,stranded m 640.00 23.00 14,720.00

b. 5.5mm2 THHN wire,stranded m 18.00 24.00 432.00
c. 22.0mm2 THHN, wire, stranded m 24.00 156.00 3,744.00
d. 2.0mm2 TW wire, stranded m 48.00 24.00 1,152.00
e. 3.5mm2 TW wire, stranded m 320.00 23.00 7,360.00
f. 5.5mm2 TW wire stranded m 33.00 24.00 792.00
g. 8.0mm2 TW wire stranded m 12.00 65.00 780.00
h. one gang switch set 7.00 92.00 644.00
i. two gang switch set 5.00 126.00 630.00
j. three way switch set 6.00 145.00 870.00
k. Duplex C.O. grounding type, 15A, 250V set 4.00 330.00 1,320.00
l. Duplex C.O. grounding type, 250 C, set 2.00 420.00 840.00
weatherproof
m. KWHR meter set 1.00 2,200.00 2,200.00
n. Tape, bolt&nut, mica tube, terminal lugs, JB lot 1.00 1,774.20 1,774.20
cover clamps, screw and anchors

Sub - Total for F 37,258.20

G. Direct Unit Cost (E + F) 40,992.62
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 4,919.11
I. Contractor's Profit (CP) 8% of G 3,279.41
J. Value Added Tax (VAT) 5% of (G + H + I) 2,459.56
K. Total Unit Cost (G + H + I + J) 51,650.70
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1102(21) Power Load Center, Switchgear, and Panel Boards
Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 7.00 91.41 639.87

b. Skilled Laborer 1 7.00 66.06 462.42
c. Unskilled Laborer 2 7.00 50.86 712.04

Sub - Total for A 1,814.33

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 181.43

Sub - Total for B 181.43

C. Total (A + B) 1,995.76
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 1,995.76
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

LPA - Flush Mounted, NEMA 1 Enclosure w/ Ground Te set 1.00 14,790.10 14,790.10
Main: 70at, 100af, 2p, 240v ,18KAIC
Branches: 3 - 15at, 50af, 2p, 240v
4 - 20at, 50af, 2p, 240v
2 - 30at, 50af, 2p, 240v
1 - 30at, 50af, 2p, 240v

40at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
30at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
20at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
Sub - Total for F 18,390.10
G. Direct Unit Cost (E + F) 20,385.86
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 2,446.30
I. Contractor's Profit (CP) 8% of G 1,630.87
J. Value Added Tax (VAT) 5% of (G + H + I) 1,223.15
K. Total Unit Cost (G + H + I + J) 25,686.19
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1103(1) Lighting Fixtures

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 9.00 91.41 822.69

b. Skilled Laborer 1 9.00 66.06 594.54
c. Unskilled Laborer 2 9.00 50.86 915.48

Sub - Total for A 2,332.71

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 233.27

Sub - Total for B 233.27

C. Total (A + B) 2,565.98
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 2,565.98

Name and Specification Unit Quantity Unit Cost Amount (PhP)

F. Materials

a. 2 x 36 watts FL fixture, box type set 4.00 723.00 2,892.00

b. 2 x 36 watts FL fixture box type w/ canopy base set 8.00 1,173.00 9,384.00
and stem set -
c. 1 x 36 watts FL fixture box type. set 9.00 381.00 3,429.00
d. 1 - 18 watts CFL w/ medium base keyless type set 9.00 320.00 2,880.00
porcelain
e. wall fanreceptacle
w/ control switch set 4.00 1,200.00 4,800.00

Sub - Total for F 23,385.00

G. Direct Unit Cost (E + F) 25,950.98
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 3,114.12
I. Contractor's Profit (CP) 8% of G 2,076.08
J. Value Added Tax (VAT) 5% of (G + H + I) 1,557.06
K. Total Unit Cost (G + H + I + J) 32,698.24
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1208(1) Fire Alarm System

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

b. Skilled Laborer 1 24.00 66.06 1,585.44

c. Unskilled Laborer 1 24.00 50.86 1,220.64

Sub - Total for A 2,806.08

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 280.61

Sub - Total for B 280.61

C. Total (A + B) 3,086.69
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 3,086.69
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Fire Alarm Control Panel set 1.00 13,890.00 13,890.00

b. Manual Pull Switch set 2.00 1,250.00 2,500.00
c. Bell, Vibrating Type set 2.00 1,300.00 2,600.00

Sub - Total for F 18,990.00

G. Direct Unit Cost (E + F) 22,076.69
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 2,649.20
I. Contractor's Profit (CP) 8% of G 1,766.14
J. Value Added Tax (VAT) 5% of (G + H + I) 1,324.60
K. Total Unit Cost (G + H + I + J) 27,816.63
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : XIV. CONSTRUCTION OF SOLAR STREET LIGHT

Unit of Measurement : UNIT 9.00 UNIT
Output per hour : 0.26

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

Fabrication
a. Construction Foreman 1 35.00 98.09 3,433.15
b. Skilled Laborer 2 35.00 71.10 4,977.00
c. Unskilled Laborer 4 35.00 54.90 7,686.00

Sub - Total for A 16,096.15

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Sub - Total for B -

C. Total (A + B) 16,096.15
D. Output per Hour = 85.00 kg
E. Direct Unit Cost (C ÷ D) #DIV/0!
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

Solar Street Light, 150watts (E design) set 9.00 11,950.00 107,550.00

Sub - Total for F 107,550.00

G. Direct Unit Cost (C + F) 123,646.15
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 14,837.54
I. Contractor's Profit (CP) 8% of G 9,891.69
J. Value Added Tax (VAT) 5% of (G + H + I) 7,418.77
K. Total Unit Cost (G + H + I + J) 155,794.15
ESTIMATE SYSTEM:

PROJECT : DELY ABAN

LOCATION : CENTRO EAST, STA TERESITA, CAGAYAN

EXCAVATION OF FOOTING EMBANKMENT

EXCAVATION Dimension Qty. Excavation EMBANKMENT
Member WIDTH LENGTH HEIGHT per Volume Member
Description (m) (m) (m) Unit (cu.m.) Description
F1 1.50 1.50 1.35 9.00 27.34 F1
WF-1 0.30 45.10 0.60 1.00 8.12 C1
0.00 0.00 0.00 0.00 0.00 WF-1
0.00 0.00 0.00 0.00 0.00 CHB-4"
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00

Volume of footing cu.m

Total Volume of Exacavation 35.46 cu.m
Embankment from structure Excavation 22.60 cu.m
Embankment from common borrow 6.06 cu.m

EMBANKMEN
3.775 8 30.2 EMBANKMENT
3.125 4 12.5 Member
1.2 2 2.4 Description
45.1 SLAB
EMBANKMENT from structure excavation GRAVEL FILL
Dimension Qty. EMBANKMENT EMBANKMENT Dimension
WIDTH LENGTH HEIGHT per Volume Member WIDTH
(m) (m) (m) Unit (cu.m.) Description (m)
1.50 1.50 0.35 9.00 7.09 SLAB 7.30
0.25 0.35 1.60 9.00 1.26 0.00
0.30 45.10 0.20 1.00 2.71 0.00
0.10 45.10 0.40 1.00 1.80 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
TOTAL 12.86

22.60

EMBANKMENT from common borrow

Dimension Qty. EMBANKMENT
WIDTH LENGTH HEIGHT per Volume
(m) (m) (m) Unit (cu.m.)
7.30 8.30 0.10 1.00 6.06
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
TOTAL 6.06
GRAVEL FILL
Dimension Qty. EMBANKMENT
LENGTH HEIGHT per Volume
(m) (m) Unit (cu.m.)
8.30 0.10 1.00 6.06
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
TOTAL 6.06
60.59
0
0
60.59
Total Volume of Footing 9.79 cu.m.
AGGREGATE, crushed gravel 1" 10.00 cu.m.
AGGREGATE, washed sand 5.00 cu.m.
CEMENT, Portland ordinary @ 40kg. 98.00 bag
REBAR, 10mm x 6.0m grade 33 36.00 lg.
REBAR, 10mm x 9.0m grade 33 - lg.
REBAR, 12mm x 6.0m grade 33 - lg.
REBAR, 12mm x 9.0m grade 33 - lg.
REBAR, 16mm x 6.0m grade 40 60.00 lg.
REBAR, 16mm x 9.0m grade 40 - lg.
REBAR, 20mm x 6.0m grade 40 - lg.
REBAR, 20mm x 9.0m grade 40 - lg.
REBAR, 25mm x 6.0m grade 40 - lg.
REBAR, 25mm x 9.0m grade 40 - lg.
WIRE, GI tie #16 10.00 kg.
Total Volume of Colums 7.56 cu.m.
Total Lateral Surface Area 103.68 sq.m.
Total Length of Columns 86.40 m.
No. of cycle of Forms 3.00 cycles
No. of cycle of Scaffoldings 5.00 cycles
AGGREGATE, crushed gravel 3/4" 8.00 cu.m.
AGGREGATE, washed sand 6.00 cu.m.
CEMENT, Portland ordinary @ 40kg. 76.00 bag
CEMENT, Masonry @ 40kg. 13.00

REBAR, 6mm x 6.0m grade 33 - lg.

REBAR, 10mm x 6.0m grade 33 116.00 lg.
REBAR, 10mm x 9.0m grade 33 - lg.
REBAR, 12mm x 6.0m grade 33 - lg.
REBAR, 12mm x 9.0m grade 33 - lg.
REBAR, 16mm x 6.0m grade 40 120.00 lg.
REBAR, 16mm x 9.0m grade 40 - lg.
REBAR, 20mm x 6.0m grade 40 - lg.
REBAR, 20mm x 9.0m grade 40 - lg.
REBAR, 25mm x 6.0m grade 40 - lg.
REBAR, 25mm x 9.0m grade 40 - lg.
SPACER, PVC bar #234 173.00 pc.
WIRE, GI tie #16 21.00 kg.
FORMWORKS, Marine plywood 1/2" x 4' x 8' 12.00 sht.
FORMWORK, good lumber 2" x 2" x 12' 79.00 pc.
SCAFFOLD, good lumber 2" x 4" x 12' 81.00 pc.
NAIL, CWN 1-1/2" 5.00 kg.
NAIL, CWN 2" 5.00 kg.
NAIL, CWN 3" 17.00 kg.
NAIL, CWN 4" 9.00 kg.
RELEASING AGENT, formoil Houston 2.00 gal.
BEAMS Dimension Qty. Concrete Surface Total Main Bar
Member Width Depth Length per Volume Area Length Cut Qty. Bar-Dia. Bar-lg.
Description (m) (m) (m) Unit (cu.m.) (sq.m.) (m) (pc.) (mm) (m)
B-1 0.25 0.40 3.78 6 2.27 18.12 22.65 4 16 6
B-1 0.25 0.40 3.13 6 1.88 15.00 18.75 4 16 6
B-1 0.25 0.40 1.50 3 0.45 3.60 4.50 4 16 6
B-2 0.20 0.40 3.78 2 0.60 6.04 7.55 3 16 6
B-2 0.20 0.40 3.50 1 0.28 2.80 3.50 3 16 6
B-3 0.20 0.35 3.78 6 1.59 15.85 22.65 4 16 6
B-3 0.20 0.35 3.13 6 1.31 13.13 18.76 4 16 6
RB-1 0.20 0.30 3.78 3 0.68 6.79 11.33 3 16 6
0.20 0.30 3.13 4 0.75 7.50 12.50 3 16 6
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
TIE BEAMS
FTB 0.25 0.35 3.78 6 1.98 15.85 22.65 4 16 6
0.25 0.35 3.13 6 1.64 13.13 18.75 4 16 6
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0.00 0.00 0.00 0 0 0

Total Volume of Beams 13.42 cu.m.

Total Volume of Roof/ Beams 9.80 cu.m.
Total Volume of Tie Beams 3.62 cu.m.
Total Lateral Surface Area 88.84 sq.m. FORMS
area to be plastered 117.82 sq.m.
Total Length of Beams 163.58 m.
No. of cycle of Forms 3.00 cycles
No. of cycle of Scaffoldings 5.00 cycles
AGGREGATE, crushed gravel 3/4" 14.00 cu.m.
AGGREGATE, washed sand 12.00 cu.m.
CEMENT, Portland ordinary @ 40kg. 121.00 bag 120.82 bags
CEMENT, masonry @ 40kg. 11.00 bag 10.47 bags
Weight of RSB
REBAR, 6mm x 6.0m plain - lg. - kg
REBAR, 10mm x 6.0m grade 33 208.00 lg. 773.76 kg
REBAR, 10mm x 9.0m grade 33 - lg. - kg
REBAR, 12mm x 6.0m grade 33 - lg. - kg
REBAR, 12mm x 9.0m grade 33 - lg. - kg
REBAR, 16mm x 6.0m grade 40 230.00 lg. 2,180.40 kg
REBAR, 16mm x 9.0m grade 40 - lg. - kg
REBAR, 20mm x 6.0m grade 40 - lg. - kg
REBAR, 20mm x 9.0m grade 40 - lg. - kg
REBAR, 25mm x 6.0m grade 40 - lg. - kg
REBAR, 25mm x 9.0m grade 40 - lg. - kg
SPACER, PVC bar #232 219.00 pc.
WIRE, GI tie #16 39.00 kg.
FORMWORKS, Marine plywood 1/2" x 4' x 8' 11.00 sht.
FORMWORK, good lumber 2" x 2" x 12' 24.00 pc.
SCAFFOLD, good lumber 2" x 4" x 12' 35.50 pc.
NAIL, CWN 1-1/2" 3.00 kg.
NAIL, CWN 2" 2.00 kg.
NAIL, CWN 3" 8.00 kg.
NAIL, CWN 4" 6.00 kg.
RELEASING AGENT, formoil Houston 2.00 gal.
Weight of Rebar 2,954.16 kg.
Main Bar Extra Bars Closed Stirrups
Cut-lg. Bar-Qty. Cut Qty. Bar-Dia. Bar-lg. Cut-lg. Bar-Qty. Spacing Cut Qty. Bar-Dia. Bar-lg.
(m) (lg.) (pc.) (mm) (m) (m) (lg.) (m) (pc.) (mm) (m)
4.68 24.00 16 x 6 2 16 6 3.78 12.00 16 x 6 0.150 26 10 6
4.03 24.00 16 x 6 2 16 6 3.13 12.00 16 x 6 0.150 21 10 6
2.40 6.00 16 x 6 2 16 6 1.50 1.50 16 x 6 0.150 10 10 6
4.68 6.00 16 x 6 0 0 0 0.00 0.00 0.00 0.150 26 10 6
4.40 3.00 16 x 6 0 0 0 0.00 0.00 0.00 0.150 24 10 6
4.68 24.00 16 x 6 0 0 0 0.00 0.00 0.00 0.150 26 10 6
4.03 24.00 16 x 6 0 0 0 0.00 0.00 0.00 0.150 21 10 6
4.68 9.00 16 x 6 0 0 0 0.00 0.00 0.00 0.150 26 10 6
4.03 12.00 16 x 6 0 0 0 0.00 0.00 0.00 0.150 21 10 6
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0

4.68 24.00 16 x 6 2 16 6 3.78 12.00 16 x 6 0.150 26 10 6

4.03 24.00 16 x 6 2 16 6 3.13 12.00 16 x 6 0.150 21 10 6
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0
0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.000 0 0 0

Qty. Space Equiv.

1 0.05 0.10
2 0.10 0.40
0.00

0.00
0 0.00 0.00
6 0.125 8
1 2.00 0.50 0.25 Bal.

11
Closed Stirrups Cut Bars/Open Stirrups
Cut-lg. Bar-Qty. Spacing Cut Qty. Bar-Dia. Bar-lg. Cut-lg. Bar-Qty.
(m) (lg.) (m) (pc.) (mm) (m) (m) (lg.)
1.16 31.20 10 x 6 0.000 0 0 0 0.00 0.00 0.00
1.16 25.20 10 x 6 0.000 0 0 0 0.00 0.00 0.00
1.16 6.00 10 x 6 0.000 0 0 0 0.00 0.00 0.00
1.06 10.40 10 x 6 0.000 0 0 0 0.00 0.00 0.00
1.06 4.80 10 x 6 0.000 0 0 0 0.00 0.00 0.00
0.96 26.00 10 x 6 0.000 0 0 0 0.00 0.00 0.00
0.96 21.00 10 x 6 0.000 0 0 0 0.00 0.00 0.00
0.86 13.00 10 x 6 0.000 0 0 0 0.00 0.00 0.00
0.86 14.00 10 x 6 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00

1.06 31.20 10 x 6 0.000 0 0 0 0.00 0.00 0.00

1.06 25.20 10 x 6 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
0.00 0.00 0.00 0.000 0 0 0 0.00 0.00 0.00
MORTAR BINDER & FILLER Masonry Rebar
Member Vert. Hor. Unit Area CHB Cement Sand Grv.3/8" Bar-Qty. Tie Wire
Description (m) (m) Qty. (sq.m.) Qty. Size (bag) (cu.m.) (cu.m.) (lg.) (kg.)
FRONT 2.70 2.95 2 13.41 171.00 4" 6.29 0.84 0.94 5.59 10 x 9 0.41
REAR 2.70 2.95 2 14.25 182.00 4" 6.70 0.89 1.00 5.94 10 x 9 0.43
LEFT 2.70 2.90 1 7.19 92.00 4" 3.39 0.45 0.51 3.00 10 x 9 0.22
RIGHT 2.70 2.90 1 7.19 92.00 4" 3.39 0.45 0.51 3.00 10 x 9 0.22
others 2.70 2.90 1 6.36 82.00 4" 3.02 0.40 0.45 2.65 10 x 9 0.19
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
CHB 100MM THCK
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
0.00 0.00 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00
 Glazed Tiles and Trims Unglazed Tiles
Dimesion(m) Dimesion(m)
Location QTY Area Location QTY Area
L W/h L W/h
wall 1 2.1 1.6 2 6.72 cr 1 flr. 2.1 1.2 1 2.52
wall 2 1.2 1.6 2 3.84 cr 2 flr. 2.1 1.2 0 0
flooring 13.75 6.8 1 93.5 0
0
0
0
0
0
0
0
0
0
0
0
0
total 10.56 total 2.52
 CEILING FRAME
Description
Quantity Unit
Compute & Enter Area here >>
52.00 sht Ceil. Panel, Fiber Cement Board 4.5mm x 4' x 8'
262.50 ln. m Ceil. Joist, Metal Carrying Channel -12mm x 38mm x 5m x ).8mm 6m Long
150.00 ln. m Ceil. Frame (nailer) metal double furring channel
0.00 pcs Angle Bar
210.00 pc/m² Rod Suspension Hanger with Adjustment

#DIV/0! pc/m² No. of Ceil. Panel, Fiber Cement Board 4.5mm x 4' x 8' per sq. m
#DIV/0! pc/m² No. of Ceil. Joist, Metal Carrying Channel -12mm x 38mm x 5m x ).8mm 6m Long per sq.m
#DIV/0! pc/m² No. of Ceil. Frame (nailer) metal double furring channel per sq. m
0 pc/m² No. of Angle Bar per square meter

babaguhin ko pa ito
 Area of Area of Ceiling total area Dimension of W 1.20
Flexboard Exterior Interior of ceiling Board L 2.40
0 44.60 93.50 138.10
Rod suspension / board
- 17.00 35.00
- 21.25 43.75 pcs Length of channel
- 12.14 25.00 pcs T length of carrying
- - - channel use in 1 pc board
- 102.00 210.00 T length of furring channel
use in 1 pc board
Perimeter(total)
 Area of Ceiling
Exterior Interior
location L(m) W(m) Qty area location L(m) W(m)
8.8 1 2 17.6 13.75 6.8
13.5 1 2 27
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
total 44.6 total
nterior
Qty area
1 93.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
93.5
LUMBER Area of Ceiling
Description
Quantity Unit Exterior Interior
Compute & Enter Area here >> 44.60 6.72
18.00 sht. CEIL. PANEL, Flexboard 4.5mm x 4' x 8' 15.00 3.00
78.00 bd.ft. CEIL. FRAME, aptg. trd. 13pc. 2" x 3" x 12' 11.00 2.00
216.00 bd.ft. CEIL. JOIST, aptg. trd. 54pc. 2" x 2" x 12' 45.00 9.00
72.00 bd.ft. CEIL. PLATE, aptg. trd. 12pc. 2" x 3" x 12' 10.00 2.00
20.00 bd.ft. CEIL. HANGER, aptg. trd. 5pc. 2" x 2" x 12' 4.00 1.00
0.00 sht. FACIA PANEL, Flexboard 4.5mm x 4' x 8' - -
0.00 bd.ft. FACIA FRAME, aptg. trd. 0pc. 2" x 2" x 12' - -
0.00 sht. WALL PANEL, Flexboard 6mm x 4' x 8' - -
0.00 sht. WALL PANEL, Flexboard 9.0mm x 4' x 8' - -
0.00 bd.ft. WALL STUD, aptg. trd. 0pc. 2" x 4" x 12' - -
1.00 4-lt. WOOD PROTECTANT, coaltar Tru-coat 0.41 0.08
2.00 100ml. WOOD PROTECTANT, Cislin or Solig.= 6 gal. 0.99 0.15
2.00 kg. NAIL, Flexboard 1" 1.35 0.27
4.00 kg. NAIL, CWN 1-1/2" 2.58 0.51
2.00 kg. NAIL, CWN 2" 1.41 0.28
2.00 kg. NAIL, CWN 3" 1.02 0.20
1.00 kg. NAIL, CWN 4" 0.47 0.09
 Windows(Steel casement)
Dimensions
Description QTY Area(m²)
L (m) H(m)
w-1 1.60 1.20 3.00 5.76
W-2 1.20 1.20 1.00 1.44
0
0
0
0
0
0
0
0
0
0
0
0
total 7.2
TINSMITHRY Gutter Purlin Ridgeroll
Description
Quantity Unit Length Qty. Length
Enter Length/Quantity of member here >> 16.00 16.00
46.00 sht. Roofing, Corrugated Sheet,0.50mm x .80m x 4.9m. 46.00 -
15.00 lg. PREFAB, GALFAN ga.#24 ordinary gutter 15.00 -
8.00 lg. PREFAB, GALFAN ga.#24 ordinary ridge roll - 8.00
10.00 pc. Side flashing 0.00 -
0.00 pc. J-Bolt w/ Washer 0.00 -
- pc LC Purlins 150 x 65 x 20 x 2.0mm x 6m Long 0 ln.m -
15.00 pc Channel(steel Fascia) 255 x 90 x 25 x 3.0mm LC 52.72 ln.m -

165.76 m² Area to be covered with roofing 165.76 -

0.278 pc. No. of roof per square meter - -
0.500 pc. No. of ridge roll per ln. m - -
0.938 pc. No. of gutter per ln. m - -
0.285 pc. No. of Channel(steel fascia) 255 x 90 x 25 x 3.0 mm LC per Ln. m - -
- pc. No. of J-bolt w/ washer per square meter -

64.00 m Total length of flashing

165.76 m Area of roofing
location
 Side Flashing Conc. Flashing Dimension
Length(R) Length(L) Qty. Length Qty. Width Length
4.90 4.90 2.00 0.00 0.00 5.18 16.00
- -
- -
- -
19.60 -
- -
- -
- -

- - -
- - -
- - -
- - -
- - -

Roofing area
length of roof Width of cr QTY area
16 5.18 2 165.76 10.36

total 165.76
COLUMN a b L no. P A No. of Plywood 3 uses
0.25 0.25 3.2 6 1.2 23.04 8 3

BEAM a b L no. P A No. of Plywood 3 uses

FTB-1 0 0.25 2.95 4 0.6 7.08 3 1
FTB-1 0 0.25 2.9 2 0.6 3.48 2 1
RB-1 0.2 0.3 2.95 4 0.9 10.62 4 4
RB-1 0.2 0.3 2.9 2 0.9 5.22 2 2
8
COLUMN
6 3.2 19.2 90.24
6 3.2 19.2 403.2
6 3.2 19.2 224.64

BEAM
2.95 4 11.8 47.2
2.9 3 8.7 40.89
2.95 4 11.8 47.2
2.9 3 8.7 40.89
2"x2" Frame
89.01

2"x2" Frame
29.67
29.67
118.68
59.34

30.08
134.4
74.88

47.2
40.89
47.2
40.89

741.91
PROJECT TITLE : PROPOSED 4 STOREY BUILDING
PROJECT LOCATI: BRGY. CENTRO EAST, STA. TERESITA, CAGAYAN
OWNER : SHERYLLE P. KURZ

DETAIL UNIT PRICE ANALYSIS

ARCHITECTURAL
STRUCTURAL
I CONCRETE WORKS
Footing/Wall Footing cu.m
Portland Cement bags 150.00 -
Gravel Loads 10.00 -
Sand loads 10.00 -
J REINFORCING BARS INCL. TIE WIRE
20mm Ø RSB x 6.0m long pcs 150.00 -
16mm Ø RSB x 6.0m long pcs 50.00 -
10mm Ø RSB x 6.0m long pcs 100.00 -
#16 Tie Wire rolls 1.00 -
Total of Material Cost -

ELECTRICAL
Panel Box, 4 holes set 1.00 -
60AT Circuit Breaker -
15AT Circuit Breaker
20AT Circuit Breaker
30AT Circuit Breaker

-
Total of Material Cost -
GROUND FLOOR
3.775 2.6 2 19.63
3.125 2.6 6 48.75

2ND FLOOR
3.775 2.65 5 50.01875
3.125 2.65 5 41.40625
3.3 2.65 1 8.745
168.55

0.9 2.15 1 1.935

0.8 2.15 1 1.72
0.7 2.15 1 1.505
1.85 1.9 1 3.515
1.5 1.2 1 1.8
1 1.2 1 1.2
1 0.8 1 0.8
0.4 0.6 1 0.24
1.2 1.2 1 1.44
14.155

154.395
 DETAILED ESTIMATE FOR THE PROPOSED ESTABLISHMENT OF MUNICIPAL HATCHERY
AT BRGY. CANIUGAN, STA. TERESITA, CAGAYAN

I CLEARING & GRUBBING (Labor Only)

B. Labor
Designation No. of Person/s Daily Rate No. of Day/s
FOREMAN 1 700.00 x 1.00 700.00
LABOR 2 400.00 x 1.00 800.00
Est'd Cost = 1,500.00

Total Material Cost =

Labor & Equipment = 1,500.00
Mark Up = 375.00
VAT 5% = 93.75
Estimated Cost = 1,968.75

II EARTHWORKS: QTY =
A. Excavation Works (Labor Only) cu.m 75.51
(Includes excavation of column footings,
wall footings, piping system)

B. Labor
Designation No. of Person/s Daily Rate No. of Day/s
Construction Foreman 1 700.00 x 11.00 7,700.00
Laborers 6 400.00 x 11.00 26,400.00
Est'd Cost = 34,100.00

B. Backfilling Works (Red Soil) cu.m 20.80 400.00 8,320.00

B. Labor
Designation No. of Person/s Daily Rate No. of Day/s
Construction Foreman 1 700.00 x 2.00 1,400.00
Laborers 6 400.00 x 2.00 4,800.00
Est'd Cost = 6,200.00

Total Material Cost = 8,320.00

Labor & Equipment = 40,300.00
Mark Up = 12,155.00
VAT 5% = 3,038.75
Estimated Cost = 63,813.75

III CONCRETE WORKS: QTY = 52.27 CU.M

A. Column Footing 6.05 CU.M
Portland Cement bags 56.00 270.00 15,120.00
Coarse Aggregates cu.m 7.00 1,000.00 7,000.00
Fine Aggregates cu.m 4.00 1,000.00 4,000.00
16mm Ø RSB pcs 47.00 180.00 8,460.00
#16 Tie Wire kgs 5.50 90.00 495.00
Material Cost = 35,075.00

B. Wall Footing 4.22 CU.M

Portland Cement bags 39.00 270.00 10,530.00
Coarse Aggregates cu.m 4.22 1,000.00 4,220.00
Fine Aggregates cu.m 2.11 1,000.00 2,110.00
10mm Ø RSB pcs 57.00 180.00 10,260.00
#16 Tie Wire kgs 6.00 90.00 540.00
Material Cost = 27,660.00

C. Column 6.19 CU.M

Portland Cement bags 57.00 270.00 15,390.00
Coarse Aggregates cu.m 7.00 1,000.00 7,000.00
Fine Aggregates cu.m 3.50 1,000.00 3,500.00
16mm Ø RSB pcs 85.00 470.00 39,950.00
10mm Ø RSB pcs 85.00 180.00 15,300.00
#16 Tie Wire kgs 5.50 90.00 495.00
Material Cost = 81,635.00

D. Tie Beam 5.16 CU.M

Portland Cement bags 47.00 270.00 12,690.00
Coarse Aggregates cu.m 6.00 1,000.00 6,000.00
Fine Aggregates cu.m 3.00 1,000.00 3,000.00
16mm Ø RSB pcs 64.00 470.00 30,080.00
10mm Ø RSB pcs 123.00 180.00 22,140.00
#16 Tie Wire kgs 23.00 90.00 2,070.00
Material Cost = 75,980.00

E. Roof Beam 9.85 CU.M

Portland Cement bags 90.00 270.00 24,300.00
Coarse Aggregates cu.m 10.00 1,000.00 10,000.00
Fine Aggregates cu.m 5.00 1,000.00 5,000.00
16mm Ø RSB pcs 154.00 470.00 72,380.00
10mm Ø RSB pcs 128.00 180.00 23,040.00
#16 Tie Wire kgs 35.00 90.00 3,150.00
Material Cost = 137,870.00

F. Slab 20.8 CU.M

Portland Cement bags 190.00 270.00 51,300.00
Coarse Aggregates cu.m 21.00 1,000.00 21,000.00
Fine Aggregates cu.m 11.00 1,000.00 11,000.00
10mm Ø RSB pcs 205.00 180.00 36,900.00
#16 Tie Wire kgs 8.00 90.00 720.00
Material Cost = 120,920.00

Employ:
CONCRETE 52.27 cu.m
REBAR 5,531.80 kgs

OUTPUT FOR CONCRETE:

4.60 cu.m/MD
No. of Days= 1.03 Days say 2.00 days

OUTPUT FOR REINFORCEMENT:

21 kgs/MD
23.95 Days say 24.00 days

Designation No. of Person/s Daily Rate No. of Day/s

FOREMAN 1 700.00 x 26.00 18,200.00
SKILLED 4 550.00 x 26.00 57,200.00
LABOR 6 400.00 x 26.00 62,400.00
Est'd Cost = 137,800.00

1 One bagger Mixer 1,376.00 x 2.00 2,752.00

1 Bar Cutter 1,200.00 x 24.00 28,800.00
Est'd Cost = 31,552.00

Total Material Cost = 479,140.00

Labor & Equipment = 169,352.00
Mark Up = 162,123.00
VAT 5% = 40,530.75
Estimated Cost = 851,145.75

IV MASONRY WORKS: QTY = 127.71 SQ.M

A. Conditioning Tank 63 SQ.M
6" Concrete Hollow blocks pcs 800.00 25.00 20,000.00
Portland Cement bags 70.00 270.00 18,900.00
Coarse Aggregates cu.m 3.50 1,000.00 3,500.00
10mm Ø RSB pcs 54.00 180.00 9,720.00
#16 Tie Wire kgs 5.00 90.00 450.00
Material Cost = 52,570.00
B. Store Room & Caretakers's Room 64.71 SQ.M
4" Concrete Hollow blocks pcs 820.00 23.00 18,860.00
Portland Cement bags 34.00 270.00 9,180.00
Coarse Aggregates cu.m 3.00 1,000.00 3,000.00
10mm Ø RSB pcs 55.00 180.00 9,900.00
#16 Tie Wire kgs 5.00 90.00 450.00
Material Cost = 41,390.00

Labor:
Designation No. of Person/s Daily Rate No. of Day/s
Construction Foreman 1 700.00 x 6.00 4,200.00
Skilled Workers 3 550.00 x 6.00 9,900.00
Laborer 4 400.00 x 6.00 9,600.00
Est'd Cost = 23,700.00

Total Material Cost = 93,960.00

Labor & Equipment = 23,700.00
Mark Up = 29,415.00
VAT 5% = 7,353.75
Estimated Cost = 154,428.75

V PLASTERING WORKS: QTY = 280.96 SQ.M

A. Conditioning Tank 138.6 SQ.M
Portland Cement bags 46.00 270.00 12,420.00
Fine Aggregates cu.m 3.74 1,000.00 3,742.20
Sahara Water proofing kgs 137.00 60.00 8,220.00
Concrete bond water proofing gals 3.00 680.00 2,040.00
Material Cost = 26,422.20
B. Store Room & Caretakers's Room 142.362 SQ.M
Portland Cement bags 47.00 270.00 12,690.00
Fine Aggregates cu.m 3.84 1,000.00 3,843.77
Material Cost = 16,533.77

Labor:
Designation No. of Person/s Daily Rate No. of Day/s
Construction Foreman 1 700.00 x 5.00 3,500.00
Skilled Workers 3 550.00 x 5.00 8,250.00
Laborer 4 400.00 x 5.00 8,000.00
Est'd Cost = 19,750.00

Total Material Cost = 42,955.97

Labor & Equipment = 19,750.00
Mark Up = 15,676.49
VAT 5% = 3,919.12
Estimated Cost = 82,301.59

V CARPERTY/TINNERY WORKS: QTY =

A. Roof Frameworks sq.m 234.00 1,901.19 444,878.46

A. Materials
0.5mm THK, Longspan Corrugated Roofing Sheet ln.m 265.45 400.00 106,180.00
Ridge Roll pcs 20.00 600.00 12,000.00
Gutter pcs 28.00 600.00 16,800.00
Tekscrew pcs 3,982.00 3.00 11,946.00
2" x 8"Good Lumber bd-ft 1,567.13 50.00 78,356.50
2" x 6"Good Lumber bd-ft 571.65 50.00 28,582.50
2" x 4" Good Lumber bd-ft 1,046.80 50.00 52,340.00
2" x 2" Good Lumber bd-ft 300.00 50.00 15,000.00
Hardiflex Board pcs 7.00 1,530.00 10,710.00
Solignum gal. 5.00 950.00 4,750.00
Machine Bolt w/ washer & nut kgs 42.73 120.00 5,127.60
3" PVC Pipe kgs 2.00 3,000.00 6,000.00
Common Wire Nails kgs 45.00 90.00 4,050.00
Material Cost = 351,842.60

Labor:
Designation No. of Person/s Daily Rate No. of Day/s
Construction Foreman 1 700.00 x 15.00 10,500.00
Skilled Workers 2 550.00 x 15.00 16,500.00
Laborers 4 400.00 x 15.00 24,000.00
Est'd Cost = 51,000.00

B. Form Works & Scaffoldings

2" x 3" x 12' Good Lumber pcs 75.00 300.00 22,500.00
2" x 2" x 12' Good Lumber pcs 100.00 200.00 20,000.00
1/4" ord. plywood pcs 20.00 430.00 8,600.00
Assorted Common nail kg 20.00 90.00 1,800.00
Material Cost = 52,900.00

B. Labor
Designation No. of Person/s Daily Rate No. of Day/s
Construction Foreman 1 700.00 x 10.00 7,000.00
Skilled Workers 2 550.00 x 10.00 11,000.00
Laborers 2 400.00 x 10.00 8,000.00
Est'd Cost = 26,000.00

Total Material Cost = 404,742.60

Labor & Equipment = 77,000.00
Mark Up = 120,435.65
VAT 5% = 30,108.91
Estimated Cost = 632,287.16

VI PLUMBING WORKS: QTY =

A. Caretaker's Room T&B & Common T&B
pvc pipes/fittings/teflon tapes/solvent lot 1.00 20,000.00 20,000.00
bathroom fixtures sets 2.00 14,500.00 29,000.00
kithcen sink sets 2.00 4,500.00 9,000.00
faucet sets 7.00 700.00 4,900.00
floor drain sets 2.00 500.00 1,000.00
Material Cost = 63,900.00
B. Fresh Water Line (twin tanks)
2" x 6m pipe w/ rubber ring class 100 pcs 9.00 700.00 6,300.00
2" pvc ball valve pcs 6.00 150.00 900.00
2" Pvc elbow pcs 11.00 60.00 660.00
2" x 2" PVC tee joint pcs 5.00 70.00 350.00
Solvent cement 400cc can 5.00 320.00 1,600.00
Material Cost = 9,810.00

C. Drainage Water Line

4" x 3m Pvc pipe orange pcs 8.00 550.00 4,400.00
4" Pvc elbow orange pcs 6.00 125.00 750.00
Solvent cement 400cc can 2.00 320.00 640.00
Material Cost = 5,790.00

B. Labor
Designation No. of Person/s Daily Rate No. of Day/s
Construction foreman 1 700.00 x 10.00 7,000.00
Skilled Workers 2 550.00 x 10.00 11,000.00
Laborers 4 400.00 x 10.00 16,000.00
Est'd Cost = 34,000.00

Total Material Cost = 79,500.00

Labor & Equipment = 34,000.00
Mark Up = 28,375.00
VAT 5% = 7,093.75
Estimated Cost = 148,968.75

VII SEPTIC TANK| QTY = 18.00 SQ.M

6" Concrete Hollow blocks pcs 1,500.00 18.00 27,000.00
Portland Cement bags 180.00 270.00 48,600.00
Coarse Aggregates cu.m 15.00 1,000.00 15,000.00
Fine Aggregates cu.m 12.00 1,000.00 12,000.00
10mm Ø RSB pcs 195.00 180.00 35,100.00
#16 Tie Wire kgs 12.00 90.00 1,080.00
Material Cost = 138,780.00

B. Labor
Designation No. of Person/s Daily Rate No. of Day/s
Construction Foreman 1 700.00 x 13.00 9,100.00
Skilled Workers 2 550.00 x 13.00 14,300.00
Laborers 4 400.00 x 13.00 20,800.00
Est'd Cost = 44,200.00

Total Material Cost = 138,780.00

Labor & Equipment = 44,200.00
Mark Up = 45,745.00
VAT 5% = 11,436.25
Estimated Cost = 240,161.25

VIII DOOR & WINDOWS

a. Caretaker's Room/Storage/Tanks
(2.1m x 0.9m) Panel Door w/ Complete acc. set 1.00 17,000.00 17,000.00
(2.1m x 0.8m) Panel Door w/ Complete acc. set 1.00 15,000.00 15,000.00
(2.1m x 0.6m) PVC Door w/ Complete acc. set 1.00 2,000.00 2,000.00
(2m x 1m) Aluminum Type Window set 1.00 5,000.00 13,000.00
Powdered Coated
(1.5m x 1m) Aluminum Type Window set 3.00 5,000.00 9,700.00
Powdered Coated
(1.2m x 1m) Aluminum Type Window set 2.00 5,000.00 7,800.00
Powdered Coated
(1m x 1m) Aluminum Type Window set 3.00 5,000.00 6,550.00
Powdered Coated
(2m x 0.6m) Aluminum Type Window set 1.00 5,000.00 7,800.00
Powdered Coated
(0.6m x 0.4m) Aluminum Type Window set 2.00 5,000.00 1,600.00
Powdered Coated 8,045.00
Consumable Material Cost = 88,495.00

B. Labor
Designation No. of Person/s Daily Rate No. of Day/s
Construction Foreman 1 700.00 x 2.00 1,400.00
Skilled Workers 1 550.00 x 2.00 1,100.00
Laborers 1 400.00 x 2.00 800.00
Est'd Cost = 3,300.00

Total Material Cost = 88,495.00

Labor & Equipment = 3,300.00
Mark Up = 22,948.75
VAT 5% = 5,737.19
Estimated Cost = 120,480.94
IX ELECTRICAL WORKS: QTY =
A. Material
Panel board 6 branches set 1.00 6,000.00 6,000.00
60A circuit breaker (bolt-on type) set 1.00 650.00 650.00
30A circuit breaker (bolt-on type) sets 2.00 650.00 1,300.00
20A circuit breaker (bolt-on type) sets 1.00 650.00 650.00
15A circuit breaker (bolt-on type) sets 2.00 650.00 1,300.00
2.0sq.mm. thhn stranded wire bxs 3.00 2,500.00 7,500.00
3.5sq.mm. thhn stranded wire box 3.00 3,500.00 10,500.00
5.5sq.mm. thhn stranded wire box 3.00 4,800.00 14,400.00
14.0sq.mm. thhn stranded wire ln.m. 83.00 50.00 4,150.00
Weather proof outlet sets 2.00 550.00 1,100.00
flash type switch sets 7.00 200.00 1,400.00
flash type conv. out-let sets 7.00 200.00 1,400.00
T8 led tube (single) industrial type sets 9.00 1,100.00 9,900.00

94
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1100(19) Conduit, Boxes, and Fittings

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 19.00 91.41 1,736.79

b. Skilled Laborer 1 60.00 66.06 3,963.60
c. Unskilled Laborer 1 60.00 50.86 3,051.60

Sub - Total for A 8,751.99

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 875.20

Sub - Total for B 875.20

C. Total (A + B) 9,627.19
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 9,627.19
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 20mmØ PVC conduit length 175.00 69.00 12,075.00

b. 25mmØ PVC conduit length 4.00 92.00 368.00
c. 32mmØ PVC conduit length 2.00 120.00 240.00
d. 40mmØ RSC conduit length 4.00 1,069.50 4,278.00
e. 20mmØ PVC adpater pc 350.00 8.00 2,800.00
f. 25mmØ PVC adapter pc 4.00 14.00 56.00
g. 32mmØ PVC adapter pc 2.00 16.00 32.00
h. 20mmØ locknut and bushing pr 350.00 8.00 2,800.00
d. 40mmØ RSC elbow pr 4.00 289.80 1,159.20
j. 25mmØ locknut and bushing pr 4.00 14.00 56.00
k. 20mmØ liquidtight flexible metal conduit m 3.00 20.00 60.00
l. 20mmØ connector pc 2.00 10.00 20.00
m. Ulitiity box, deep type pc 60.00 30.00 1,800.00
n. junction box, deep type pc 80.00 31.00 2,480.00
o. 40mmØ entrance cap pc 1.00 304.00 304.00
p. 16mmØx2.4m ground rod pc 2.00 1,200.00 2,400.00

Sub - Total for F 30,928.20

G. Direct Unit Cost (E + F) 40,555.39
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 4,866.65
I. Contractor's Profit (CP) 8% of G 3,244.43
J. Value Added Tax (VAT) 5% of (G + H + I) 2,433.32
K. Total Unit Cost (G + H + I + J) 51,099.79
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1100(18) Wires and Wiring Devices

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 26.00 91.41 2,376.66

b. Skilled Laborer 1 40.00 66.06 2,642.40
c. Unskilled Laborer 1 40.00 50.86 2,034.40

Sub - Total for A 7,053.46

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 705.35

Sub - Total for B 705.35

C. Total (A + B) 7,758.81
D. Output = 1 l.s. .
E. Direct Unit Cost (C ÷ D) 7,758.81
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 3.5mm2 THHN wire,stranded m 1100.00 23.00 25,300.00

b. 5.5mm2 THHN wire,stranded m 60.00 24.00 1,440.00
c.8.0mm2 THHN, wire, stranded m 6.00 65.00 390.00
c.38.0mm2 THHN, wire, stranded m 24.00 292.60 7,022.40
d.2.0mm2 TW wire, stranded m 72.00 24.00 1,728.00
e. 3.5mm2 TW wire, stranded m 550.00 23.00 12,650.00
f.5.5mm2 TW wire stranded m 18.00 24.00 432.00
g.8.0mm2 TW wire stranded m 24.00 65.00 1,560.00
h. one gang switch set 11.00 92.00 1,012.00
i. two gang switch set 9.00 126.00 1,134.00
j. three way switch set 4.00 145.00 580.00
j. 2- gang ,three way switch set 4.00 175.00 700.00
k. Duplex C.O. grounding type, 15A, 250V set 12.00 330.00 3,960.00
l. Duplex C.O. grounding type, 250 C, set 2.00 420.00 840.00
weatherproof -
m. KWHR meter set 1.00 2,200.00 2,200.00
n. Tape, bolt&nut, mica tube, terminal lugs, JB lot 1.00 3,047.42 3,047.42
cover clamps, screw and anchors

Sub - Total for F 63,995.82

G. Direct Unit Cost (E + F) 71,754.63
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 8,610.56
I. Contractor's Profit (CP) 8% of G 5,740.37
J. Value Added Tax (VAT) 5% of (G + H + I) 4,305.28
K. Total Unit Cost (G + H + I + J) 90,410.83
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1102(21) Power Load Center, Switchgear, and Panel Boards
Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 11.00 91.41 1,005.51

b. Skilled Laborer 1 11.00 66.06 726.66
c. Unskilled Laborer 2 11.00 50.86 1,118.92

Sub - Total for A 2,851.09

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 285.11

Sub - Total for B 285.11

C. Total (A + B) 3,136.20
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 3,136.20
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. MDP set 1.00 8,800.00 8,800.00

Main: 100at, 100af, 2p, 240v, 18 KAIC
Br.: 1 - 30at, 50af, 2p, 240v
1 - 40at, 50af, 2p, 240v
1 - 50at, 50af, 2p, 240v

a. LPA set 1.00 14,255.00 14,255.00

Main: 50at, 50af, 2p, 240v (lugs only)
Br.: 2 - 15at, 50af, 2p, 240v
5 - 20at, 50af, 2p, 240v
1 - 30at, 50af, 2p, 240v

a. LPB set 1.00 9,800.00 9,800.00

Main: 40at, 50af, 2p, 240v, 10KAIC
Br.: 2 - 15at, 50af, 2p, 240v
4 - 20at, 50af, 2p, 240v

40at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
30at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
20at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
Sub - Total for F 36,455.00
G. Direct Unit Cost (E + F) 39,591.20
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 4,750.94
I. Contractor's Profit (CP) 8% of G 3,167.30
J. Value Added Tax (VAT) 5% of (G + H + I) 2,375.47
K. Total Unit Cost (G + H + I + J) 49,884.91
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1103(1) Lighting Fixtures

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 19.00 91.41 1,736.79

b. Skilled Laborer 1 19.00 66.06 1,255.14
c. Unskilled Laborer 2 19.00 50.86 1,932.68

Sub - Total for A 4,924.61

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 492.46

Sub - Total for B 492.46

C. Total (A + B) 5,417.07
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 5,417.07

Name and Specification Unit Quantity Unit Cost Amount (PhP)

F. Materials

a. 2 x 36 watts FL fixture, box type set 12.00 723.00 8,676.00

b. 2 x 36 watts FL fixture box type w/ canopy base set 24.00 1,173.00 28,152.00
and stem -
c. 1 x 36 watts FL fixture box type. set 17.00 381.00 6,477.00
d. 1 - 18 watts CFL w/ medium base keyless type set 9.00 320.00 2,880.00
porcelain
e. wall fanreceptacle
w/ control switch set 12.00 1,200.00 14,400.00

Sub - Total for F 60,585.00

G. Direct Unit Cost (E + F) 66,002.07
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 7,920.25
I. Contractor's Profit (CP) 8% of G 5,280.17
J. Value Added Tax (VAT) 5% of (G + H + I) 3,960.12
K. Total Unit Cost (G + H + I + J) 83,162.61
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1208(1) Fire Alarm System

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

b. Skilled Laborer 1 24.00 66.06 1,585.44

c. Unskilled Laborer 1 24.00 50.86 1,220.64

Sub - Total for A 2,806.08

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 280.61

Sub - Total for B 280.61

C. Total (A + B) 3,086.69
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 3,086.69
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Fire Alarm Control Panel set 1.00 13,890.00 13,890.00

b. Manual Pull Switch set 2.00 1,250.00 2,500.00
c. Bell, Vibrating Type set 2.00 1,300.00 2,600.00

Sub - Total for F 18,990.00

G. Direct Unit Cost (E + F) 22,076.69
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 2,649.20
I. Contractor's Profit (CP) 8% of G 1,766.14
J. Value Added Tax (VAT) 5% of (G + H + I) 1,324.60
K. Total Unit Cost (G + H + I + J) 27,816.63
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1100(19) Conduit, Boxes, and Fittings

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 40.00 91.41 3,656.40

b. Skilled Laborer 1 68.00 66.06 4,492.08
c. Unskilled Laborer 1 68.00 50.86 3,458.48

Sub - Total for A 11,606.96

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 1,160.70

Sub - Total for B 1,160.70

C. Total (A + B) 12,767.66
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 12,767.66
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 20mmØ PVC conduit length 310.00 69.00 21,390.00

b. 25mmØ PVC conduit length 4.00 92.00 368.00
c. 32mmØ PVC conduit length 12.00 120.00 1,440.00
d. 65mmØ RSC conduit length 8.00 2,233.35 17,866.80
d. 90mmØ RSC conduit length 4.00 3,580.46 14,321.84
d. 32mmØ RSC elbow pc 2.00 320.00 640.00
e. 20mmØ PVC adpater pc 500.00 8.00 4,000.00
f. 25mmØ PVC adapter pc 4.00 14.00 56.00
g. 32mmØ PVC adapter pc 2.00 16.00 32.00
h. 20mmØ locknut and bushing pr 500.00 8.00 4,000.00
j. 25mmØ locknut and bushing pr 2.00 14.00 28.00
j. 32mmØ locknut and bushing pr 2.00 16.00 32.00
k. 20mmØ liquidtight flexible metal conduit pc 3.00 20.00 60.00
l. 20mmØ connector m 2.00 10.00 20.00
m. Ulitiity box, deep type pc 85.00 30.00 2,550.00
n. junction box, deep type pc 115.00 31.00 3,565.00
o. 90mmØ entrance cap pc 1.00 684.00 684.00
p. 16mmØx2.4m ground rod pc 2.00 1,200.00 2,400.00

Sub - Total for F 73,453.64

G. Direct Unit Cost (E + F) 86,221.30
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 10,346.56
I. Contractor's Profit (CP) 8% of G 6,897.70
J. Value Added Tax (VAT) 5% of (G + H + I) 5,173.28
K. Total Unit Cost (G + H + I + J) 108,638.83
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1100(18) Wires and Wiring Devices

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 45.00 91.41 4,113.45

b. Skilled Laborer 1 65.00 66.06 4,293.90
c. Unskilled Laborer 1 65.00 50.86 3,305.90

Sub - Total for A 11,713.25

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 1,171.33

Sub - Total for B 1,171.33

C. Total (A + B) 12,884.58
D. Output = 1 l.s. .
E. Direct Unit Cost (C ÷ D) 12,884.58
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 3.5mm2 THHN wire,stranded m 1940.00 23.00 44,620.00

b. 5.5mm2 THHN wire,stranded m 60.00 24.00 1,440.00
c.14.0mm2 THHN, wire, stranded m 18.00 86.00 1,548.00
c.100.0mm2 THHN, wire, stranded m 14.00 691.00 9,674.00
c.200.0mm2 THHN, wire, stranded m 24.00 1,336.00 32,064.00
d.2.0mm2 TW wire, stranded m 216.00 24.00 5,184.00
e. 3.5mm2 TW wire, stranded m 970.00 23.00 22,310.00
f.5.5mm2 TW wire stranded m 30.00 24.00 720.00
g.8.0mm2 TW wire stranded m 8.00 65.00 520.00
g.22.0mm2 TW wire stranded m 7.00 156.00 1,092.00
g.30.0mm2 TW wire stranded m 12.00 210.00 2,520.00
h. one gang switch set 17.00 92.00 1,564.00
i. two gang switch set 12.00 126.00 1,512.00
j. three way switch set 4.00 145.00 580.00
j. 2- gang ,three way switch set 4.00 175.00 700.00
k. Duplex C.O. grounding type, 15A, 250V set 16.00 330.00 5,280.00
l. Duplex C.O. grounding type, 250 C, set 4.00 420.00 1,680.00
weatherproof -
m. KWHR meter set 1.00 2,200.00 2,200.00
n. Tape, bolt&nut, mica tube, terminal lugs, JB lot 1.00 6,760.40 6,760.40
cover clamps, screw and anchors

Sub - Total for F 141,968.40

G. Direct Unit Cost (E + F) 154,852.98
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 18,582.36
I. Contractor's Profit (CP) 8% of G 12,388.24
J. Value Added Tax (VAT) 5% of (G + H + I) 9,291.18
K. Total Unit Cost (G + H + I + J) 195,114.75
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1102(21) Power Load Center, Switchgear, and Panel Boards
Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 15.00 91.41 1,371.15

b. Skilled Laborer 1 15.00 66.06 990.90
c. Unskilled Laborer 2 15.00 50.86 1,525.80

Sub - Total for A 3,887.85

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 388.79

Sub - Total for B 388.79

C. Total (A + B) 4,276.64
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 4,276.64
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. MDP set 1.00 37,602.50 37,602.50

Main: 500at, 600af, 3p, 240v, 42 KAIC
Br.: 1 - 60at, 100af, 2p, 240v
2 - 50at, 100af, 2p, 240v
1 - 400at, 400af, 3p, 240v

a. LPA set 1.00 14,008.80 14,008.80

Main: 60at, 2p(lugs only)
Br.: 3 - 15at, 50af, 2p, 240v
8 - 20at, 50af, 2p, 240v
1 - 30at, 50af, 2p, 240v

a. LPB set 1.00 14,346.80 14,346.80

Main: 50at, 50af, 2p, 240v, 10KAIC
Br.: 3 - 15at, 50af, 2p, 240v
7 - 20at, 50af, 2p, 240v

FPP set 1.00 46,597.20 46,597.20

Main:400AT,400AF,,240V, 22KAIC, 3p
Br.: 3 - 400at, 100af, 2p
1 - 40at, 100af, 3p
1 - 400at, 400af, 3p

Automatic Transfer switch set 1.00 128,000.00 128,000.00

Main 500AT,600AF,,240V, 42KAIC, 3p
in NEMA 3R Enclosure

40at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
30at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
20at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
Sub - Total for F 244,155.30
G. Direct Unit Cost (E + F) 248,431.94
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 29,811.83
I. Contractor's Profit (CP) 8% of G 19,874.55
J. Value Added Tax (VAT) 5% of (G + H + I) 14,905.92
K. Total Unit Cost (G + H + I + J) 313,024.24
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1103(1) Lighting Fixtures

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 26.00 91.41 2,376.66

b. Skilled Laborer 1 26.00 66.06 1,717.56
c. Unskilled Laborer 2 26.00 50.86 2,644.72

Sub - Total for A 6,738.94

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 673.89

Sub - Total for B 673.89

C. Total (A + B) 7,412.83
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 7,412.83

Name and Specification Unit Quantity Unit Cost Amount (PhP)

F. Materials

a. 2 x 36 watts FL fixture, box type set 16.00 723.00 11,568.00

b. 2 x 36 watts FL fixture box type w/ canopy base set 32.00 1,173.00 37,536.00
and stem -
c. 1 x 36 watts FL fixture box type. set 34.00 381.00 12,954.00
d. 1 - 18 watts CFL w/ medium base keyless type set 5.00 320.00 1,600.00
porcelain
e. wall fanreceptacle
w/ control switch set 16.00 1,200.00 19,200.00

Sub - Total for F 82,858.00

G. Direct Unit Cost (E + F) 90,270.83
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 10,832.50
I. Contractor's Profit (CP) 8% of G 7,221.67
J. Value Added Tax (VAT) 5% of (G + H + I) 5,416.25
K. Total Unit Cost (G + H + I + J) 113,741.25
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1208(1) Fire Alarm System

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Skilled Laborer 1 31.00 66.06 2,047.86

b. Unskilled Laborer 1 31.00 50.86 1,576.66

Sub - Total for A 3,624.52

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 362.45

Sub - Total for B 362.45

C. Total (A + B) 3,986.97
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 3,986.97
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Fire Alarm Control Panel set 1.00 13,890.00 13,890.00

b. Manual Pull Switch set 4.00 1,250.00 5,000.00
c. Bell, Vibrating Type set 4.00 1,300.00 5,200.00

Sub - Total for F 24,090.00

G. Direct Unit Cost (E + F) 28,076.97
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 3,369.24
I. Contractor's Profit (CP) 8% of G 2,246.16
J. Value Added Tax (VAT) 5% of (G + H + I) 1,684.62
K. Total Unit Cost (G + H + I + J) 35,376.98
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1100(19) Conduit, Boxes, and Fittings

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 44.00 91.41 4,022.04

b. Skilled Laborer 1 76.00 66.06 5,020.56
c. Unskilled Laborer 1 76.00 50.86 3,865.36

Sub - Total for A 12,907.96

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 1,290.80

Sub - Total for B 1,290.80

C. Total (A + B) 14,198.76
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 14,198.76
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 20mmØ PVC conduit length 380.00 69.00 26,220.00

b. 25mmØ PVC conduit length 2.00 92.00 184.00
c. 32mmØ PVC conduit length 3.00 120.00 360.00
d. 65mmØ RSC conduit length 6.00 2,233.35 13,400.10
d. 90mmØ RSC conduit length 4.00 3,580.46 14,321.84
d. 90mmØ RSC elbow pc 2.00 2,348.15 4,696.30
d. 65mmØ RSC elbow pc 2.00 889.45 1,778.90
e. 20mmØ PVC adpater pc 575.00 8.00 4,600.00
f. 25mmØ PVC adapter pc 2.00 14.00 28.00
g. 32mmØ PVC adapter pc 4.00 16.00 64.00
h. 20mmØ locknut and bushing pr 575.00 8.00 4,600.00
j. 25mmØ locknut and bushing pr 4.00 14.00 56.00
j. 32mmØ locknut and bushing pr 2.00 16.00 32.00
k. 20mmØ liquidtight flexible metal conduit pc 3.00 20.00 60.00
l. 20mmØ connector m 2.00 10.00 20.00
m. Ulitiity box, deep type pc 95.00 30.00 2,850.00
n. junction box, deep type pc 135.00 31.00 4,185.00
o. 90mmØ entrance cap pc 1.00 684.00 684.00
p. 16mmØx2.4m ground rod pc 2.00 1,200.00 2,400.00
Sub - Total for F 80,540.14
G. Direct Unit Cost (E + F) 94,738.90
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 11,368.67
I. Contractor's Profit (CP) 8% of G 7,579.11
J. Value Added Tax (VAT) 5% of (G + H + I) 5,684.33
K. Total Unit Cost (G + H + I + J) 119,371.01
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1100(18) Wires and Wiring Devices

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 65.00 91.41 5,941.65

b. Skilled Laborer 1 82.00 66.06 5,416.92
c. Unskilled Laborer 1 82.00 50.86 4,170.52

Sub - Total for A 15,529.09

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 1,552.91

Sub - Total for B 1,552.91

C. Total (A + B) 17,082.00
D. Output = 1 l.s. .
E. Direct Unit Cost (C ÷ D) 17,082.00
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 3.5mm2 THHN wire,stranded m 2350.00 23.00 54,050.00

b. 8.0mm2 THHN wire,stranded m 12.00 65.00 780.00
c.14.0mm2 THHN, wire, stranded m 6.00 86.00 516.00
c.80.0mm2 THHN, wire, stranded m 24.00 549.89 13,197.24
c.100.0mm2 THHN, wire, stranded m 30.00 691.00 20,730.00
c.200.0mm2 THHN, wire, stranded m 36.00 1,336.00 48,096.00
d.2.0mm2 TW wire, stranded m 264.00 24.00 6,336.00
e. 3.5mm2 TW wire, stranded m 1170.00 23.00 26,910.00
f.5.5mm2 TW wire stranded m 6.00 24.00 144.00
g.8.0mm2 TW wire stranded m 27.00 65.00 1,755.00
g.22.0mm2 TW wire stranded m 10.00 156.00 1,560.00
g.30.0mm2 TW wire stranded m 12.00 210.00 2,520.00
h. one gang switch set 19.00 92.00 1,748.00
i. two gang switch set 14.00 126.00 1,764.00
j. three way switch set 4.00 145.00 580.00
j. 2- gang ,three way switch set 4.00 175.00 700.00
k. Duplex C.O. grounding type, 15A, 250V set 20.00 330.00 6,600.00
l. Duplex C.O. grounding type, 250 C, set 6.00 420.00 2,520.00
weatherproof
m. KWHR meter set 1.00 2,200.00 2,200.00
n. Tape, bolt&nut, mica tube, terminal lugs, JB lot 1.00 9,635.31 9,635.31
cover clamps, screwSuband anchors
- Total for F 202,341.55
G. Direct Unit Cost (E + F) 219,423.55
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 26,330.83
I. Contractor's Profit (CP) 8% of G 17,553.88
J. Value Added Tax (VAT) 5% of (G + H + I) 13,165.41
K. Total Unit Cost (G + H + I + J) 276,473.67
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1102(21) Power Load Center, Switchgear, and Panel Boards
Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor CF
###
a. Construction Foreman 1 24.00 91.41 2,193.84
b. Skilled Laborer 1 24.00 66.06 1,585.44
c. Unskilled Laborer 2 24.00 50.86 2,441.28

Sub - Total for A 6,220.56

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment ###

Minor Tools (10% of Labor Cost) 622.06

Sub - Total for B 622.06

C. Total (A + B) 6,842.62
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 6,842.62
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. MDP set 1.00 37,602.50 37,602.50

Main: 500at, 600af, 3p, 240v, 42 KAIC ###
Br.: 1 - 60at, 100af, 2p, 240v ###
2 - 50at, 100af, 2p, 240v ###
1 - 400at, 400af, 3p, 240v ###

a. LPA set 1.00 14,008.80 14,008.80

Main: 60at, 2p(lugs only)
Br.: 3 - 15at, 50af, 2p, 240v ###
8 - 20at, 50af, 2p, 240v ###
1 - 30at, 50af, 2p, 240v ###

a. LPB set 1.00 14,346.80 14,346.80

Main: 50at, 50af, 2p, 240v, 10KAIC 0.00
Br.: 3 - 15at, 50af, 2p, 240v ###
7 - 20at, 50af, 2p, 240v ###

FPP set 1.00 46,597.20 46,597.20

Main:400AT,400AF,,240V, 22KAIC, 3p 0.00
Br.: 3 - 40at, 100af, 2p ###
1 - 40at, 100af, 3p ###
1 - 400at, 400af, 3p ###

Automatic Transfer Switch (ATS) set 1.00 128,000.00 128,000.00

Main:500AT, 600 AF, 3P, 240V, 42 KAIC
in NEMA 2r Closure

40at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
30at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
20at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
###
 Sub - Total for F 244,155.30
G. Direct Unit Cost (E + F) 250,997.92
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 30,119.75
I. Contractor's Profit (CP) 8% of G 20,079.83
J. Value Added Tax (VAT) 5% of (G + H + I) 15,059.87
K. Total Unit Cost (G + H + I + J) 316,257.37
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1103(1) Lighting Fixtures

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 31.00 91.41 2,833.71

b. Skilled Laborer 1 31.00 66.06 2,047.86
c. Unskilled Laborer 2 31.00 50.86 3,153.32

Sub - Total for A 8,034.89

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 803.49

Sub - Total for B 803.49

C. Total (A + B) 8,838.38
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 8,838.38
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 2 x 36 watts FL fixture, box type set 20.00 723.00 14,460.00

b. 2 x 36 watts FL fixture box type w/ canopy base set 40.00 1,173.00 46,920.00
and stem
c. 1 x 36 watts FL fixture box type. set 38.00 381.00 14,478.00
d. 1 - 18 watts CFL w/ medium base keyless type set 5.00 320.00 1,600.00
porcelain
e. wall fanreceptacle
w/ control switch set 20.00 1,200.00 24,000.00

Sub - Total for F 101,458.00

G. Direct Unit Cost (E + F) 110,296.38
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 13,235.57
I. Contractor's Profit (CP) 8% of G 8,823.71
J. Value Added Tax (VAT) 5% of (G + H + I) 6,617.78
K. Total Unit Cost (G + H + I + J) 138,973.44
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1208(1) Fire Alarm System

Unit of Measurement : l.s.
Output per hour : 1 l.s.

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Skilled Laborer 1 31.00 66.06 2,047.86

b. Unskilled Laborer 1 31.00 50.86 1,576.66

Sub - Total for A 3,624.52

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 362.45

Sub - Total for B 362.45

C. Total (A + B) 3,986.97
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 3,986.97
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Fire Alarm Control Panel set 1.00 13,890.00 13,890.00

b. Manual Pull Switch set 4.00 1,250.00 5,000.00
c. Bell, Vibrating Type set 4.00 1,300.00 5,200.00

Sub - Total for F 24,090.00

G. Direct Unit Cost (E + F) 28,076.97
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 3,369.24
I. Contractor's Profit (CP) 8% of G 2,246.16
J. Value Added Tax (VAT) 5% of (G + H + I) 1,684.62
K. Total Unit Cost (G + H + I + J) 35,376.98
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1100(19) Conduit, Boxes, and Fittings

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 54.00 91.41 4,936.14

b. Skilled Laborer 1 91.00 66.06 6,011.46
c. Unskilled Laborer 1 91.00 50.86 4,628.26

Sub - Total for A 15,575.86

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 1,557.59

Sub - Total for B 1,557.59

C. Total (A + B) 17,133.45
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 17,133.45
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 20mmØ PVC conduit length 485.00 69.00 33,465.00

b. 25mmØ PVC conduit length 2.00 92.00 184.00
c. 32mmØ PVC conduit length 3.00 120.00 360.00
d. 65mmØ RSC conduit length 6.00 2,233.35 13,400.10
d. 90mmØ RSC conduit length 4.00 3,580.46 14,321.84
d. 90mmØ RSC elbow pc 2.00 2,348.15 4,696.30
d. 65mmØ RSC elbow pc 2.00 889.45 1,778.90
e. 20mmØ PVC adpater pc 675.00 8.00 5,400.00
f. 25mmØ PVC adapter pc 2.00 14.00 28.00
g. 32mmØ PVC adapter pc 4.00 16.00 64.00
h. 20mmØ locknut and bushing pr 675.00 8.00 5,400.00
j. 25mmØ locknut and bushing pr 4.00 14.00 56.00
j. 32mmØ locknut and bushing pr 2.00 16.00 32.00
k. 20mmØ liquidtight flexible metal conduit pc 3.00 20.00 60.00
l. 20mmØ connector m 2.00 10.00 20.00
m. Ulitiity box, deep type pc 115.00 30.00 3,450.00
n. junction box, deep type pc 155.00 31.00 4,805.00
o. 90mmØ entrance cap pc 1.00 684.00 684.00
p. 16mmØx2.4m ground rod pc 2.00 1,200.00 2,400.00

Sub - Total for F 90,605.14

Direct Unit Cost (E + F) 107,738.59
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 12,928.63
I. Contractor's Profit (CP) 8% of G 8,619.09
J. Value Added Tax (VAT) 5% of (G + H + I) 6,464.32
K. Total Unit Cost (G + H + I + J) 135,750.62
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1100(18) Wires and Wiring Devices

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 76.00 91.41 6,947.16

b. Skilled Laborer 1 96.00 66.06 6,341.76
c. Unskilled Laborer 1 96.00 50.86 4,882.56

Sub - Total for A 18,171.48

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 1,817.15

Sub - Total for B 1,817.15

C. Total (A + B) 19,988.63
D. Output = 1 l.s. .
E. Direct Unit Cost (C ÷ D) 19,988.63
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 3.5mm2 THHN wire,stranded m 3000.00 23.00 69,000.00

b. 5.5mm2 THHN wire,stranded m 60.00 24.00 1,440.00
c.8.0mm2 THHN, wire, stranded m 12.00 65.00 780.00
c.22.0mm2 THHN, wire, stranded m 8.00 156.00 1,248.00
c.100.0mm2 THHN, wire, stranded m 24.00 691.00 16,584.00
c.200.0mm2 THHN, wire, stranded m 36.00 1,336.00 48,096.00
d.2.0mm2 TW wire, stranded m 300.00 24.00 7,200.00
e. 3.5mm2 TW wire, stranded m 1500.00 23.00 34,500.00
f.5.5mm2 TW wire stranded m 30.00 24.00 720.00
g.8.0mm2 TW wire stranded m 27.00 65.00 1,755.00
g.30.0mm2 TW wire stranded m 12.00 210.00 2,520.00
h. one gang switch set 21.00 92.00 1,932.00
i. two gang switch set 16.00 126.00 2,016.00
j. three way switch set 4.00 145.00 580.00
j. 2- gang ,three way switch set 8.00 175.00 1,400.00
k. Duplex C.O. grounding type, 15A, 250V set 24.00 330.00 7,920.00
l. Duplex C.O. grounding type, 250 C, set 6.00 420.00 2,520.00
weatherproof -
m. KWHR meter set 1.00 2,200.00 2,200.00
n. Tape, bolt&nut, mica tube, terminal lugs, JB lot 1.00 10,120.55 10,120.55
cover clamps, screw and anchors -
Sub - Total for F 212,531.55
G. Direct Unit Cost (E + F) 232,520.18
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 27,902.42
I. Contractor's Profit (CP) 8% of G 18,601.61
J. Value Added Tax (VAT) 5% of (G + H + I) 13,951.21
K. Total Unit Cost (G + H + I + J) 292,975.42
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1102(21) Power Load Center, Switchgear, and Panel Boards
Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 15.00 91.41 1,371.15

b. Skilled Laborer 1 15.00 66.06 990.90
c. Unskilled Laborer 2 15.00 50.86 1,525.80

Sub - Total for A 3,887.85

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 388.79

Sub - Total for B 388.79

C. Total (A + B) 4,276.64
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 4,276.64
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. MDP set 1.00 40,718.60 40,718.60

Main: 500at, 600af, 3p, 240v, 42 KAIC
Br.: 1-70AT, 100AF, 2P, 240V
2 - 50at, 100af, 2p, 240v
1 - 60at, 100af, 2p, 240v
1 - 400at, 400af, 3p, 240v

a. LPA set 1.00 16,343.60 16,343.60

Main: 70at, 2p(lugs only)
Br.: 5 - 15at, 50af, 2p, 240v
8 - 20at, 50af, 2p, 240v
1 - 30at, 50af, 2p, 240v

a. LPB set 1.00 16,681.60 16,681.60

Main: 50at, 50af, 2p, 240v, 10KAIC
Br.: 5 - 15at, 50af, 2p, 240v
7 - 20at, 50af, 2p, 240v

FPP set 1.00 46,597.20 46,597.20

Main:400AT,400AF,,240V, 22KAIC, 3p
Br.: 3 - 40at, 100af, 2p
1 - 40at, 100af, 3p
1 - 400at, 400af, 3p

Automatic Transfer Switch (ATS) set 1.00 128,000.00 128,000.00

Main:500AT, 600 AF, 3P, 240V, 42 KAIC
in NEMA 2r Closure

40at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
30at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00
 20at, 50af, 2p, 240v ACB, in NEMA 3R enclosure set 1.00 1,200.00 1,200.00

Sub - Total for F 251,941.00

G. Direct Unit Cost (E + F) 256,217.64
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 30,746.12
I. Contractor's Profit (CP) 8% of G 20,497.41
J. Value Added Tax (VAT) 5% of (G + H + I) 15,373.06
K. Total Unit Cost (G + H + I + J) 322,834.22
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1103(1) Lighting Fixtures

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Construction Foreman 1 36.00 91.41 3,290.76

b. Skilled Laborer 1 36.00 66.06 2,378.16
c. Unskilled Laborer 2 36.00 50.86 3,661.92

Sub - Total for A 9,330.84

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 933.08

Sub - Total for B 933.08

C. Total (A + B) 10,263.92
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 10,263.92
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. 2 x 36 watts FL fixture, box type set 24.00 723.00 17,352.00

b. 2 x 36 watts FL fixture box type w/ canopy base set 48.00 1,173.00 56,304.00
and stem 0.00
c. 1 x 36 watts FL fixture box type. set 42.00 381.00 16,002.00
d. 1 - 18 watts CFL w/ medium base keyless type set 5.00 320.00 1,600.00
porcelain
e. wall fanreceptacle
w/ control switch set 24.00 1,200.00 28,800.00

Sub - Total for F 120,058.00

G. Direct Unit Cost (E + F) 130,321.92
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 15,638.63
I. Contractor's Profit (CP) 8% of G 10,425.75
J. Value Added Tax (VAT) 5% of (G + H + I) 7,819.32
K. Total Unit Cost (G + H + I + J) 164,205.62
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 1208(1) Fire Alarm System

Unit of Measurement : l.s.
Output per hour : 1.00

Designation No. of Person/s No. of Hour/s Hourly Rate Amount (PhP)

A. Labor

a. Skilled Laborer 1 31.00 66.06 2,047.86

b. Unskilled Laborer 1 31.00 50.86 1,576.66

Sub - Total for A 3,624.52

Name and Capacity No. of Unit/s No. of Hour/s Hourly Rate Amount (PhP)
B. Equipment

Minor Tools (10% of Labor Cost) 362.45

Sub - Total for B 362.45

C. Total (A + B) 3,986.97
D. Output = 1 l.s.
E. Direct Unit Cost (C ÷ D) 3,986.97
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials

a. Fire Alarm Control Panel set 1.00 13,890.00 13,890.00

b. Manual Pull Switch set 4.00 1,250.00 5,000.00
c. Bell, Vibrating Type set 4.00 1,300.00 5,200.00

Sub - Total for F 24,090.00

G. Direct Unit Cost (E + F) 28,076.97
H. Overhead, Contingencies & Miscellaneous (OCM) Expenses 12% of G 3,369.24
I. Contractor's Profit (CP) 8% of G 2,246.16
J. Value Added Tax (VAT) 5% of (G + H + I) 1,684.62
K. Total Unit Cost (G + H + I + J) 35,376.98