10/24/2020

Project Name : Major Renovation of BIR RR3 Regional Office Building Net Length : (a) Road
Project ID :
Project Component ID : (b) Bridge
Project Location : PROJECT NAME: (c) Others Four (4) Storey with Roof Deck Government Office Building
Work Location : Target Start Date :
: Total Project Duration : C.D.
Appropriation : PHP 21,105,527.63 No. of Pre-determined/ : C.D.
Source of Fund : DPWH FY2019 GAA Unworkable Days : C.D.
Contract Duration : 360 C.D.
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 1.59 1,461,000.03
Part II: Other General Requirements 0.95 869,667.35
Part III: Civil, Mechanical, Electrical, and Sanitary/Plumbing Works 10.07 9,245,296.93
A: Subbase and Base Course (PLS. SEE FORM POW-2015-01C-00) 1.52 1,395,973.23
B: Surface Courses 8.97 8,233,992.14
F: Road Construction 67.15 61,640,149.81
G: Drainage and Slope Protection Structures 6.56 6,021,388.05
H: Miscellaneous Structures 3.18 2,923,474.55
Total 100.00 91,790,942.08 - -
EQUIPMENT: BREAKDOWN OF EXPENDITURES:
DESCRIPTION REQUIRED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED
1. Labor 6,974,068.15 A. Total Direct Cost 91,790,942.08 -
2. Materials 61,050,801.33 B. OCM and Profit 16,174,772.21 -
3. Rental of Equipment 23,766,072.60 C. Value Added Tax 5,398,285.71 -
4. Provisional Sum D. Total Construction Cost 113,364,000.00 -
E. Eng'g & Administrative
5. Daywork 3.50% 738,693.47 -
Overhead,

F. RROW Acquisition including

(PLS. SEE FORM POW-2015-01B-00) 6. OCM and Profit 16,174,772.21 Environmental Sustainability and Social -
Responsiveness Program
2,436,000.00
7. Value Added Tax 5,398,285.71 G. Physical Reserved (Contingency) -
8. Eng'g & Administrative Overhead, 3.50% 738,693.47
9. RROW Acquisition 2,436,000.00 -
10. Physical Reserved (Contingency) -

13. TOTAL ESTIMATED COST 116,538,693.47 J. TOTAL ESTIMATED COST PHP 116,538,693.47 -
Preparation and Submission: Evaluation: Approval:
Prepared By : Checked/Submitted By : Reviewed as to Unit Cost: Recommending Approval: Approved:

MARILYN T. CANAPI EDWIN E. GALANO JAIME P. CATOLOS, JR. ALEXANDER D. NOLA CESO IV MELANIO C. BRIOSOS CESO III
Engineering Assistant Engineer III Chief, Planning and Design Division Assistant Regional Director Regional Director
Planning and Design Division Planning and Design Division
 ANNEX A

Major Renovation of BIR RR3 Regional Office Building

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

Project : Appropriation : 21,105,527.63

:
Major Renovation of BIR RR3 Regional Office Building Source of Fund
Project ID : Target Start Date :
Location : PROJECT NAME: Total Project Duration : 320 C.D.
Project Description : Four (4) Storey with Roof Deck Government Office Building

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 #NAME? #NAME?
Part II Other General Requirements 2.42% 416,761.89
PART III Civil, Mechanical, Electrical, and Sanitary/Plumbing Works
PART A Earthworks 3.16% 545,496.43
PART B Plain and Reinforced Concrete Works (PLS. SEE FORM POW-2015-01C-00) 10.40% 1,793,363.37
PART C Finishing Works #NAME? 11,344,157.84
PART D Electrical Works 6.80% 1,173,610.21
PART E Mechanical Works 11.19% 1,929,281.06

Total #NAME? 17,202,670.80

EQUIPMENT: BREAKDOWN OF EXPENDITURES:

DESCRIPTION REQUIRED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED
1. Labor 2,229,978.65 A. Total Direct Cost 17,248,450.49
2. Materials 14,207,929.08 B. OCM and Profit 2,377,717.72
3. Rental of Equipment 810,542.76 C. Value Added Tax (5%) 1,373,831.78
4. Provisional Sum / Daywork - D. Total Construction Cost 20,999,999.99
(PLS. SEE FORM POW-2015-01B-00) 5. OCM and Profit 2,377,717.72 E. Eng'g & Administrative Overhead, 0.5% 105,527.64
6. Value Added Tax (5%) 1,373,831.78 F. RROW Acquisition
7. EAO, 0.5% 105,527.64 G. Physical Reserved (Contingency)
8. RROW Acquisition
9. Physical Reserved (Contingency)
10.TOTAL ESTIMATED COST 21,105,527.63 H. TOTAL ESTIMATED COST 21,105,527.63
Note: 1. Prices of Materials were based on CMPD 2018 3rd Quarter and Labor based on December 2017 rates in Region II.
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:

MARILYN T. CANAPI EDWIN E. GALANO JAIME P. CATOLOS, JR. ALEXANDER D. NOLA, CESO IV MELANIO C. BRIOSOS, CESO III
Engineering Assistant Engineer III Chief, Planning and Design Division Assistant Regional Director Regional Director
Planning and Design Division Planning and Design Division
 FORM ABC-2015-02-00
CONTRACTOR:
Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

SUMMARY OF APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 320 C.D.
TOTAL MARK-UP
ITEM NO. DESCRIPTION ESTIMATED DIRECT COST VAT TOTAL INDIRECT COST TOTAL COST
% VALUE
AS SUBMITTED #NAME? 8% #NAME? #NAME? #NAME? #NAME?
PART I #NAME?
AS EVALUATED

AS SUBMITTED 416,761.89 20% 23,362.23 30,808.69 54,170.92 470,932.81

PART II OTHER GENERAL REQUIREMENTS
AS EVALUATED

CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING

PART III
WORKS
AS SUBMITTED 545,496.43 20% 81,824.47 43,912.47 125,736.94 671,233.37
PART A EARTHWORKS
AS EVALUATED

AS SUBMITTED 1,793,363.37 20% 269,004.51 144,365.75 413,370.26 2,206,733.63

PART B PLAIN AND REINFORCED CONCRETE WORKS
AS EVALUATED

AS SUBMITTED 11,344,157.84 20%/8% 1,531,225.86 901,276.86 2,432,502.72 13,776,660.56

PART C FINISHING AND OTHER CIVIL WORKS
AS EVALUATED

AS SUBMITTED 1,173,610.21 20% 176,041.53 161,958.21 337,999.74 1,511,609.95

PART D ELECTRICAL WORKS
AS EVALUATED

AS SUBMITTED #NAME? 20% #NAME? #NAME? #NAME? #NAME?

PART E MECHANICAL WORKS
AS EVALUATED

AS SUBMITTED #NAME? 8%/20% #NAME? #NAME? #NAME? #NAME?

TOTAL OF PART III
AS EVALUATED

AS SUBMITTED #NAME? #NAME? #NAME? #NAME? #NAME?

TOTAL OF (Project ID)
AS EVALUATED

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

MARILYN T. CANAPI EDWIN E. GALANO JAIME P. CATOLOS, JR. ALEXANDER D. NOLA, CESO IV MELANIO C. BRIOSOS, CESO III
Engineering Assistant Engineer III Chief, Planning and Design Division Assistant Regional Director Regional Director
Planning and Design Division Planning & Design Division
 CONTRACTOR:
Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 150C.D.
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
AS SUBMITTED #NAME? #NAME? #NAME? #NAME? #NAME?
TOTAL OF PART I
AS EVALUATED
PART II OTHER GENERAL REQUIREMENTS
AS SUBMITTED 4.00 each 19,748.19 15% 2,962.23 2,725.25 5,687.48 25,435.67 6,358.92
B.5 Project Billboard
AS EVALUATED #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
AS SUBMITTED 5.00 mos. 203,999.99 10% 20,400.00 26,928.00 47,328.00 251,327.99 50,265.60
B.7 Health and Safety Program
AS EVALUATED #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
AS SUBMITTED 1.00 LS 193,013.71 0% - 23,161.65 23,161.65 216,175.36 216,175.36
B.9 Mobilization/ Demobilization
AS EVALUATED
AS SUBMITTED #NAME? #NAME? #NAME? #NAME? #NAME?
TOTAL OF PART II
AS EVALUATED
CIVIL, MECHANICAL, ELECTRICAL AND
PART III
SANITARY/PLUMBING WORKS
PART A EARTHWORKS
Removal of Actual Structures and Obstruction(Existing Windows)(140 AS SUBMITTED 1.00 LS 174,825.71 20% 34,965.14 25,174.90 60,140.04 234,965.75 234,965.75
801(1)a
sq.m) AS EVALUATED
AS SUBMITTED 1.00 LS 4,310.04 20% 862.01 620.65 1,482.65 5,792.69 5,792.69
801(1)b Removal of Actual Structures and Obstruction(flagpole)(4 cu.m)
AS EVALUATED
AS SUBMITTED 1.00 LS 247,350.19 15% 37,102.53 34,134.33 71,236.85 318,587.04 318,587.04
801(1)c Removal of Actual Structures and Obstruction(ceilings)(2,587.2 sq.m)
AS EVALUATED
AS SUBMITTED 1.00 LS 9,779.60 15% 1,466.94 1,349.58 2,816.52 12,596.12 12,596.12
801(1)d Removal of Actual Structures and Obstruction(Fence)(30 sq.m)
AS EVALUATED
AS SUBMITTED 1.00 LS 30,433.92 20% 6,086.78 4,382.48 10,469.27 40,903.19 40,903.19
801(1)e Removal and Reinstallation of Lighting Fixtures
AS EVALUATED
Structure Excavation(Exterior Walls, Entrance Canopy,Flagpole AS SUBMITTED 11.00 cu.m. 3,461.82 20% 692.36 498.50 1,190.87 4,652.69 422.97
803(1)a
Platform) AS EVALUATED
AS SUBMITTED 3.00 cu.m. 97.04 15% 14.56 13.39 27.95 124.99 41.66
804(1)a Embankment(from structure excavation)
AS EVALUATED
AS SUBMITTED 6.00 cu.m. 2,335.89 15% 350.38 322.35 672.74 3,008.63 501.44
804(1)b Embankment(from Borrow)
AS EVALUATED
AS SUBMITTED 5.00 cu.m. 2,708.19 15% 406.23 373.73 779.96 3,488.15 697.63
804(4) Gravel Fill
AS EVALUATED
AS SUBMITTED 1.00 LS 70,194.03 15% 10,529.10 9,686.78 20,215.88 90,409.91 90,409.91
807 (1) Site Development (Lanscaping)
AS EVALUATED #NAME? #NAME? #NAME? #NAME? #NAME?
AS SUBMITTED 545,496.43 92,476.04 76,556.70 169,032.74 714,529.17
TOTAL OF PART A
AS EVALUATED
PART B PLAIN AND REINFORCED CONCRETE WORKS
AS SUBMITTED 150.00 m3 652,494.45 20% 130,498.89 93,959.20 224,458.09 876,952.54 5,846.35
900 (1)(c2) Structural Concrete (Exterior Walls, Counters, Flagpole)
AS EVALUATED
AS SUBMITTED 70.00 kgs 305,547.19 20% 61,109.44 43,998.80 105,108.23 410,655.42 5,866.51
900 (1)(c3) Structural Concrete (Windows Canopy and Entrance Canopy)
AS EVALUATED
AS SUBMITTED 780.00 kgs 42,318.25 20% 8,463.65 6,093.83 14,557.48 56,875.73 72.92
902(1)a Reinforcing Steel (Deformed) Grade 40
AS EVALUATED
AS SUBMITTED 473.70 m2 26,229.09 20% 5,245.82 3,776.99 9,022.81 35,251.90 74.42
902(1)b Reinforcing Steel (Deformed) Grade 60
AS EVALUATED #NAME?
AS SUBMITTED 1,500.00 m3 766,774.39 20% 153,354.88 110,415.51 263,770.39 1,030,544.78 687.03
 CONTRACTOR:
Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 150C.D.
ESTIMATED DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT TOTAL COST UNIT COST
COST % VALUE COST
903(2) Formworks and Falseworks
AS EVALUATED
AS SUBMITTED 1,793,363.37 358,672.67 258,244.33 616,917.00 2,410,280.37
TOTAL OF PART B
AS EVALUATED

Prepared By; Submitted by: Recommending Approval: Approved:

HELEN JOY J. ADVIENTO CIRILA R. ALEGRE LORNA B. BINARAO THELMA S. MILABAO

Engineer II Chief, AHRMD Assistant Regional Director Regional Director
 CONTRACTOR:
Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 150C.D.
ESTIMATED DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT TOTAL COST UNIT COST
COST % VALUE COST
PART C FINISHING WORKS
AS SUBMITTED 5.00 liters 1,753.62 15% 263.04 242.00 505.04 2,258.66 451.73
1000(1) Termite Control Works
AS EVALUATED -
AS SUBMITTED 1,050.00 sq.m. 955,838.63 20% 191,167.73 137,640.76 328,808.49 1,284,647.11 1,223.47
1046(2)a1 150 mm CHB Non-Load Bearing (including Reinforcing Bar)
AS EVALUATED -
AS SUBMITTED 1.00 LS 446,880.00 8% 35,750.40 57,915.65 93,666.05 540,546.05 540,546.05
1007(2) Aluminum Framed Glass Door with 6mm tempered glass
AS EVALUATED -
AS SUBMITTED 1.00 LS 47,250.00 10% 4,725.00 6,237.00 10,962.00 58,212.00 58,212.00
1007(3) Fire Exit Doors
AS EVALUATED - -
AS SUBMITTED 1.00 LS 67,188.80 10% 6,718.88 8,868.92 15,587.80 82,776.60 82,776.60
1011(1)b Roll-Up Doors(Aluminum)
AS EVALUATED - -
AS SUBMITTED 1.00 LS 2,706,637.50 8% 216,531.00 350,780.22 567,311.22 3,273,948.72 3,273,948.72
1005 (5) Steel Window Casement w/ Blue Tempered Glass -6mm thick
AS EVALUATED - -
AS SUBMITTED 1.00 LS 140,000.00 8% 11,200.00 18,144.00 29,344.00 169,344.00 169,344.00
605.00 Signages(Pylon and BIR Signages)
AS EVALUATED - -
AS SUBMITTED 1,050.00 sq.m. 161,641.97 20% 32,328.39 23,276.44 55,604.84 217,246.80 206.90
1027(1) Cement Plaster Finish
AS EVALUATED - -
AS SUBMITTED 2,587.20 sq.m. 1,747,478.98 20% 349,495.80 251,636.97 601,132.77 2,348,611.74 907.78
1003(1)a1 Flat Ceiling
AS EVALUATED - -
AS SUBMITTED 400.00 sq.m. 273,871.09 20% 54,774.22 39,437.44 94,211.65 368,082.74 920.21
1003(1)a2 Recessed and Drop Ceiling
AS EVALUATED - -
AS SUBMITTED 2,587.20 sq.m. 437,030.26 20% 87,406.05 62,932.36 150,338.41 587,368.67 227.03
1038(1) Reflective Insulation
AS EVALUATED - -
AS SUBMITTED 70.00 sq.m 102,090.73 15% 15,313.61 14,088.52 29,402.13 131,492.86 1,878.47
1018(1) Bricks
AS EVALUATED - -
AS SUBMITTED 70.00 sq.m 82,710.34 15% 12,406.55 11,414.03 23,820.58 106,530.92 1,521.87
1018(2) Unglazed Tiles and Trims
AS EVALUATED - -
AS SUBMITTED 2,587.20 sq.m. 758,813.89 15% 113,822.08 104,716.32 218,538.40 977,352.29 377.76
1016(1)a Water Proofing(4 coats)
AS EVALUATED - - #NAME?
AS SUBMITTED 8,424.00 sq.m 2,331,790.57 20% 466,358.11 335,777.84 802,135.96 3,133,926.52 372.02
1032(1)a Painting works(masonry)
AS EVALUATED #NAME? - #NAME?
AS SUBMITTED 2,987.20 sq.m 587,366.76 20% 117,473.35 84,580.81 202,054.17 789,420.93 264.27
1032(1)b Painting works(ceiling boards)
AS EVALUATED #NAME? - #NAME?
AS SUBMITTED 500.00 lin.m 100,948.99 20% 20,189.80 14,536.65 34,726.45 135,675.45 271.35
1032(1)c Painting works(Steel)-roof frames
AS EVALUATED #NAME? - #NAME?
AS SUBMITTED 664.54 lin.m 394,865.71 20% 78,973.14 56,860.66 135,833.80 530,699.52 798.60
1014(1)b2 Prepainted Metal Sheets(Rib Type, 0.6 mm thick),blue
AS EVALUATED #NAME? #NAME? #NAME? - #NAME?
AS SUBMITTED #NAME?
TOTAL OF PART C
AS EVALUATED 11,344,157.83 #NAME? 1,579,086.60 3,393,983.76 14,738,141.59
PART D PLUMBING/SANITARY WORKS
AS SUBMITTED 1.00 LS 45,779.70 15% 6,866.96 6,317.60 13,184.55 58,964.25 58,964.25
1001(9) Storm drainage and downspout
AS EVALUATED #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
AS SUBMITTED 45,779.70 6,866.96 6,317.60 13,184.55 58,964.25
TOTAL OF PART D
AS EVALUATED
PART E ELECTRICAL WORKS
AS SUBMITTED 1.00 LS 512,027.58 15% 76,804.14 70,659.81 147,463.94 659,491.52 659,491.52
1103(1) Lighting Fixtures and Lamps
 CONTRACTOR:
Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 150C.D.
ESTIMATED DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT TOTAL COST UNIT COST
COST % VALUE COST
1103(1) Lighting Fixtures and Lamps
AS EVALUATED #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
Panel Board with Main and Branch Breakers including Testing and AS SUBMITTED 1.00 LS 661,582.63 15% 99,237.39 91,298.40 190,535.80 852,118.43 852,118.43
623 (10)
Commissioning AS EVALUATED #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
AS SUBMITTED 1,173,610.21 176,041.53 161,958.21 337,999.74 1,511,609.95
TOTAL OF PART E
AS EVALUATED
PART F MECHANICAL WORKS
AS SUBMITTED 1.00 LS 164,203.84 15% 24,630.58 22,660.13 47,290.71 211,494.55 211,494.55
1201(1) Water Pumping System
AS EVALUATED #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
AS SUBMITTED 1.00 LS 1,340,268.35 15% 201,040.25 184,957.03 385,997.28 1,726,265.63 1,649,200.19
1202(1) Automatic Fire Sprinkler System
AS EVALUATED #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
AS SUBMITTED 1.00 LS 424,808.87 20% 63,721.33 58,623.62 122,344.95 547,153.82 522,727.31
1208(1) Fire Alarm System
AS EVALUATED #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
AS SUBMITTED #NAME? #NAME? #NAME? #NAME? #NAME?
TOTAL OF PARTF
AS EVALUATED
AS SUBMITTED #NAME? #NAME? #NAME? #NAME? #NAME?
TOTAL OF PART III
AS EVALUATED
AS SUBMITTED #NAME? #NAME? #NAME? #NAME? #NAME?
GRAND TOTAL
AS EVALUATED

Prepared By: Reviewed as to Unit Cost: Recommending Approval: Approved:

HELEN JOY J. ADVIENTO CIRILA R. ALEGRE ALEXANDER D. NOLA, CESO IV MELANIO C. BRIOSOS, CESO III
Engineer II Chief, Planning and Design Div. Assistant Regional Director Regional Director
 REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF FINANCE
BUREAU OF INTERNAL REVENUE
REVENUE REGION NO.03
Tuguegarao City

PROGRAM OF WORK/BUDGET COST

PROJECT : Major Renovation of BIR RR3 Regional Office Building Net Length :

Location :
Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Classification : Building
Estd. Project Cost : #NAME? Starting Date :
Source of Fund : Total Project Duration : 150 Calendar Days
Limits : No. of Pre-determined unworkable days:

EQUIPMENT
DESCRIPTION OF WORKS TO BE DONE % OF TOTAL DESCRIPTION REQUIRED

I. Facilities for the Engineers 0.00

II. General Requirements 2.42
III. Civil Works
A.Earthworks 3.16
B. Plain and Reinforced Concrete Works 10.40
C. Finishing Works 65.24
IV. Electrical Works 6.80
V. Mechanical Works 11.19
Total 100%
ESTIMATED COST OF THE PROJECT

D E S C R I P T I O N QTY AMOUNT TOTAL

I. Facilities for the Engineers -

II. General Requirements 416,761.89
III. Civil Works 545,496.43
A.Earthworks
B. Plain and Reinforced Concrete Works 1,793,363.37
C. Finishing Works 11,344,157.84
IV. Electrical Works 1,173,610.21
V. Mechanical Works 1,929,281.06

( PLS. SEE DETAILED ESTIMATE )

Total P 17,202,670.80

BREAKDOWN OF EXPENDITURE :

1. Equipment 810,542.76 A. Total Estimated Direct Cost 17,202,670.80

2.Laborer 2,229,978.65 B. Mark-Up(OCM & PROFIT) #NAME?

3. Materials 14,207,929.08 C. VAT(12% x (A+B)) #NAME?
4. Total Estimated Direct Cost 17,248,450.49 D. Total (A+B+C) #NAME?
E. Eng'g. & Administrative Overhead, (3.5%)
F. Contingency
G. Total Estimated Project Cost P #NAME?
say P

Prepared by : Submitted By :

HELEN JOY J. ADVIENTO CIRILA R. ALEGRE

Engineer II Chief, AHRMD

Recommending Approval: Approved:

LORNA B. BINARAO THELMA S. MILABAO

Assistant Regional Director Regional Director
CONTRACTOR:
PROJECT NAME: MAJOR RENOVATION OF BIR RR3 REGIONAL OFFICE BUILDING
PROJECT
REGIONAL GOVERNMENT CENTER, CARIG SUR TUGUEGARAO CITY
LOCATION:

CASH FLOW
CALENDAR DAYS
ITEM NO. ITEM DESCRIPTION UNIT CD TOTAL COST
30 30 30 30 30
PART II OTHER GENERAL REQUIREMENTS
B.5 Project Billboard each 150 24,300.15

B.7 Health and Safety Program mos. 150 240,107.99

B.9 Mobilization/ Demobilization LS 15 206,524.67

TOTAL OF PART II 470,932.81
PART III CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING WORKS
PART A EARTHWORKS
801(1)a Removal of Actual Structures and Obstruction(Existing Windows)(140 sq.m) LS 30 215,123.04

801(1)b Removal of Actual Structures and Obstruction(flagpole)(4 cu.m) LS 3 5,303.51

801(1)c Removal of Actual Structures and Obstruction(ceilings)(2,587.2 sq.m) LS 18 304,364.41

801(1)d Removal of Actual Structures and Obstruction(Fence)(30 sq.m) LS 3 12,033.80

801(1)e Removal and Reinstallation of Lighting Fixtures LS 20 37,448.94

803(1)a Structure Excavation(Exterior Walls, Entrance Canopy,Flagpole Platform) cu.m. 15 4,259.77

804(1)a Embankment(from structure excavation) cu.m. 5 119.41

804(1)b Embankment(from Borrow) cu.m. 5 2,874.31

804(4) Gravel Fill cu.m. 2 3,332.43

807 (1) Site Development (Lanscaping) LS 30 86,373.75

TOTAL OF PART A 671,233.37

### ### ### ### ###
PART B PLAIN AND REINFORCED CONCRETE WORKS
900 (1)(c2) Structural Concrete (Exterior Walls, Counters, Flagpole) cu.m. 15 802,894.42

900 (1)(c3) Structural Concrete (Windows Canopy and Entrance Canopy) cu.m. 60 375,975.82

902(1)a Reinforcing Steel (Deformed) Grade 40 kgs. 15 52,072.61

902(1)b Reinforcing Steel (Deformed) Grade 60 kgs. 15 32,274.89

903(2) Formworks and Falseworks sq.m 45 943,515.89

TOTAL OF PART B 2,206,733.63
CONTRACTOR:
PROJECT NAME: MAJOR RENOVATION OF BIR RR3 REGIONAL OFFICE BUILDING
PROJECT
REGIONAL GOVERNMENT CENTER, CARIG SUR TUGUEGARAO CITY
LOCATION:

CASH FLOW
CALENDAR DAYS
ITEM NO. ITEM DESCRIPTION UNIT CD TOTAL COST
30 30 30 30 30
PART C FINISHING AND OTHER CIVIL WORKS
1000(1) Termite Control Works L 5 2,157.83
### ### ### ### ###
1046(2)a1 150 mm CHB Non-Load Bearing (including Reinforcing Bar) m2 30 1,176,159.43
### ### ### ### ###
1007(2) Aluminum Framed Glass Door with 6mm tempered glass LS 15 525,977.76
### ### ### ### ###
1007(3) Fire Exit Doors LS 15 55,613.25
### ### ### ### ###
1011(1)b Roll-Up Doors(Aluminum) LS 15 79,081.22
### ### ### ### ###
1005 (5) Steel Window Casement w/ Blue Tempered Glass -6mm thick LS 60 3,185,712.34
### ### ### ### ###
605 Signages(Pylon and BIR Signages) LS 15 164,780.00
### ### ### ### ###
1027(1) Cement Plaster Finish m2 15 198,900.45
### ### ### ### ###
1003(1)a1 Flat Ceiling LS 60 2,150,272.89
### ### ### ### ###
1003(1)a2 Recessed and Drop Ceiling m2 30 336,998.37
### ### ### ### ###
1038(1) Reflective Insulation m2 15 537,765.74
### ### ### ### ###
1018(1) Bricks lin.m 30 125,622.64
### ### ### ### ###
1018(2) Unglazed Tiles and Trims m2 10 101,775.07
### ### ### ### ###
1016(1)a Water Proofing(4 coats) m2 15 933,720.49
### ### ### ### ###
1032(1)a Painting works(masonry) m2 100 2,869,268.30
### ### ### ### ###
1032(1)b Painting works(ceiling boards) m2 99 722,754.79
### ### ### ### ###
1032(1)c Painting works(Steel)-roof frames m2 21 124,217.73
### ### ### ### ###
1014(1)b2 Prepainted Metal Sheets(Rib Type, 0.6 mm thick),blue lin.m 15 485,882.26
TOTAL OF PART C 13,776,660.56
PART D PLUMBING/SANITARY WORKS -
1001(9) Storm drainage and downspout l.s. 15 56,331.93
TOTAL OF PART D 56,331.93
PART E ELECTRICAL WORKS
1103(1) Lighting Fixtures and Lamps l.s. 30 630,049.94
623 (10) Panel Board with Main and Branch Breakers including Testing and Commissioning l.s. 30 814,077.42
TOTAL OF PART E 1,444,127.36
PART F MECHANICAL WORKS
1201(1) Water Pumping System l.s. 15 202,052.83
1202(1) Automatic Fire Sprinkler System l.s. 30 1,649,200.20
1208(1) Fire Alarm System l.s. 30 522,727.31
TOTAL OF PART F 2,373,980.34
TOTAL OF PART III 20,529,067.19
GRAND TOTAL 21,000,000.00

3,150,000.00 3,462,500.00 4,295,833.33 6,045,833.33 4,045,833.33

3,150,000.00 6,612,500.00 10,908,333.33 16,954,166.67 21,000,000.00
15% 16% 20% 29% 19%
15% 31% 52% 81% 100%
PREPARED BY:

ARNEL M. ANDRES
FOUR M BUILDERS
CONTRACTOR: FOUR M BUILDERS
PROJECT NAME: MAJOR RENOVATION OF BIR RR3 REGIONAL OFFICE BUILDING
PROJECT
LOCATION: REGIONAL GOVERNMENT CENTER, CARIG SUR TUGUEGARAO CITY

SUMMARY OF QUANTITIES
DIRECT COST TOTAL MARK-UP ADJUSTED UNIT
ITEM NO. ITEM DESCRIPTION % QTY. UNIT 7% VAT TOTAL COST
COST
MATERIAL LABOR EQUIPMENT TOTAL % (OCM+PROFIT)
PART II OTHER GENERAL REQUIREMENTS
B.5 Project Billboard 0.11 4.00 each 16,740.00 2,734.72 273.47 19,748.19 15% 2,962.23 1,589.73 24,300.15 6,075.04
B.7 Health and Safety Program 1.18 5.00 mos. 104,999.99 99,000.00 - 203,999.99 10% 20,400.00 15,708.00 240,107.99 48,021.60
B.9 Mobilization/ Demobilization 1.12 1.00 LS - - 193,013.71 193,013.71 0% - 13,510.96 206,524.67 206,524.67
TOTAL OF PART II 2.42 121,739.99 101,734.72 193,287.18 416,761.89 23,362.23 30,808.69 470,932.81

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

PART A EARTHWORKS
801(1)a Removal of Actual Structures and Obstruction(Existing Windows)(140 sq.m) 1.01 1.00 LS - 30,387.00 144,438.70 174,825.71 15% 26,223.86 14,073.47 215,123.04 215,123.04
801(1)b Removal of Actual Structures and Obstruction(flagpole)(4 cu.m) 0.02 1.00 LS - 1,736.40 2,573.64 4,310.04 15% 646.51 346.96 5,303.51 5,303.52
801(1)c Removal of Actual Structures and Obstruction(ceilings)(2,587.2 sq.m) 1.43 1.00 LS - 224,863.80 22,486.39 247,350.19 15% 37,102.53 19,911.69 304,364.41 304,364.41
801(1)d Removal of Actual Structures and Obstruction(Fence)(30 sq.m) 0.06 1.00 LS - 3,436.00 6,343.60 9,779.60 15% 1,466.94 787.26 12,033.80 12,033.80
801(1)e Removal and Reinstallation of Lighting Fixtures 0.18 1.00 LS - 27,667.20 2,766.72 30,433.92 15% 4,565.09 2,449.93 37,448.94 37,448.94
803(1)a Structure Excavation(Exterior Walls, Entrance Canopy,Flagpole Platform) 0.02 11.00 cu.m. - 162.79 3,299.03 3,461.82 15% 519.27 278.68 4,259.77 387.25
804(1)a Embankment(from structure excavation) 0.00 3.00 cu.m. - 88.21 8.83 97.04 15% 14.56 7.81 119.41 39.80
804(1)b Embankment(from Borrow) 0.01 6.00 cu.m. 989.10 176.40 1,170.39 2,335.89 15% 350.38 188.04 2,874.31 479.05
804(4) Gravel Fill 0.02 5.00 cu.m. 1,835.00 793.81 79.38 2,708.19 15% 406.23 218.01 3,332.43 666.49
807 (1) Site Development (Lanscaping) 0.41 1.00 LS 70,000.00 176.40 17.64 70,194.03 15% 10,529.10 5,650.62 86,373.75 86,373.76
TOTAL OF PART A 3.16 72,824.10 289,488.01 183,184.32 545,496.43 81,824.47 43,912.47 671,233.37
PART B PLAIN AND REINFORCED CONCRETE WORKS
900 (1)(c2) Structural Concrete (Exterior Walls, Counters, Flagpole) 3.78 150.00 cu.m. 626,250.00 17,637.00 8,607.45 652,494.45 15% 97,874.17 52,525.80 802,894.42 5,352.63
900 (1)(c3) Structural Concrete (Windows Canopy and Entrance Canopy) 1.77 70.00 cu.m. 292,250.00 8,936.08 4,361.11 305,547.19 15% 45,832.08 24,596.55 375,975.82 5,371.08
902(1)a Reinforcing Steel (Deformed) Grade 40 0.25 780.00 kgs. 35,275.15 4,939.55 2,103.55 42,318.25 15% 6,347.74 3,406.62 52,072.61 66.76
902(1)b Reinforcing Steel (Deformed) Grade 60 0.15 473.70 kgs. 21,894.89 3,039.72 1,294.49 26,229.09 15% 3,934.36 2,111.44 32,274.89 68.13
903(2) Formworks and Falseworks 4.45 1,500.00 sq.m 311,764.50 248,376.80 206,633.09 766,774.39 15% 115,016.16 61,725.34 943,515.89 629.01
TOTAL OF PART B 10.40 1,287,434.54 282,929.15 222,999.68 1,793,363.37 269,004.51 144,365.75 2,206,733.63
PREPARED BY:

ARNEL M. ANDRES
FOUR M BUILDERS
CONTRACTOR: FOUR M BUILDERS
PROJECT NAME: MAJOR RENOVATION OF BIR RR3 REGIONAL OFFICE BUILDING
PROJECT
LOCATION: REGIONAL GOVERNMENT CENTER, CARIG SUR TUGUEGARAO CITY

SUMMARY OF QUANTITIES
DIRECT COST TOTAL MARK-UP ADJUSTED UNIT
ITEM NO. ITEM DESCRIPTION % QTY. UNIT 7% VAT TOTAL COST
COST
MATERIAL LABOR EQUIPMENT TOTAL % (OCM+PROFIT)
PART C FINISHING AND OTHER CIVIL WORKS
1000(1) Termite Control Works 0.01 5.00 L 1,500.00 230.56 23.06 1,753.62 15% 263.04 141.17 2,157.83 431.57
1046(2)a1 150 mm CHB Non-Load Bearing (including Reinforcing Bar) 5.54 1,050.00 m2 792,138.00 97,140.57 66,560.06 955,838.63 15% 143,375.79 76,945.01 1,176,159.43 1,120.15
1007(2) Aluminum Framed Glass Door with 6mm tempered glass 2.59 1.00 LS 446,880.00 - - 446,880.00 10% 44,688.00 34,409.76 525,977.76 525,977.76
1007(3) Fire Exit Doors 0.27 1.00 LS 47,250.00 - - 47,250.00 10% 4,725.00 3,638.25 55,613.25 55,613.25
1011(1)b Roll-Up Doors(Aluminum) 0.39 1.00 LS 67,188.80 - - 67,188.80 10% 6,718.88 5,173.54 79,081.22 79,081.23
1005 (5) Steel Window Casement w/ Blue Tempered Glass -6mm thick 15.69 1.00 LS 2,706,637.50 - - 2,706,637.50 10% 270,663.75 208,411.09 3,185,712.34 3,185,712.34
605 Signages(Pylon and BIR Signages) 0.81 1.00 LS 140,000.00 - - 140,000.00 10% 14,000.00 10,780.00 164,780.00 164,780.00
1027(1) Cement Plaster Finish 0.94 1,050.00 m2 109,734.00 47,189.06 4,718.91 161,641.97 15% 24,246.30 13,012.18 198,900.45 189.43
1003(1)a1 Flat Ceiling 10.13 2,587.20 LS 1,638,746.00 98,848.16 9,884.82 1,747,478.98 15% 262,121.85 140,672.06 2,150,272.89 831.12
1003(1)a2 Recessed and Drop Ceiling 1.59 400.00 m2 253,455.00 18,560.08 1,856.01 273,871.09 15% 41,080.66 22,046.62 336,998.37 842.50
1038(1) Reflective Insulation 2.53 2,587.20 m2 407,484.00 26,860.24 2,686.02 437,030.26 15% 65,554.54 35,180.94 537,765.74 207.86
1018(1) Bricks 0.59 70.00 lin.m 68,024.25 30,969.53 3,096.95 102,090.73 15% 15,313.61 8,218.30 125,622.64 1,794.61
1018(2) Unglazed Tiles and Trims 0.48 70.00 m2 61,043.20 19,697.40 1,969.74 82,710.34 15% 12,406.55 6,658.18 101,775.07 1,453.93
1016(1)a Water Proofing(4 coats) 4.40 2,587.20 m2 648,000.00 100,739.90 10,073.99 758,813.89 15% 113,822.08 61,084.52 933,720.49 360.90
1032(1)a Painting works(masonry) 13.52 8,424.00 m2 1,613,364.48 653,114.63 65,311.46 2,331,790.57 15% 349,768.59 187,709.14 2,869,268.30 340.61
1032(1)b Painting works(ceiling boards) 3.41 2,987.20 m2 233,599.04 321,607.02 32,160.70 587,366.76 15% 88,105.01 47,283.02 722,754.79 241.95
1032(1)c Painting works(Steel)-roof frames 0.59 500.00 m2 72,450.00 27,141.90 1,357.09 100,948.99 15% 15,142.35 8,126.39 124,217.73 248.44
1014(1)b2 Prepainted Metal Sheets(Rib Type, 0.6 mm thick),blue 2.29 664.54 lin.m 373,752.18 19,194.12 1,919.41 394,865.71 15% 59,229.86 31,786.69 485,882.26 731.16
TOTAL OF PART C 65.24 9,681,246.45 1,461,293.16 201,618.22 11,344,157.84 1,531,225.86 901,276.86 13,776,660.56
PART D PLUMBING WORKS
1001(9) Storm drainage and downspout 0.27 1.00 l.s. 17,052.00 26,116.09 2,611.61 45,779.70 15% 6,866.96 3,685.27 56,331.93 56,331.93
TOTAL OF PART D 65.24 17,052.00 26,116.09 2,611.61 45,779.70 6,866.96 3,685.27 56,331.93
PART E ELECTRICAL WORKS
1103(1) Lighting Fixtures and Lamps 2.97 1.00 l.s. 496,360.00 14,243.25 1,424.33 512,027.58 15% 76,804.14 41,218.22 630,049.94 630,049.94
Panel Board with Main and Branch Breakers including Testing and
623 (10) 3.84 1.00 l.s. 654,480.00 6,456.94 645.69 661,582.63 15% 99,237.39 53,257.40 814,077.42 814,077.42
Commissioning
TOTAL OF PART E 6.80 1,150,840.00 20,700.19 2,070.02 1,173,610.21 176,041.53 94,475.62 1,444,127.36
PART F MECHANICAL WORKS
1201(1) Water Pumping System 0.95 1.00 l.s. 164,000.00 185.31 18.53 164,203.84 15% 24,630.58 13,218.41 202,052.83 202,052.83
1202(1) Automatic Fire Sprinkler System 7.77 1.00 l.s. 1,317,642.00 20,569.41 2,056.94 1,340,268.35 15% 201,040.25 107,891.60 1,649,200.20 1,649,200.19
1208(1) Fire Alarm System 2.46 1.00 l.s. 395,150.00 26,962.61 2,696.26 424,808.87 15% 63,721.33 34,197.11 522,727.31 522,727.31
TOTAL OF PART F 11.19 1,876,792.00 47,717.33 4,771.73 1,929,281.06 289,392.16 155,307.12 2,373,980.34
TOTAL OF PART III 97.40 14,086,189.09 2,128,243.93 617,255.59 16,831,688.61 2,354,355.49 1,343,023.09 20,529,067.19
GRAND TOTAL 100.00 14,207,929.08 2,229,978.65 810,542.76 17,248,450.50 2,377,717.72 1,373,831.78 21,000,000.00
PREPARED BY:

ARNEL M. ANDRES
FOUR M BUILDERS
 CONTRACTOR:
Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

FORM POW-2015-01A-00

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

PART I FACILITIES FOR THE ENGINEER

TOTAL OF PART I

PART II OTHER GENERAL REQUIREMENTS

B.5 Project Billboard 4.00 each 4,937.05 4,937.05 6,075.04 Err:509

B.7 Health and Safety Program 5.00 mos. 40,800.00 40,800.00 47,148.48 Err:509

B.9 Mobilization/ Demobilization 1.00 LS 193,013.71 193,013.71 206,524.67 Err:509

TOTAL OF PART II 238,750.76 Err:509

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

PART A EARTHWORKS

801(1)a Removal of Actual Structures and Obstruction(Existing Windows)(140 sq.m) 1.00 LS 174,825.70 174,825.70 215,123.03 Err:509

803(1)a Structure Excavation(Exterior Walls, Entrance Canopy,Flagpole Platform) 11.00 cu.m. 3,461.82 314.71 387.25 Err:509

804(1)a Embankment(from structure excavation) 3.00 cu.m. 97.03 32.34 39.80 Err:509

804(1)b Embankment(from Borrow) 6.00 cu.m. 2,335.89 389.32 479.05 Err:509

804(4) Gravel Fill 5.00 cu.m. 2,708.19 541.64 666.49 #DIV/0!

807 (1) Site Development (Lanscaping) 1.00 LS 70,194.04 70,194.04 86,373.77 #DIV/0!

TOTAL OF PART A 180,720.44 Err:509

PART B PLAIN AND REINFORCED CONCRETE WORKS

Err:509 Err:509 Err:509

Err:509
2,708.19 541.64 666.49
Err:509

900 (1)(c2) Structural Concrete (Exterior Walls, Counters, Flagpole) 150.00

cu.m.
652,494.45 4,349.96 5,352.63
Err:509

902(1)a Reinforcing Steel (Deformed) Grade 40 780.00

kgs.
Err:509 Err:509 Err:509
Err:509

902(1)b Reinforcing Steel (Deformed) Grade 60 473.70

kgs.
Err:509 Err:509 Err:509
Err:509

903(2) Formworks and Falseworks 1,500.00

sq.m
42,318.25 54.25 66.76
Err:509

TOTAL OF PART B Err:509 Err:509

PART C FINISHING AND OTHER CIVIL WORKS

C.1 Termite Control Works

1000(1) Termite Control Works 5.00 lit. 955,838.63 910.32 1,120.15 Err:509

Sub-Total C.1 955,838.63 Err:509

C.2. Masonry Works

1046(2)a1 100mm CHB Non-Load Bearing(including Reinforcing Bar) 2,587.20 m2 1,747,478.98 675.43 831.12 Err:509

1046(2)a1 150 mm CHB Non-Load Bearing (including Reinforcing Bar) Err:509 m2 Err:509 Err:509 Err:509 Err:509

Sub-Total C.2 Err:509 Err:509

[Autogenerated Code]
 1010(4) Wooden Doors And Windows 1.00 LS Err:509 Err:509 Err:509 Err:509

1011(1)b Roll-Up Doors(Aluminum) 1.00 LS 394,865.71 594.19 731.16 Err:509

Sub-Total C.3 Err:509 Err:509

C.4 Finishing Works

1027(1) Cement Plaster Finish Err:509 m2 Err:509 Err:509 Err:509 Err:509

1051(6) Railing - LS - - - Err:509

1003(1)a1 Flat Ceiling 1.00 m2 512,027.58 512,027.58 630,049.93 Err:509

1038(1) Reflective Insulation Err:509 m 2

Err:509 Err:509 Err:509 Err:509

1035 (1) Furring Channel Err:509 lin.m Err:509 Err:509 Err:509 Err:509

1039(1) Aluminum Cladding (4mm thick Aluminum Composite Panel) - m 2

17,248,450.47 7,350,032.08 8,796,966.78 Err:509

1018(1) Glazed Tiles and Trims - m2 - - - Err:509

1018(1) Bricks - m 2
- - - Err:509

1016(1)a Water Proofing(4 Coats) - m2 - - - Err:509

Sub-Total C.4 Err:509 Err:509

C.5 Painting Works

1032(1)a Painting Works (Masonry) - m2 - - - Err:509

1032(1)b Painting works(ceiling boards) - m2 - - - Err:509

1032(1)c Painting Works (Steel) - m 2

- - - Err:509

Sub-Total C.5 - Err:509

C.6 Roof Framing and Roofing Works

1013(2)b3 Fabricated Metal Roofing Accessory (GA 24-Valley Rolls/ Gutters) - lin.m - - - Err:509

1014(1)b2 Prepainted Metal Sheets(Rib Type, 0.6 mm thick),blue - m 2

- - - Err:509

1047(1) Structural steel - LS - - - Err:509

Sub-Total C.6 - Err:509

C.7 Plumbing/ Sanitary Works

1001(8) Sewer Line Works - LS - - - Err:509

1001(9) Storm Drainage and downspout - LS - - - Err:509

1002(24) Cold Water Lines - LS - - - Err:509

1002(4) Plumbing Fixtures - LS - - - Err:509

1001(5)b Catch Basin (CHB) - each - - - Err:509

1001(11) Septic Vault (CHB/ Concrete) - LS - - - Err:509

Sub-Total C.7 - Err:509

TOTAL OF PART C Err:509 Err:509

PART D ELECTRICAL WORKS

1100 (1) Conduit, Boxes & Fittings - LS - - - Err:509

1101(33) Wires & Wiring Devices - LS - - - Err:509

623 (10) Panelboard with Main & Branch Breakers - LS - - - Err:509

1102 (8) Pad Mounted Distribution Transformer (OISC) with Complete Accessories - LS - - - Err:509

1103 (1) Lighting Fixtures and Lamps - LS - - - Err:509

1105(20) Network Cabling - LS - - - Err:509

1106(1) CCTV System - LS - - - Err:509

1109(1) Grounding System - LS - - - Err:509

[Autogenerated Code]
 Major Renovation of BIR RR3 Regional Office Building
PROJECT NAME:
FORM POW-2015-01B-00
MINIMUM EQUIPMENT REQUIREMENT
Number of Number of
No. Equipment Description Capacity No. Equipment Description Capacity
Equipment Equipment
1 Backhoe 0.80 m3 1 31
2 Dump Truck 12 yd 3
2 32
3 Plate Compactor 5 hp 1 33
4 Concrete Vibrator 5 amp 6 34
5 Pumpcrete 1 35
6 One Bagger Mixer 4 - 6 ft /min
3
2 36
7 Bar Cutter 1 37
8 Bar Bender 1 38
9 Welding Machine 50 amp 1 39
10 Cutting Outfit 1 40
11 Truck Mounted Crane 20 - 25 mt 1 41
12 #REF! 2-5mt 1 42
13 #REF! 1 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 20 SUB-TOTAL
TOTAL 20
[Autogenerated Code]
 PROJECT DETAILS
Sec/Usec/Asec

Implementing Office : Region II

Project Description : Major Renovation of BIR RR3 Regional Office Building

Project ID :

Project Component ID :

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Station Limits :

Appropriation : Php 21,105,527.63

Fund Source :

Net Length

(a) Road :

(b) Bridge :

(c) Others :

Target Start Date :

Total Project Duration :

No. of Pre-determined/ :

Unworkable Days

Contract Duration : 320 CD

SIGNATORIES
NAME POSITION TITLE

Prepared By : MARILYN T. CANAPI Engineering Assistant

Checked/Submitted By : EDWIN E. GALANO Engineer III

Reviewed as to Unit Cost : JAIME P CATOLOS , JR. Chief, Planning and Design Division

Recommending Approval : ALEXANDER D NOLA, CESO IV Assistant Regional Director

Approved : MELANIO C BRIOSOS, CESO III Regional Director

CONTROLLER
Controller : 0

EVALUATOR
Evaluator :
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 801(1)b Quantity 1

Description : Removal of Actual Structures and Obstruction(flagpole)(4 cu.m) Unit LS
8,000.00
kgs
Production Output: 500.00 kg./hr
No. of Hours: 16.00 hour(s) Say 16.00 hour(s) km 10.00
No. of Days: 2.00 day(s)

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Truck Mounted Crane(31-35MT) 1.0 1 16.00 1,861.00 29,776.00

Cargo/Service Truck(2-5mt) 1.0 1 16.00 783.00 12,528.00
Welding Machine,Gas/Diesel Driven 1.0 1 16.00 539.00 8,624.00
Cutting Outfit 1.0 1 16.00 45.45 727.20

Minor Tools(10% of Labor Cost 0.1 695.71

A. SUB-TOTAL , EQUIPMENT P 52,350.91

No. of
B Designation of Personnel No. of Men Hourly Rate Total Cost (Pesos)
Hours

Foreman 1 1 16.00 92.98 1,487.68

Skilled Laborer 1 2 16.00 67.22 2,151.04
Unskilled Laborer 1 4 16.00 51.85 3,318.40

B. SUB-TOTAL, LABOR P 6,957.12

C. Name and Description Qty Unit Unit Cost Total Cost (Pesos)

OXY/ACETYLENE 0.00025 2.00 SET 2,500.00 5,000.00

WELDING ROD 0.002 16.00 KG 96.00 1,536.00
ROPE 1" dia. 0.05 400.00 M 3.50 1,400.00
handling cost kg= 8,000.00 2.00 8 mt 350.00 5,600.00
hauling cost km= 10.00 8 mt 6.50 520.00

C. SUB-TOTAL, MATERIAL P 14,056.00

SUMMARY:
A Equipment P 52,350.91
B Labor 6,957.12
C Materials 14,056.00
D TOTAL DIRECT COST (A+B+C) 73,364.03
DIRECT UNIT COST D/Quantity 73,364.03

E OCM 12% of D 8,803.68

PROFIT 8% of D 5,869.12
F VAT 5% (D+E) 4,401.84
G Total Cost (D+E+F) 92,438.68
H UNIT COST (G/Quantity) P 92,438.68
 Proposed Three Storey PSA R02 Building with Roof Deck, Transformer Rack, and Power House
Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
SUMMARY OF QUANTITIES

ITEM NO. DESCRIPTION QTY. UNIT

PART I FACILITIES FOR THE ENGINEER

PART II OTHER GENERAL REQUIREMENTS
B.5 Project Billboard 4.00 each
B.7 Health and Safety Program 5.00 mos.
B.9 Mobilization/ Demobilization 1.00 LS
PART III CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING WORKS
PART A Earthworks
801(1)a Removal of Actual Structures and Obstruction(Existing Windows)(140 sq.m) 1.00 LS
801(1)b Removal of Actual Structures and Obstruction(flagpole)(4 cu.m) 1.00 LS
801(1)c Removal of Actual Structures and Obstruction(ceilings)(2,587.2 sq.m) 1.00 LS
801(1)d Removal of Actual Structures and Obstruction(Fence)(30 sq.m) 1.00 LS
801(1)e Removal and Reinstallation of Lighting Fixtures 1.00 LS
803(1)a Structure Excavation(Exterior Walls, Entrance Canopy,Flagpole Platform) 11.00 cu.m.
804(1)a Embankment(from structure excavation) 3.00 cu.m.
804(1)b Embankment(from Borrow) 6.00 cu.m.
804(4) Gravel Fill 5.00 cu.m.
807 (1) Site Development (Lanscaping) 1.00 LS
PART B Plain and Reinforced Concrete Works
900 (1)(c2) Structural Concrete (Exterior Walls, Counters, Flagpole) 150.00 cu.m.
902(1)a Reinforcing Steel (Deformed) Grade 40 780.00 kgs.
902(1)b Reinforcing Steel (Deformed) Grade 60 473.70 kgs.
903(2) Formworks and Falseworks 1,500.00 sq.m
PART C Finishing and Other Civil Works
1000(1) 150 mm CHB Non-Load Bearing (including Reinforcing Bar) 1,050.00 Liter
1046(2)a1 100mm CHB Non-Load Bearing(including Reinforcing Bar) 2,587.20 sq.m.
1046(2)a1 150 mm CHB Non-Load Bearing (including Reinforcing Bar) Err:509 sq.m.
1007(2) Aluminum Framed Glass Door with 6mm tempered glass 1.00 LS
1008(2) Aluminum Glass Windows 1.00 LS
1010(4) Wooden Doors And Windows 1.00 sq.m.
1011(1)b Roll-Up Doors(Aluminum) 1.00 LS
1027(1) Cement Plaster Finish Err:509 sq.m.
1051(6) Railing 1.00 LS
1003(1)a1 Flat Ceiling 1.00 sq.m.
1038(1) Reflective Insulation Err:509 sq.m.
1032(1)c Painting Works (Steel) - sq.m.
1014(1)b2 Prepainted Metal Sheets(Rib Type, 0.6 mm thick),blue - sq.m.
1047(1) Structural steel 1.00 LS
PART D PLUMBING/SANITARY WORKS
1001(8) Sewer Line Works 1.00 LS
1001(9) Storm Drainage and downspout 1.00 LS
1002(24) Cold Water Lines 1.00 LS
1002(4) Plumbing Fixtures 1.00 LS
1001(5)b Catch Basin (CHB) 18.00 each
1001(11) Septic Vault (CHB/ Concrete) 1.00 LS
D. Electrical &Plumbing Works
1100 (1) Conduit, Boxes & Fittings 1.00 LS
1101(33) Wires & Wiring Devices 1.00 LS
623 (10) Panelboard with Main & Branch Breakers 1.00 LS
1102 (7) Automatic Transfer Switch (Free Standing) 1.00 LS
1102 (8) Pad Mounted Distribution Transformer (OISC) with Complete Accessor 1.00 LS
1102(16)a1 Generator (Standby) 1.00 LS
1203(1)a Electric Elevator 1.00 LS
1208(1) Fire Alarm System 1.00 LS
 DETAILED UNIT PRICE ANALYSIS

Project : Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : A.1.1(6) Quantity = 10.00

Provision of Combined Field office, Laboratory and Living
Description :
Quarters building for the engineer (Rental Basis) Unit = Mos

No. of Total Cost

A Name and Capacity of Equipment (Operated) Unit Unit Rate
Units (Pesos)

--------------------------------------

A. SUB-TOTAL , EQUIPMENT P -

No. of Total Cost

B Designation of Personnel No. of Men Unit Rate/Day
Days (Pesos)

--------------------------------------

B. SUB-TOTAL, LABOR P -

Total Cost
C. Name and Description Qty Unit Unit Cost
(Pesos)

House Rental 10.00 mos P 20,000.00 200,000.00

C. SUB-TOTAL, MATERIAL P 200,000.00

SUMMARY:
A Equipment P -
B Labor -
C Materials 200,000.00
D TOTAL DIRECT COST (A+B+C) 200,000.00
DIRECT UNIT COST D/Quantity 20,000.00

E OCM 0% of D -
PROFIT 8% of D 16,000.00
F VAT 5% (D+E) 10,800.00
G Total Cost (D+E+F) 226,800.00
H UNIT COST (G/Quantity) P 22,680.00
 DETAILED UNIT PRICE ANALYSIS

Project : Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : A.1.1(15) Quantity = 10.00

Operation & Maintenance of Temporary field office, Laboratory
Description :
and The Living Quarters Building for the Engineers Unit = Mos

No. of Total Cost

A Name and Capacity of Equipment (Operated) Unit Unit Rate
Units (Pesos)

--------------------------------------

A. SUB-TOTAL , EQUIPMENT P -

No. of Total Cost

B Designation of Personnel No. of Men Unit Rate/Day
Days (Pesos)

Utility Worker 1 260.00 414.80 107,848.00

B. SUB-TOTAL, LABOR P 107,848.00

Total Cost
C. Name and Description Qty Unit Unit Cost
(Pesos)

Electric Bill 10.00 mo. 3,000.00 30,000.00

Water Bill 10.00 mo. 2,000.00 20,000.00
LPG Refill (11 kgs) 10.00 mo. 715.00 7,150.00
C. SUB-TOTAL, MATERIAL P 57,150.00
SUMMARY:
A Equipment P -
B Labor 107,848.00
C Materials 57,150.00
D TOTAL DIRECT COST (A+B+C) 164,998.00
DIRECT UNIT COST D/Quantity 16,499.80

E OCM 0% of D -
PROFIT 8% of D 13,199.84
F VAT 5% (D+E) 8,909.89
G Total Cost (D+E+F) 187,107.73
H UNIT COST (G/Quantity) P 18,710.77
 Major Renovation of BIR RR3 Regional Office Building

Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

SUMMARY OF QUANTITIES

ITEM NO. DESCRIPTION QTY. UNIT REMARKS

PART I FACILITIES FOR THE ENGINEER

PART II OTHER GENERAL REQUIREMENTS

B.5 Project Billboard 4.00 each 19,748.19

B.7 Health and Safety Program 5.00 mos. 203,999.99
B.9 Mobilization/ Demobilization 1.00 LS 193,013.71
416,761.89
PART III CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING WORKS
PART A Earthworks -
801(1)a Removal of Actual Structures and Obstruction(Existing Windows)(140 sq.m) 1.00 LS 174,825.70
801(1)b Removal of Actual Structures and Obstruction(flagpole)(4 cu.m) 1.00 LS 4,310.04
801(1)c Removal of Actual Structures and Obstruction(ceilings)(2,587.2 sq.m) 1.00 LS 247,350.18
801(1)d Removal of Actual Structures and Obstruction(Fence)(30 sq.m) 1.00 LS 9,779.60
801(1)e Removal and Reinstallation of Lighting Fixtures 1.00 LS 30,433.92

803(1)a Structure Excavation(Exterior Walls, Entrance Canopy,Flagpole Platform) 11.00 cu.m. 3,461.82

804(1)a Embankment(from structure excavation) 3.00 cu.m. 97.03

804(1)b Embankment(from Borrow) 6.00 cu.m. 2,335.89

804(4) Gravel Fill 5.00 cu.m. 2,708.19

807 (1) Site Development (Lanscaping) 1.00 LS 70,194.04

PART B Plain and Reinforced Concrete Works 545,496.41

900 (1)(c2) Structural Concrete (Exterior Walls, Counters, Flagpole) 150.00 cu.m. 652,494.45

900 (1)(c3) Structural Concrete (Windows Canopy and Entrance Canopy) 70.00 cu.m. 305,547.19

902(1)a Reinforcing Steel (Deformed) Grade 40 780.00 kgs. 42,318.25

902(1)b Reinforcing Steel (Deformed) Grade 60 473.70 kgs. 26,229.09

903(2) Formworks and Falseworks 1,500.00 sq.m 766,774.39

PART C Finishing and Other Civil Works 1,793,363.37

1,753.62
1000(1) Termite Control Works 5.00 liters
955,838.63
1046(2)a1 150 mm CHB Non-Load Bearing (including Reinforcing Bar) 1,050.00 sq.m.
1007(2) Aluminum Framed Glass Door with 6mm tempered glass 1.00 LS 446,880.00

1007(3) Fire Exit Doors 1.00 LS 47,250.00

1011(1)b Roll-Up Doors(Aluminum) 1.00 LS 67,188.80

1005 (5) Steel Window Casement w/ Blue Tempered Glass -6mm thick 1.00 LS 2,706,637.50

605 Signages(Pylon and BIR Signages) 1.00 LS 140,000.00

1027(1) Cement Plaster Finish 1,050.00 sq.m. 161,641.97

1003(1)a1 Flat Ceiling 2,587.20 sq.m. 1,747,478.98

1003(1)a2 Recessed and Drop Ceiling 400.00 sq.m. 273,871.09

1038(1) Reflective Insulation 2,587.20 sq.m. 437,030.26

1018(1) Bricks 70.00 sq.m 102,090.73

1018(2) Unglazed Tiles and Trims 70.00 sq.m 82,710.34

1016(1)a Water Proofing(4 coats) 2,587.20 sq.m. 758,813.89

1032(1)a Painting works(masonry) 8,424.00 sq.m 2,331,790.57

1032(1)b Painting works(ceiling boards) 2,987.20 sq.m 587,366.76

1032(1)c Painting works(Steel)-roof frames 500.00 lin.m 100,948.99

1014(1)b2 Prepainted Metal Sheets(Rib Type, 0.6 mm thick),blue 664.54 lin.m 394,865.71

11,344,157.83

PART D Plumbing
1001(9) Storm drainage and downspout 1.00 LS 45,779.70

PART E Electrical Works 45,779.70

1103(1) Lighting Fixtures and Lamps 1.00 LS 512,027.58

Panel Board with Main and Branch Breakers including Testing and 661,582.63
623 (10) Commissioning 1.00 LS
1,173,610.21

PART F Mechanical Works

1201(1) Water Pumping System(Fire Sprinkler System) 1.00 LS 164,203.84

1202(1) Automatic Fire Alarm System 1.00 LS 1,340,268.35

1208(1) Fire Alarm System 1.00 LS 424,808.87

 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : B.5 Quantity = 4.00

Description : Project Billboard Unit = each

A Name and Capacity of Equipment (Operated) No. of Units Unit Unit Rate Total Cost (Pesos)

Minor Tools, 10% of Labor 273.47

A. SUB-TOTAL , EQUIPMENT P 273.47

No. of
B Designation of Personnel No. of Men Unit Rate/Day Total Cost (Pesos)
Days

Carpenter 1 2 537.76 P 1,075.52

Unskilled Laborer 2 2 414.80 1,659.20

B. SUB-TOTAL, LABOR P 2,734.72

C. Name and Description Qty Unit Unit Cost Total Cost (Pesos)

Tarpaulin 130 sq.ft. P 24.00 P 3,120.00

Plywood, Marine, 1/2" x 4' x 8' 4 pcs. 720.00 2,880.00
Good lumber 200 bd.ft. 53.00 10,600.00
CWN, Assorted 2 kgs. 70.00 140.00

C. SUB-TOTAL, MATERIAL P 16,740.00

SUMMARY:
A Equipment P 273.47
B Labor 2,734.72
C Materials 16,740.00
D TOTAL DIRECT COST (A+B+C) 19,748.19
DIRECT UNIT COST D/Quantity 4,937.05

E OCM 7% of D 1,382.37
PROFIT 8% of D 1,579.86
F VAT 7% (D+E) 1,589.73
G Total Cost (D+E+F) 24,300.15
H UNIT COST (G/Quantity) P 6,075.04
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Project Contractor: Four M Builders

Item No. : B.7 Quantity = 5.00

Description : Health & Safety Program Unit = mos.
No. of Hours: hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
A. SUB-TOTAL , EQUIPMENT P -

B. Designation of Personnel No. of Men No. of Days Daily Rate Total Cost (Pesos)
Factor

First Aider, Part time 1 180.00 P 550.00 P 99,000.00

B. SUB-TOTAL, LABOR - P 99,000.00

C. Material Name and Description Man-hr Unit Unit Cost Total Cost (Pesos)

BASIC PPE
Safety Helmet 50,000.00 M-H P 0.06 P 2,999.99
Safety Shoes 50,000.00 M-H 0.58 29,000.00
Safety Gloves (Denim) 50,000.00 M-H 1.46 73,000.00

C. SUB-TOTAL, MATERIAL P 104,999.99

SUMMARY
A Equipment P -
B Labor 99,000.00
C Materials 104,999.99
D TOTAL DIRECT COST (A+B+C) 203,999.99
DIRECT UNIT COST D/Quantity 40,800.00
E OCM 0% of D -
F PROFIT 8% of D 16,320.00
G VAT 7% of (D+E+F) 15,422.40
H Total Cost (D+E+F+G) 235,742.39
I UNIT COST (H/Quantity) P 47,148.48
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : B.9 Quantity = 1.00

Description : Mobilization/Demobilization Unit = L.S.

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

One Percent (1%) of Civil Works 193,013.71

A. SUB-TOTAL , EQUIPMENT P 193,013.71

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Factor

B. SUB-TOTAL, LABOR - P -

C. Material Name and Description Man-day Unit Unit Cost Total Cost (Pesos)

C. SUB-TOTAL, MATERIAL P -

SUMMARY
A Equipment P 193,013.71
B Labor -
C Materials -
D TOTAL DIRECT COST (A+B+C) 193,013.71
DIRECT UNIT COST D/Quantity 193,013.71
E OCM 0% of D -
F PROFIT 0% of D -
G VAT 7% (D+E+F) 13,510.96
H Total Cost (D+E+F+G) 206,524.67
I UNIT COST (H/Quantity) P 206,524.67
 DETAILED UNIT PRICE ANALYSIS

Project : Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : B.3 Quantity = 1.00

Description : Permits and Clearances
Unit = LS

No. of Total Cost

A Name and Capacity of Equipment (Operated) Unit Unit Rate
Units (Pesos)

--------------------------------------

A. SUB-TOTAL , EQUIPMENT P -

No. of Total Cost

B Designation of Personnel No. of Men Unit Rate/Day
Days (Pesos)

--------------------------------------

B. SUB-TOTAL, LABOR P -

Total Cost
C. Name and Description Qty Unit Unit Cost
(Pesos)

SOIL VERIFICATORY 3.00 holes P 45,000.00 135,000.00

C. SUB-TOTAL, MATERIAL P 135,000.00

SUMMARY:
A Equipment P -
B Labor -
C Materials 135,000.00
D TOTAL DIRECT COST (A+B+C) 135,000.00
DIRECT UNIT COST D/Quantity 135,000.00

E OCM 0% of D -
PROFIT 8% of D 10,800.00
F VAT 5% (D+E) 7,290.00
G Total Cost (D+E+F) 153,090.00
H UNIT COST (G/Quantity) P 153,090.00
 COMPLETION OF PHILIPPINE DRUG ENFORCEMENT AGENCY REGIONAL OFFICE NO. 02 OFFICE BUILDING

REGIONAL GOVERNMENT CENTER, CARIG SUR, TUGUEGARAO CITY, PROVINCE OF CAGAYAN, REGION NO. 02

ESTIMATED COST OF PROPOSED WORK

DIRECT COST ADJUSTED

ITEM NO. DESCRIPTION M-H H UNIT
TOTAL UNIT COST UNIT COST
A. Civil & Architechtural Works

803(1)a Structure Excavation 3.00 3.00 3.00 3.00 3.00 3.00 3.00
804(1)a Backfilling of Excavated Materials 1.75 1.75 1.75 1.75 1.75 1.75 1.75
804(4) Gravel Fill 15.75 15.75 15.75 15.75 15.75 15.75 15.75
Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
900 (1)(c2) Reinforced Concrete Footings 337.50 337.50 337.50 337.50 337.50 337.50 337.50
Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
900(1)c4 Reinforced Concrete Column Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
900(1)c5 Structural Concrete Suspended Slab Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
902(1)a Reinforcing Steel (Deformed) Grade 40 100.75 100.75 100.75 100.75 100.75 100.75 100.75
Err:509 Err:509 #REF! #REF! #REF! #REF! #REF! #REF! #REF!
1046(2)a1 100mm CHB Non-Load Bearing(including Reinforcing Bar) 2,021.25 2,021.25 2,021.25 2,021.25 2,021.25 2,021.25 2,021.25
1046(2)a1 150 mm CHB Non-Load Bearing (including Reinforcing Bar) 1,817.75 1,817.75 1,817.75 1,817.75 1,817.75 1,817.75 1,817.75
1003(1)a1 Flat Ceiling 1,821.75 1,821.75 1,821.75 1,821.75 1,821.75 1,821.75 1,821.75
1047(1) Structural steel 4,598.00 4,598.00 4,598.00 4,598.00 4,598.00 4,598.00 4,598.00

#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Err:509 Bricks - 0.00 0.00 0.00 0.00 0.00 0.00

Err:509 Err:509 - 0.00 0.00 0.00 0.00 0.00 0.00

1027(1) Cement Plaster Finish 925.00 925.00 925.00 925.00 925.00 925.00 925.00
1018(1) PREFORMED
Glazed PRE-PAINTED
Tiles and Trims 566.50 566.50 566.50 566.50 566.50 566.50 566.50
G.I. ROOFING SHEETS(LONG SPAN)
Err:509 715.00 715.00 715.00 715.00 715.00 715.00 715.00
Err:509 Err:509 12,840.00 12,840.00 12,840.00 12,840.00 12,840.00 12,840.00 12,840.00
Err:509 Err:509 5,533.50 5,533.50 5,533.50 5,533.50 5,533.50 5,533.50 5,533.50
0.00 0.00 0.00 0.00 0.00 0.00
B. Electrical &Plumbing Works 0.00 0.00 0.00 0.00 0.00 0.00
#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
1002(4) Plumbing Fixtures 573.75 573.75 573.75 573.75 573.75 573.75 573.75
1014(1)b2 Err:509 997.50 997.50 997.50 997.50 997.50 997.50 997.50
C. Miscellaneous
B.7 Health & Safety Program
B.9 Mobilization/Demobilization
1051(6) Railing
#REF! #REF!

TOTAL #REF! Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Warning/Traffic Signages and Devices
Health and Safety Program 5,840.00 2,920.00 24.00 5,840.00 2,920.00 1,440.00
Mobilization/Demobilization 350.00 1,700.00 35.00 277.50 434.50 150.00
UNIT PRICE PER MAN-HOURS 0.06 0.58 1.46 0.05 0.15 0.10
TOTAL COST Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
Project Name Completion/Extention of PDEA- Office Building Date Prepared 10/7/2015

Location Cagayan Valley Region, Tuguegarao City, Cagayan Date Submitted 10/8/2015

Scope of Work Detailed Estimate of Materials

No. of Quantity /
Item Item Description Member Name Lenght (m.) Width (m.) Height (m.) Total Quantity Unit Measure
Member Member
Demolition & Replacement of
1 Stair 1 1 2.6 1.2 0.6 Area = 3.12 sq.m. Volume = 1.872 cu.m. sq.m.
Existing Structure
Stair 2 1 3.3 2 0.6 Area = 6.6 sq.m. Volume = 3.96 cu.m. sq.m.
Volume = 12.505
Volume Total = 18.337 cu.m. Wall 1 41 0.1 3.05 Area = 143.5 sq.m. sq.m.
cu.m.
Removal of Door 3 1 - - - 1 1 Set
Removal of Door 4 3 - - - 1 3 Sets
Removal of Door 5 1 - - - 1 1 Set
Removal of Door 6 5 - - - 5 5 Sets
Removal of Window 2 1 - - - 1 1 Set
Removal of Water Closet 5 - - - 5 5 Sets
Removal of Wash Basin 1 - - - 1 1 Set
Removal of Steel Grill 1 1 - - - 1 1 Set
Removal of Steel Grill 2 1 - - - 1 1 Set

2 Excavation Isolated Footing 6 1.20 1.20 1.60 2.30 13.82 cu.m.

Wall Footing 1 74.00 0.30 0.65 14.43 14.43 cu.m.
Stair Footing 1 4.60 0.30 0.70 0.97 0.97 cu.m.
3 2.30 0.30 0.65 0.45 1.35 cu.m.
ramp 1 7.50
7.39
8.79
1.40
1 25.09 0.30 0.60 4.52 4.52 cu.m.
plantbox 3.4
1.3 lm
4.7 2.00 9.40 0.60 0.30 1.69 cu.m

total 36.77 cu.m.

Total Volume 29.22 cu.m.

Backfill of Excavated
3 Earth Fill 1 - - - 22.12 22.12 cu.m.
Material
Additional 1 20.00 4.00 0.50 40.00 40.00 cu.m.
2 4.60 3.70 0.50 8.51
Total Volume 62.12 cu.m.
4 Gravel Fill Isolated Footing 6 1.20 1.20 0.10 0.14 0.86 cu.m.
Wall Footing 1 74.00 0.30 0.05 1.11 1.11 cu.m.
Stair Footing 1 4.55 0.30 0.05 0.07 0.07 cu.m.
Slab on Fill 1 20.00 4.00 0.05 4.00 4.00 cu.m.
WALL FOOTING RAMP 4.38
RAMP 1.50
Stair 4.26

Total Volume 16.18 cu.m.

5 Structural Concrete Isolated Footing 6 1.20 1.20 0.30 0.43 2.59 cu.m.
Collumns 6 4.45 0.30 0.30 0.40 2.40 cu.m.
Wall Footing (WF) 1 74.00 0.30 0.20 4.44 4.44 cu.m.
Wall Footing (WF) 1 34.49 0.30 0.20 2.07 2.07 cu.m.
Roof Beam (RF-1) 6 4.00 0.35 0.25 0.35 2.10 cu.m.
Roof Beam (RF-2) 4 4.25 0.35 0.25 0.37 1.49 cu.m.
Roof Beam (RF-3) 1 3.00 0.35 0.25 0.26 0.26 cu.m.
CANTELEVER BEAM 16 1.10 0.35 0.25 0.10 1.54 cu.m.
Slab on Grade (SOG) 1 20.00 4.00 0.10 8.00 8.00 cu.m.
Slab on Grade (SOG) 2 2.30 1.85 0.10 0.43 0.85 cu.m.
Service Stair (SS) 3 4.60 Area =0.3955 sq.m. 1.58 4.75 cu.m.
Concrete Gutter (CG-1) 1 22.40 Area =0.095 sq.m. 1.90 1.90 cu.m.
Concrete Gutter (CG-2) 1 9.50 Area =0.166 sq.m. 1.58 1.58 cu.m.
Total Volume 33.97 cu.m.

Isolated Footing (RSB 16pcs. of 16mmø by 96pcs. of 16mmø by use 24pcs. of 16mmø
6 Reinforcing Steel Bar 6 - - -
Matting) 1.308m. 1.308m. by 6.0m.
8pcs. of 16mmø by 48pcs. of 16mmø by use 48pcs. of 16mmø
520.18kgs Collumn (RSB Vertical) 6 4.60 - -
5.25m. 5.25m. by 6.0m.
32pcs. of 10mmø by 192pcs. of 10mmø by use 38.4pcs. of
Collumn (RSB Ties) 6 - - -
1.03m. 1.03m. 10mmø by 6.0m.
57pcs. of 12mmø by 57pcs. of 12mmø by 57pcs. of 12mmø by
Wall Footing (Main Bars) 1 - - -
6.0m. 6.0m. 6.0m.
232pcs. of 10mmø by 232pcs. of 10mmø by use 15pcs. of 10mmø
Wall Footing (Ties) 1 - - -
0.36m. 0.36m. by 6.0m.

Reinforcing Steel for Masonry 124pcs. of 10mmø by 124pcs. of 10mmø by 65pcs. of 10mmø by
476 kgs. 1 74.00 3.36 -
(Vertical Bars) (60cm Spacing) 3.36m. 3.36m. 7.5m.

Reinforcing Steel for Masonry

5pcs. of 10mmø by 5pcs. of 10mmø by 62pcs. of 10mmø by
(Horizontal Bars) (60cm 1 74.00 3.05 -
74m. 74m. 6m.
Spacing)
6 pcs of 16mmø by 36 pcs of 16mmø by 36 pcs of 16mmø by
RB-1 Main Bars 6 3.70 - -
4.514m. 4.514m. 6.0m.
2 pcs of 16mmø by 12 pcs of 16mmø by 4 pcs of 16mmø by
RB-1 Cut Bars @ Bottom 6 3.70 - -
2.042m. 2.042m. 6.0m.
4 pcs of 16mmø by 24 pcs of 16mmø by 6 pcs of 16mmø by
RB-1 Cut Bars @ Support 6 3.70 - -
1.278m. 1.278m. 6.0m.
28 pcs of 10mmø by 168 pcs of 10mmø by 28 pcs of 10mmø by
RB-1 Stirrups 6 3.70 - -
1.03m. 1.03m. 6.0m.
24 pcs of 16mmø by 24 pcs of 16mmø by 24 pcs of 16mmø by
RB-2 Main Bars 1 20.00 - -
6.0m. 6.0m. 6.0m.
RB-2 Cut Bars @ Exterior 4 pcs. of 16mmø by 4 pcs. of 16mmø by 2pc. of 16mmø by
1 20.00 - -
Support (Top Bars) 1.8m. 1.8m. 6.0m.
RB-2 Cut Bars @ Interior 8 pcs of 16mmø by 8 pcs of 16mmø by 4 pcs. of 16mmø by
1 20.00 - -
Support (Top Bars) 3.0m. 3.0m. 6.0m.
RB-2 Cut Bars @ Mid Span 4 pcs of 16mmø by 4 pcs of 16mmø by 2 pcs. of 16mmø by
1 20.00 - -
(Bottom Bars) 3.0m. 3.0m. 6.0m.
144 pcs of 10mmø by 144 pcs of 10mmø by 28 pcs of 10mmø by
RB-2 Stirrups 1 20.00 - -
1.03m. 1.03m. 6.0m.
40 pcs. 10mmø by 40 pcs. 10mmø by 40 pcs. 10mmø by
SOG (Longhitudinal Bars) 1 - - -
4.29m. 4.29m. 6.0m.
32 pcs. 10mmø by 32 pcs. 10mmø by 32 pcs. 10mmø by
SOG (Transverse Bars) 1 - - -
6.0m. 6.0m. 6.0m.
20 pcs. 10mmø by 20 pcs. 10mmø by 20 pcs. 10mmø by
Service Stair (SS) 1 - - -
6.0m. 6.0m. 6.0m.
32 pcs. 12mmø by 32 pcs. 12mmø by 32 pcs. 12mmø by
Concrete Gutter (CG-1) Main 1 22.40 - -
6.0m. 6.0m. 6.0m.
Concrete Gutter (CG-1) 112 pcs. 10mmø by 112 pcs. 10mmø by 23 pcs. 10mmø by
1 22.40 - -
Stirrups 1 1.2m. 1.2m. 6.0m.
Concrete Gutter (CG-1) 112 pcs. 10mmø by 112 pcs. 10mmø by 12 pcs. 10mmø by
1 22.40 - -
Stirrups 2 0.6m. 0.6m. 6.0m.
16 pcs. 12mmø by 16 pcs. 12mmø by 16 pcs. 12mmø by
Concrete Gutter (CG-2) Main 1 9.50 - -
6.0m. 6.0m. 6.0m.
Concrete Gutter (CG-2) 47 pcs. 10mmø by 47 pcs. 10mmø by 10 pcs. 10mmø by
1 9.50 - -
Stirrups 1 1.2m. 1.2m. 6.0m.
Concrete Gutter (CG-2) 47 pcs. 10mmø by 47 pcs. 10mmø by 5 pcs. 10mmø by
1 9.50 - -
Stirrups 2 0.6m. 0.6m. 6.0m.

64 pcs. of 0.3m. GI Tie 384 pcs. of 0.3m. GI Use 2.17 kgs. of GI

7 Galvanized Tie Wire Isolated Footing 6 - - -
Wire Tie Wire Tie Wire
720 pcs. of 0.3m. GI 720 pcs. of 0.3m. GI Use 4.075 kgs. of GI
Assume 0.3m. of Tie Wire Wall Footing (WF) 1 - - -
Tie Wire Tie Wire Tie Wire
256 pcs. of 0.3m. GI 1536 pcs. of 0.3m. GI Use 8.694 kgs. of GI
Collumn 6 - - -
Tie Wire Tie Wire Tie Wire
575 pcs. of 0.3m. GI 575 pcs. of 0.3m. GI Use 3.25kgs. of GI Tie
Masonry Reinforcement 1 - - -
Tie Wire Tie Wire Wire
224 pcs. of 0.3m. GI 1344 pcs. of 0.3m. GI Use 7.61 kgs. of GI
Roof Beam (RF-1) 6 - - -
Tie Wire Tie Wire Tie Wire
1188 pcs. of 0.3m. GI 1188 pcs. of 0.3m. GI Use 6.72 kgs. of GI
Roof Beam (RF-2) 1 - - -
Tie Wire Tie Wire Tie Wire
1326 pcs. of 0.3m. GI 1326 pcs. of 0.3m. GI Use 7.51 kgs. of GI
Slab on Grade (SOG) 1 - - -
Tie Wire Tie Wire Tie Wire
164 pcs. of 0.3m. GI 164 pcs. of 0.3m. GI Use 1.0 kgs. of GI Tie
Service Stair (SS) 1 - - -
Tie Wire Tie Wire Wire
896 pcs. of 0.3m. GI 896 pcs. of 0.3m. GI Use 5.07 kgs. of GI
Concrete Gutter (CG-1) 1 22.40 - -
Tie Wire Tie Wire Tie Wire
376 pcs. of 0.3m. GI 376 pcs. of 0.3m. GI Use 2.13 kgs. of GI
Concrete Gutter (CG-2) 1 9.50 - -
Tie Wire Tie Wire Tie Wire
44.435 kgs. of G.I. Tie
Total Quantity
Wire

Net Area =225.7sq.m.

Effective Area =
Wall External & Internal Area Doors &
8 Masonry Works (CHB) 1 74.00 3.05 202.42 sq.m. /12.5 2530.25 pcs.
Partition Windows = 23.27
CHB per sq.m.
sq.m.
Wall External & Internal
9 Mortar for Plastering 2 69.00 2.65 Area = 182.85 sq.m. Area = 182.85 sq.m. 365 cu.m.
Partition
Wall External & Internal
Mortar for Block Laying 2 69.00 3.05 No. of Layer = 16 Area = 110.40 sq.m. 2.76 cu.m.
Partition
Wall External & Internal
Mortar for Core Filling 2 69.00 3.05 Area = 187.18 sq.m. No. of CHB = 2340 7.02 cu.m.
Partition
10 Tile works Tile for Slab on Fill 1 20.00 4 Area = 80 sq.m. Area = 80 sq.m. 80 sq.m.
Mortar for Tiling Tile for Slab on Fill 1 20.00 4 Area = 80 sq.m. Area = 80 sq.m. 8 cu.m.
Tile for Slab of Stair 1 4.55 2 Area = 11.6 sq.m. Area = 11.6 sq.m. 1.16 cu.m.
Top Chord (50mm X 50mm X
11 Roofing Materials 6 - - - 2pcs. of 4.039m. 48.47 m.
5mm. THK.)
Bottom Chord 50mm X 50mm
3.77 kg/m 6 - - - 2pcs. of 2.875m. 34.50 m.
X 5mm. THK.
Vertical Strut 1-50mm X
3.77 kg/m 6 - - - 2pcs. of 0.457m. 5.48 m.
50mm X 5mm. THK.
Vertical Strut 2-50mm X
3.77 kg/m 6 - - - 2pcs. of 0.305m. 3.66 m.
50mm X 5mm. THK.
Vertical Strut 3-50mm X
3.77 kg/m 6 - - - 2pcs. of 0.153m. 1.84 m.
50mm X 5mm. THK.
Diagonal Strut 1-50mm X
3.77 kg/m 6 - - - 2pcs. of 1.006m. 12.07 m.
50mm X 5mm. THK.
Diagonal Strut 2-50mm X
3.77 kg/m 6 - - - 2pcs. of 0.971m. 11.65 m.
50mm X 5mm. THK.
L.C. Purlins 100mm X 50mm
3.35 kg/m 7 - - - 3pcs. of 6m. 126.00 m.
X 15mm X 2mm. THK.
L.C. Purlins 100mm X 50mm
3.35 kg/m 7 - - - 1pcs. of 4.4m. 30.80 m.
X 15mm X 2mm. THK.
L.C. Purlins 100mm X 50mm
3.35 kg/m X 15mm X 2mm. THK. - - - - 10 pcs. of 2.0m. 20.00 m.
Additional
L.C. Purlins 100mm X 50mm
3.35 kg/m X 15mm X 2mm. THK. - - - - 1 pcs. of 11.5m. 11.50 m.
Additional
12mm THK. HARDI SENEPA 1 - - - 22.40m 22.40 m.
Prepainted Spanish Gutter 1 - - - 22.40m 22.40 m.
6mm. THK. Prepainted
1 - - - 22.40m 22.40 m.
Flashing
Prepainted Metal Roofing
Area Add.= 19.125 sq.m. Sheet (RIB TYPE)-(0.8m X 1 - - - 38 pcs. of 3.6m 38 pcs. of 3.6m Area = 90.47 sq.m.
3.6m.)
Area Total = 109.6 sq.m. 1 - - - 38 pcs. of 0.739m 19 pcs. of 1.5m pcs.
Aluminum Composite Panel 2 4.15 - 1.138 Area = 4.72 sq.m. Area = 9.46 sq.m. sq.m.

12 Carpenry Works Carpentry for Columns 6 4.25 0.30 0.30 Area = 5.1 Area = 30.6 sq.m.
Carpentry for Roof Beam 6 4.00 0.35 0.25 Area = 4.8 Area = 28.8 sq.m.
Carpentry for Roof Beam 1 20.00 0.35 0.25 Area = 24 Area = 24 sq.m.
Total 83.4 sq.m.
13 Masonry Painting Masonry 2 74.00 - 2.65 Area = 196.10 sq.m. Area = 392.2 sq.m. sq.m.
Roof Beam 1 20.00 1.20 - Area = 24 sq.m. Area = 24 sq.m. sq.m.
Roof Beam 6 4.00 1.20 - Area = 4.8 sq.m. Area = 28.4 sq.m. sq.m.
Column 6 1.20 - 2.65 Area = 3.18 sq.m. Area = 19.08 sq.m. sq.m.
Area Total = 463.68 sq.m.
***Nothing Fallows***

Prepared By : Checked By : Checked By:

Engr. Marcos P. Pintucan

Civil Engineer Assistant
 Department of Public Works and Highways (DPWH)
Major Renovation of BIR RR3 Regional Office Building
Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Name and Location

DPWH Regional Office No. 02

Tuguegarao City

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 180 C.D.

MARK-UP IN TOTAL MARK-
ESTIMATED DIRECT PERCENT UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT1 TOTAL COST UNIT COST
COST COST
OCM2 PROFIT % VALUE
(9) = (10) (11) (12) (13)
(1) (2) (3) (4) (5) (6) (7) (8)
(5)x(8) 5%[(5)+(9)] (9)+(10) (5)+(11) (12)/(3)

SUMMARY

Page 1 Err:509 Err:509 Err:509 Err:509 Err:509

Page 2 Err:509 Err:509 Err:509 Err:509 Err:509
Page 3 Err:509 #REF! #REF! #REF! Err:509
Page 4 Err:509 #REF! #REF! #REF! #REF!
Page 5 397,013.70 16,320.00 28,933.36 45,253.36 442,267.06

Total Err:509 Err:509 Err:509 Err:509 Err:509

Prepared: Checked by: Reviewed and Submitted by:

#REF! #REF! JAIME P. CATOLOS JR.

#REF! #REF! OIC, Planning & Design Division

Recommended by: Approved:

ALEXANDER D. NOLA, CESO IV MELANIO C. BRIOSOS, CESO IV

Assistant Regional Director Regional Director

1
VAT = Value Added Tax
2
VAT = Overhead, Contingencies and Miscellaneous
DPW-INFR-01-101005
 Department of Public Works and Highways (DPWH)
Major Renovation of BIR RR3 Regional Office Building
Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Name and Location
DPWH Regional Office No. 02
Tuguegarao City

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 180 C.D.

MARK-UP IN TOTAL MARK-

ESTIMATED DIRECT PERCENT UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT1 TOTAL COST UNIT COST
COST COST
OCM2
PROFIT % VALUE

(9) = (10) (11) (12) (13)

(1) (2) (3) (4) (5) (6) (7) (8)
(5)x(8) 5%[(5)+(9)] (9)+(10) (5)+(11) (12)/(3)
A. Civil and Architectural works
Structure Excavation(Exterior Walls, Entrance Canopy,Flagpole
803(1)a 11.00 cu.m. 3,461.82 12% 8% 20% 519.27 278.68 797.95 Err:509 Err:509
Platform)
804(1)a Embankment(from structure excavation) 3.00 cu.m. 97.03 12% 8% 20% 14.55 7.81 22.37 119.40 39.80

Err:509 Err:509
Err:509 Err:509 Err:509 12% 8% 20% Err:509 Err:509 Err:509 Err:509 Err:509

804(4) Gravel Fill

5.00 cu.m. 2,708.19 12% 8% 20% 406.23 218.01 624.24 3,332.43 666.49

Err:509 Err:509
Err:509 Err:509 Err:509 12% 8% 20% 97,874.17 52,525.80 150,399.97 Err:509 Err:509

Err:509 Err:509
Err:509 Err:509 Err:509 12% 8% 20% Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509
Err:509 Err:509 Err:509 12% 8% 20% Err:509 Err:509 Err:509 Err:509 Err:509

Total, Page 1 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Prepared: Checked by: Reviewed and Submitted by:

#REF! #REF! JAIME P. CATOLOS JR.

#REF! #REF! OIC, Planning & Design Division

Recommended by: Approved:

ALEXANDER D. NOLA, CESO IV MELANIO C. BRIOSOS, CESO IV

Assistant Regional Director Regional Director

VAT = Value Added Tax

1

VAT = Overhead, Contingencies and Miscellaneous

2

DPW-INFR-01-101005
 Department of Public Works and Highways (DPWH)
Major Renovation of BIR RR3 Regional Office Building
#REF!
Project Name and Location
DPWH Regional Office No. 02
Tuguegarao City

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 180 C.D.

MARK-UP IN TOTAL MARK- UP
ESTIMATED DIRECT PERCENT TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT1 TOTAL COST UNIT COST
COST COST
OCM2
PROFIT % VALUE
(9) = (10) (11) (12) (13)
(1) (2) (3) (4) (5) (6) (7) (8)
(5)x(8) 5%[(5)+(9)] (9)+(10) (5)+(11) (12)/(3)

A. Civil and Architectural works

Err:509 Err:509
Err:509 Err:509 Err:509 12% 8% 20% Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509
Err:509 Err:509 Err:509 12% 8% 20% Err:509 Err:509 Err:509 Err:509 Err:509

902(1)a Reinforcing Steel (Deformed) Grade 40

780.00 kgs. 42,318.25 12% 8% 20% 6,347.74 3,406.62 9,754.36 Err:509 Err:509

Err:509 Err:509
Err:509 Err:509 Err:509 12% 8% 20% #REF! #REF! #REF! Err:509 Err:509

Err:509 Err:509
Err:509 Err:509 Err:509 12% 8% 20% 165,266.45 49,579.93 214,846.38 Err:509 Err:509
150 mm CHB Non-Load Bearing (including Reinforcing
1046(2)a1
Bar)
1,050.00 sq.m. 955,838.63 12% 8% 20% 143,375.79 76,945.01 220,320.80 1,176,159.43 1,120.15

1003(1)a1 Flat Ceiling

2,587.20 sq.m. 1,747,478.98 12% 8% 20% 262,121.85 140,672.06 402,793.90 Err:509 Err:509

Total, Page 2 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Prepared: Checked by: #REF!

#REF! #REF! JAIME P. CATOLOS JR.

#REF! #REF! OIC, Planning & Design Division

Recommended by: Approved:

ALEXANDER D. NOLA, CESO IV MELANIO C. BRIOSOS, CESO IV

Assistant Regional Director Regional Director

VAT = Value Added Tax

1

VAT = Overhead, Contingencies and Miscellaneous

2

DPW-INFR-01-101005
 Department of Public Works and Highways (DPWH)
Major Renovation of BIR RR3 Regional Office Building
#REF!
Project Name and Location
DPWH Regional Office No. 02
Tuguegarao City

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 180 C.D.

MARK-UP IN TOTAL MARK-
ESTIMATED PERCENT UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT1 TOTAL COST UNIT COST
DIRECT COST COST
OCM2 PROFIT % VALUE
(9) = (10) (11) (12) (13)
(1) (2) (3) (4) (5) (6) (7) (8) (5)x(8) 5%[(5)+(9)] (9)+(10) (5)+(11) (12)/(3)
A. Civil and Architectural works

Err:509 Err:509
Err:509 ### Err:509 12% 8% 20% 339,988.40 101,996.52 441,984.92 Err:509 Err:509
Err:509 Err:509 Err:509 ### Err:509 12% 8% 20% #REF! #REF! #REF! Err:509 Err:509
Err:509 Err:509 Err:509 ### Err:509 0% 8% 8% #REF! #REF! #REF! #REF! #REF!
Err:509 Bricks 70.00 sq.m 102,090.73 12% 8% 20% 17,384.32 11,734.42 29,118.74 Err:509 Err:509
Err:509 Err:509 Err:509 ### Err:509 0% 8% 8% 4,957.20 3,346.11 8,303.31 Err:509 Err:509
Err:509 Water Proofing(4 coats) 2,587.20 sq.m. 758,813.89 12% 8% 20% 24,246.29 13,012.18 37,258.47 Err:509 Err:509
Err:509 Err:509 Err:509 ### Err:509 12% 8% 20% 15,313.61 8,218.30 23,531.91 Err:509 Err:509

Err:509 Err:509
Err:509 ### Err:509 12% 8% 20% 77,863.15 23,358.94 101,222.09 Err:509 Err:509
Err:509 Err:509 Err:509 ### Err:509 12% 8% 20% 349,768.59 187,709.14 537,477.73 Err:509 Err:509
Err:509 Err:509 Err:509 ### Err:509 12% 8% 20% 88,105.01 47,283.02 135,388.03 Err:509 Err:509
Err:509 Err:509 Err:509 ### Err:509 12% 8% 20% 44,024.63 13,207.39 57,232.02 277,355.15 277,355.15

Total, Page 3 Err:509 #REF! #REF! #REF! Err:509 Err:509

Prepared: Checked by: #REF!

#REF! #REF! JAIME P. CATOLOS JR.

#REF! #REF! OIC, Planning & Design Division

Recommended by: Approved:

ALEXANDER D. NOLA, CESO IV MELANIO C. BRIOSOS, CESO IV

Assistant Regional Director Regional Director

1
VAT = Value Added Tax
VAT = Overhead, Contingencies and Miscellaneous
2

DPW-INFR-01-101005
 Department of Public Works and Highways (DPWH)
Major Renovation of BIR RR3 Regional Office Building
#REF!
Project Name and Location
DPWH Regional Office No. 02
Tuguegarao City

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 180 C.D.

MARK-UP IN TOTAL MARK-
ESTIMATED DIRECT PERCENT UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT1 TOTAL COST UNIT COST
COST COST
OCM2
PROFIT % VALUE
(9) = (10) (11) (12) (13)
(1) (2) (3) (4) (5) (6) (7) (8)
(5)x(8) 5%[(5)+(9)] (9)+(10) (5)+(11) (12)/(3)
B. Electrical and Plumbing works
Err:509 Err:509 Err:509 Err:509 Err:509 12% 8% 20% #REF! #REF! #REF! #REF! #REF!
Err:509 Err:509 Err:509 Err:509 Err:509 12% 8% 20% #REF! #REF! #REF! Err:509 Err:509
Err:509 Lighting Fixtures and Lamps 1.00 LS 512,027.58 12% 8% 20% #REF! #REF! #REF! Err:509 Err:509
1103(1) Err:509 Err:509 Err:509 Err:509 12% 8% 20% #REF! #REF! #REF! Err:509 Err:509
Err:509 Err:509 Err:509 Err:509 Err:509 12% 8% 20% 16,388.07 4,916.42 21,304.49 Err:509 Err:509
1014(1)b2 Err:509 Err:509 Err:509 Err:509 12% 8% 20% 24,248.16 7,274.45 31,522.60 Err:509 Err:509
Err:509 Storm drainage and downspout 1.00 LS 45,779.70 12% 8% 20% 70,670.12 21,201.04 91,871.16 Err:509 Err:509

Total, Page 4 Err:509 #REF! #REF! #REF! #REF! #REF!

Prepared: Checked by: #REF!

#REF! #REF! JAIME P. CATOLOS JR.

#REF! #REF! OIC, Planning & Design Division

Recommended by: Approved:

ALEXANDER D. NOLA, CESO IV MELANIO C. BRIOSOS, CESO IV

Assistant Regional Director Regional Director

VAT = Value Added Tax

1

VAT = Overhead, Contingencies and Miscellaneous

2

DPW-INFR-01-101005
 Department of Public Works and Highways (DPWH)
Major Renovation of BIR RR3 Regional Office Building
#REF!
Project Name and Location
DPWH Regional Office No. 02
Tuguegarao City

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 180 C.D.

MARK-UP IN TOTAL MARK- UP
ESTIMATED DIRECT PERCENT TOTAL INDIRECT
ITEM NO. DESCRIPTION QUANTITY UNIT VAT1 TOTAL COST UNIT COST
COST COST
OCM2 PROFIT % VALUE
(9) = (10) (11) (12) (13)
(1) (2) (3) (4) (5) (6) (7) (8)
(5)x(8) 5%[(5)+(9)] (9)+(10) (5)+(11) (12)/(3)
C. Miscellaneous
B.7 Health and Safety Program 5.00 mos. 203,999.99 0% 8% 8% 16,320.00 15,422.40 31,742.40 235,742.39 235,742.39
B.9 Mobilization/ Demobilization 1.00 LS 193,013.71 0% 0% 0% - 13,510.96 13,510.96 206,524.67 206,524.67

397,013.70 16,320.00 28,933.36 45,253.36 442,267.06 442,267.06

Total, Page 5 397,013.70 16,320.00 28,933.36 45,253.36 442,267.06 442,267.06

Prepared: Checked by: #REF!

#REF! #REF! JAIME P. CATOLOS JR.

#REF! #REF! OIC, Planning & Design Division

Recommended by: Approved:

ALEXANDER D. NOLA, CESO IV MELANIO C. BRIOSOS, CESO IV

Assistant Regional Director Regional Director

VAT = Value Added Tax

1

VAT = Overhead, Contingencies and Miscellaneous

2

DPW-INFR-01-101005
 DETAILED ESTIMATES

Project Name : Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 801(1)a Quantity = 1.00

Description : Removal of Actual Structures and Obstruction(Existing Windows)(140 sq.m) Unit = LS

Production Output: 1.00 sq.m./hr sq.m = 140.00

Employ: 1.00 gang
No. of Hours: 140.00 hour(s) Say 140.00 hour(s)
No. of Days: 17.50 day(s)

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Factor ,
Dump truck(12 cu. Yd.) 0.25 2 140.00 1,420.00 99,400.00
Jackhammer 1 2 140.00 150.00 42,000.00
Minor Tools(10% of Labor Cost) 3,038.70

A. SUB-TOTAL , EQUIPMENT P 144,438.70

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

1.00 gang
a. Construction Foreman 1 1 140.00 P 81.30 P 11,382.00
b. Unskilled Labor 3 3 140.00 45.25 19,005.00

B. SUB-TOTAL, LABOR P 30,387.00

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)

C. SUB-TOTAL, MATERIAL P -

SUMMARY
A Equipment P 144,438.70
B Labor 30,387.00
C Materials -
D TOTAL DIRECT COST (A+B+C) 174,825.70
DIRECT UNIT COST D/Quantity 174,825.70

E OCM 7% of D 12,237.80
F PROFIT 8% of D 13,986.06
G VAT 7% (D+E+F) 14,073.47
H Total Cost (D+E+F+G) 215,123.03
I UNIT COST (H/Quantity) P 215,123.03
 DETAILED UNIT PRICE ANALYSIS

Project : Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 801(1)a Quantity = 1.00

Description : Removal of Actual Structures and Obstruction(Existing Windows)(140 sq.m) Unit = LS

Production Output: 1.00 sq.m./hr sq.m = 140.24

Employ: 1.00 gang
No. of Hours: 140.24 hour(s) Say 140.25 hour(s)
No. of Days: 17.53 day(s)

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Factor ,
Dump truck(12 cu. Yd.) 0.25 2 140.25 1,420.00 99,577.50
Jackhammer 1 2 140.25 150.00 42,075.00
Minor Tools(10% of Labor Cost) 2,409.50

A. SUB-TOTAL , EQUIPMENT P 144,062.00

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

1.00 gang
a. Construction Foreman 1 1 140.25 P 81.30 P 11,402.33
b. Unskilled Labor 2 2 140.25 45.25 12,692.63

B. SUB-TOTAL, LABOR P 24,094.96

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)

C. SUB-TOTAL, MATERIAL P -

SUMMARY
A Equipment P 144,062.00
B Labor 24,094.96
C Materials -
D TOTAL DIRECT COST (A+B+C) 168,156.96
DIRECT UNIT COST D/Quantity 168,156.96

E OCM 5% of D 8,407.85
F PROFIT 5% of D 8,407.85
G VAT 7% (D+E+F) 12,948.09
H Total Cost (D+E+F+G) 197,920.75
I UNIT COST (H/Quantity) P 197,920.75
 DETAILED ESTIMATES

Project Name : Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Project Contractor : Four M Builders

Item No. : 801(1)b Quantity = 1.00

Description : Removal of Actual Structures and Obstruction(flagpole)(4 cu.m) Unit = LS

Production Output: 0.50 cu.m./hr cu.m = 4.00

Employ: 1.00 gang
No. of Hours: 8.00 hour(s) Say 8.00 hour(s)
No. of Days: 1.00 day(s)

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Factor ,
Jackhammer 1 2 8.00 150.00 2,400.00
Minor Tools(10% of Labor Cost) 173.64

A. SUB-TOTAL , EQUIPMENT P 2,573.64

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

1.00 gang
a. Construction Foreman 1 1 8.00 P 81.30 P 650.40
b. Unskilled Labor 3 3 8.00 45.25 1,086.00

B. SUB-TOTAL, LABOR P 1,736.40

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)

C. SUB-TOTAL, MATERIAL P -

SUMMARY
A Equipment P 2,573.64
B Labor 1,736.40
C Materials -
D TOTAL DIRECT COST (A+B+C) 4,310.04
DIRECT UNIT COST D/Quantity 4,310.04

E OCM 7% of D 301.70
F PROFIT 8% of D 344.80
G VAT 7% (D+E+F) 346.96
H Total Cost (D+E+F+G) 5,303.51
I UNIT COST (H/Quantity) P 5,303.51
 DETAILED ESTIMATES

Project Name : Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 801(1)c Quantity = 1.00

Description : Removal of Actual Structures and Obstruction(ceilings)(2,587.2 sq.m) Unit = LS

Production Output: 2.50 sq.m./hr sq.m = 2,587.20

Employ: 7.00 gang
No. of Hours: 147.84 hour(s) Say 148.00 hour(s)
No. of Days: 18.48 day(s)

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Factor ,
Minor Tools(10% of Labor Cost) 22,486.38

A. SUB-TOTAL , EQUIPMENT P 22,486.38

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

7.00 gang
a. Construction Foreman 1 7 148.00 P 81.30 P 84,226.80
b. Unskilled Labor 3 21 148.00 45.25 140,637.00

B. SUB-TOTAL, LABOR P 224,863.80

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)

C. SUB-TOTAL, MATERIAL P -

SUMMARY
A Equipment P 22,486.38
B Labor 224,863.80
C Materials -
D TOTAL DIRECT COST (A+B+C) 247,350.18
DIRECT UNIT COST D/Quantity 247,350.18

E OCM 7% of D 17,314.51
F PROFIT 8% of D 19,788.01
G VAT 7% (D+E+F) 19,911.69
H Total Cost (D+E+F+G) 304,364.41
I UNIT COST (H/Quantity) P 304,364.41
 DETAILED ESTIMATES

Project Name : Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 801(1)d Quantity = 1.00

Description : Removal of Actual Structures and Obstruction(Fence)(30 sq.m) Unit = LS

Production Output: 1.50 sq.m./hr sq.m = 30.00

Employ: 1.00 gang
No. of Hours: 20.00 hour(s) Say 20.00 hour(s)
No. of Days: 2.50 day(s)

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Factor ,
Jackhammer 1 2 20.00 150.00 6,000.00
Minor Tools(10% of Labor Cost) 343.60

A. SUB-TOTAL , EQUIPMENT P 6,343.60

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

1.00 gang
a. Construction Foreman 1 1 20.00 P 81.30 P 1,626.00
b. Unskilled Labor 2 2 20.00 45.25 1,810.00

B. SUB-TOTAL, LABOR P 3,436.00

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)

C. SUB-TOTAL, MATERIAL P -

SUMMARY
A Equipment P 6,343.60
B Labor 3,436.00
C Materials -
D TOTAL DIRECT COST (A+B+C) 9,779.60
DIRECT UNIT COST D/Quantity 9,779.60
E OCM 7% of D 684.57
F PROFIT 8% of D 782.37
G VAT 7% (D+E+F) 787.26
H Total Cost (D+E+F+G) 12,033.81
I UNIT COST (H/Quantity) P 12,033.81
 DETAILED ESTIMATES

Project Name : Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 801(1)e Quantity 1.00

Description : Removal and Reinstallation of Lighting Fixtures Unit LS

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools(10% of Labor Cost) 0.1 2,766.72

A. SUB-TOTAL , EQUIPMENT P 2,766.72

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

Electrician 1 1 120.00 81.30 9,756.00

Skilled Laborer 1 1 120.00 58.76 7,051.20
Unskilled Laborer 1 2 120.00 45.25 10,860.00

B. SUB-TOTAL, LABOR P 27,667.20

C. Name and Description Qty Unit Unit Cost Total Cost (Pesos)

C. SUB-TOTAL, MATERIAL P -
SUMMARY:
A Equipment P 2,766.72
B Labor 27,667.20
C Materials -
D TOTAL DIRECT COST (A+B+C) 30,433.92
DIRECT UNIT COST D/Quantity 30,433.92

E OCM 7% of D 2,130.37
PROFIT 8% of D 2,434.71
F VAT 7% (D+E) 2,449.93
G Total Cost (D+E+F) 37,448.94
H UNIT COST (G/Quantity) P 37,448.94
 DETAILED ESTIMATES

Project Name : Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 803(1)a Quantity = 11.00

Description : Structure Excavation(Exterior Walls, Entrance Canopy,Flagpole Platform) Unit = cu.m.

Production Output: 20.00 cu.m./hr

Employing 1 gang
No. of Hours: 0.55 hour(s) Say 0.75 hour(s)
No. of Days: 0.07 day(s)

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Dump Truck 2 0.75 1,420.00 P 2,130.00

Backhoe(0.80 cu.m.) 1 0.75 1,537.00 1,152.75
Minor Tools (10% of Labor) 16.28

A. SUB-TOTAL , EQUIPMENT P 3,299.03

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
gang: 1 gang
Foreman 1 1 0.75 P 81.30 P 60.98
Un-Skilled Labor 3 3 0.75 45.25 101.81

B. SUB-TOTAL, LABOR P 162.79

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)

C. SUB-TOTAL, MATERIAL P -

SUMMARY
A Equipment P 3,299.03
B Labor 162.79
C Materials -
D TOTAL ESTIMATED DIRECT COST (A+B+C) 3,461.82
ESTIMATED DIRECT UNIT COST D/Quantity 314.71

E OCM 7% of D 242.33
F PROFIT 8% of D 276.95
G VAT 7% (D+E+F) 278.68
H Total Cost (D+E+F+G) 4,259.77
I UNIT COST (H/Quantity) P 387.25
 DETAILED ESTIMATES

Project Name : Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 804(1)a Quantity = 3.00

Description : Embankment(from structure excavation) Unit = cu.m.

Production Output: 9.84 cu.m./hr

Employing 2 gang
No. of Hours: 0.15 hour(s) Say 0.25 hour(s)
No. of Days: 0.02 day(s)

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) 8.82

A. SUB-TOTAL , EQUIPMENT P 8.82

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

2 gang
Foreman 1 1 0.25 P 81.30 P 20.33
Un-Skilled Labor 3 6 0.25 45.25 67.88

B. SUB-TOTAL, LABOR P 88.21

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)

C. SUB-TOTAL, MATERIAL P -

SUMMARY
A Equipment P 8.82
B Labor 88.21
C Materials -
D TOTAL ESTIMATED DIRECT COST (A+B+C) 97.03
ESTIMATED DIRECT UNIT COST D/Quantity 32.34

E OCM 7% of D 6.79
F PROFIT 8% of D 7.76
G VAT 7% (D+E+F) 7.81
H Total Cost (D+E+F+G) 119.40
I UNIT COST (H/Quantity) P 39.80
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 804 (1)(b) Quantity = Err:509

Description : Embankment(From Borrow) Unit = cu.m.

Production Output: 9.84 cu.m./hr

Employing 2 gang
No. of Hours: Err:509 hour(s) Say Err:509 hour(s)
No. of Days: Err:509 day(s)

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Plate Compactor (5 hp) 0.75 1 Err:509 Err:509 Err:509

Backhoe (0.80 m3) 0.75 1 Err:509 Err:509 Err:509
Minor Tools (10% of Labor Cost) Err:509

A. SUB-TOTAL , EQUIPMENT P Err:509

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

2 gang
Foreman 1 Err:509 P 81.30 P Err:509
Un-Skilled Labor 3 6 Err:509 45.25 Err:509

B. SUB-TOTAL, LABOR P Err:509

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)

Common Borrow Err:509 cu.m. P 150.00 P Err:509

C. SUB-TOTAL, MATERIAL P Err:509

SUMMARY
A Equipment P Err:509
B Labor Err:509
C Materials Err:509
D TOTAL ESTIMATED DIRECT COST (A+B+C) Err:509
ESTIMATED DIRECT UNIT COST D/Quantity Err:509

E OCM 12% of D Err:509

F PROFIT 8% of D Err:509
G VAT 5% (D+E+F) Err:509
H Total Cost (D+E+F+G) Err:509
I UNIT COST (H/Quantity) P Err:509
 DETAILED ESTIMATES

Project Name : Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 804(1)b Quantity = 6.00

Description : Embankment(from Borrow) Unit = cu.m.

Production Output: 9.84 cu.m./hr

Employing 2 gang
No. of Hours: 0.30 hour(s) Say 0.50 hour(s)
No. of Days: 0.04 day(s)

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Backhoe (0.80 m3) 0.75 2 0.38 1,537.00 1,152.75

Minor Tools (10% of Labor Cost) 17.64

A. SUB-TOTAL , EQUIPMENT P 1,170.39

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

2 gang
Foreman 1 1 0.50 P 81.30 P 40.65
Un-Skilled Labor 3 6 0.50 45.25 135.75

B. SUB-TOTAL, LABOR P 176.40

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)

Common Borrow 1.05 6.00 cu.m. 157.00 989.10

C. SUB-TOTAL, MATERIAL P 989.10

SUMMARY
A Equipment P 1,170.39
B Labor 176.40
C Materials 989.10
D TOTAL ESTIMATED DIRECT COST (A+B+C) 2,335.89
ESTIMATED DIRECT UNIT COST D/Quantity 389.32

E OCM 7% of D 163.51
F PROFIT 8% of D 186.87
G VAT 7% (D+E+F) 188.04
H Total Cost (D+E+F+G) 2,874.31
I UNIT COST (H/Quantity) P 479.05
 DETAILED ESTIMATES

Project Name : Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 804(4) Quantity = 5.00

Description : Gravel Fill Unit = cu.m.

Production Output: 1.200 cu.m./hr

Employing 2 gang
No. of Hours: 2.08 hour(s) Say 2.25 hour(s)
No. of Days: 0.26 day(s)

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) 79.38

A. SUB-TOTAL , EQUIPMENT P 79.38

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

2 gang
Foreman 1 2.25 P 81.30 P 182.93
Un-Skilled Labor 3 6 2.25 45.25 610.88

B. SUB-TOTAL, LABOR P 793.81

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)

Gravel Bedding 5.00 cu.m. P 367.00 P 1,835.00

C. SUB-TOTAL, MATERIAL P 1,835.00

SUMMARY
A Equipment P 79.38
B Labor 793.81
C Materials 1,835.00
D TOTAL ESTIMATED DIRECT COST (A+B+C) 2,708.19
ESTIMATED DIRECT UNIT COST D/Quantity 541.64

E OCM 7% of D 189.57
F PROFIT 8% of D 216.66
G VAT 7% (D+E+F) 218.01
H Total Cost (D+E+F+G) 3,332.43
I UNIT COST (H/Quantity) P 666.49
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 807 (1) Quantity = 1.00

Description : Site Development (Lanscaping) Unit = LS

A Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) 17.64

A. SUB-TOTAL , EQUIPMENT P 17.64

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

Hardener 1 0.50 P 81.30 P 40.65

Un-Skilled Labor 3 6 0.50 45.25 135.75

B. SUB-TOTAL, LABOR P 176.40

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)

Materials to be used 1.00 Ls P 70,000.00 P 70,000.00

C. SUB-TOTAL, MATERIAL P 70,000.00

SUMMARY
A Equipment P 17.64
B Labor 176.40
C Materials 70,000.00
D TOTAL ESTIMATED DIRECT COST (A+B+C) 70,194.04
ESTIMATED DIRECT UNIT COST D/Quantity 70,194.04

E OCM 7% of D 4,913.58
F PROFIT 8% of D 5,615.52
G VAT 7% (D+E+F) 5,650.62
H Total Cost (D+E+F+G) 86,373.77
I UNIT COST (H/Quantity) P 86,373.77
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 900 (1)(c2) Quantity = 150.00

Description : Structural Concrete (Exterior Walls, Counters, Flagpole) Unit = cu.m.

Production Output: 4.00 cu. m/hr

Employing 1 gang
No. of Days: 4.69 days
No. of Hours: 37.50 hour(s) say 37.50 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Concrete Vibrator 1 2 37.50 91.25 6,843.75
Minor Tools (10% of Labor) 1,763.70

A. SUB-TOTAL , EQUIPMENT P 8,607.45

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Factor
1 gang
Foreman 1 1 37.50 P 81.30 P 3,048.75
Skilled Labor 2 2 37.50 58.76 4,407.00
Un-Skilled Labor 6 6 37.50 45.25 10,181.25

B. SUB-TOTAL, LABOR P 17,637.00

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu. m
Ready Mix, Class A 150.00 cu.m P 4,175.00 P 626,250.00

C. SUB-TOTAL, MATERIAL P 626,250.00

SUMMARY
A Equipment P 8,607.45
B Labor 17,637.00
C Materials 626,250.00
D ESTIMATED DIRECT COST (A+B+C) 652,494.45
DIRECT UNIT COST D/Quantity 4,349.96
E OCM 7% of D 45,674.61
F PROFIT 8% of D 52,199.56
G VAT 7% of (D+E+F) 52,525.80
H Total Cost (D+E+F+G) 802,894.42
I UNIT COST (H/Quantity) P 5,352.63
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 901 (1) Quantity = 0.33

Description : Plain/ Lean Concrete Unit = cu.m.

Production Output: 0.357 cu. m/hr

Employing 1 gang
No. of Days: 0.13 days
No. of Hours: 0.92 hour(s) say 1.00 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
One bagger mixer 1 1 1.00 P 172.00 P 172.00
Minor Tools (10% of Labor) 32.95

A. SUB-TOTAL , EQUIPMENT P 204.95

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Factor
1 gang
Foreman 1 1 1.00 P 81.30 P 81.30
Skilled Labor 1 1 1.00 67.22 67.22
Un-Skilled Labor 4 4 1.00 45.25 181.00

B. SUB-TOTAL, LABOR P 329.52

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu. m

Portland Cement 6 2 bags P 250.00 P 500.00

Sand 0.500 0.16 cu. m 510.00 83.84
Gravel 1 0.33 cu. m 570.00 187.42

C. SUB-TOTAL, MATERIAL P 771.26

SUMMARY
A Equipment P 204.95
B Labor 329.52
C Materials 771.26
D ESTIMATED DIRECT COST (A+B+C) 1,305.73
DIRECT UNIT COST D/Quantity 3,971.20

E OCM 12% of D 156.69

F PROFIT 8% of D 104.46

G VAT 5% of (D+E+F) 78.34

H Total Cost (D+E+F+G) 1,645.22
I UNIT COST (H/Quantity) P 5,003.72
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division
Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 900(1)c3 Quantity = Err:509

Description : Structural Concrete Footing Tie Beam Unit = cu.m.
Production Output: 3.720 cu. m/hr
Employing 1 gang
No. of Days: Err:509 days
No. of Hours: Err:509 hour(s) say Err:509 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Pumpcrete 0.27 1 Err:509 P Err:509 P Err:509
Concrete Vibrator 1 2 Err:509 91.25 Err:509
Minor Tools (10% of Labor) Err:509

A. SUB-TOTAL , EQUIPMENT P Err:509

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Factor
1 gang
Foreman 1 1 Err:509 P 81.30 P Err:509
Skilled Labor 2 2 Err:509 58.76 Err:509
Un-Skilled Labor 6 6 Err:509 45.25 Err:509

B. SUB-TOTAL, LABOR P Err:509

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu. m

Ready Mix, Class A Err:509 cu.m 4,175.00 Err:509

C. SUB-TOTAL, MATERIAL P Err:509

SUMMARY
A Equipment P Err:509
B Labor Err:509
C Materials Err:509
D ESTIMATED DIRECT COST (A+B+C) Err:509
DIRECT UNIT COST D/Quantity Err:509

E OCM 12% of D Err:509

F PROFIT 8% of D Err:509

G VAT 5% of (D+E+F) Err:509

H Total Cost (D+E+F+G) Err:509
I UNIT COST (H/Quantity) P Err:509
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 900(1)c4 Quantity = Err:509

Description : Structural Concrete Column Unit = cu. m
Production Output: 3.720 cu. m/hr
Employing 2 gang
No. of Days: Err:509 days
No. of Hours: Err:509 hour(s) say Err:509 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Pumpcrete 0.27 1 Err:509 P Err:509 P Err:509
Concrete Vibrator 1 4 Err:509 91.25 Err:509
Minor Tools (10% of Labor) P Err:509

A. SUB-TOTAL , EQUIPMENT P Err:509

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Factor
2 gang
Foreman 1 1 Err:509 P 81.30 P Err:509
Mason 2 4 Err:509 58.76 Err:509
Un-Skilled Labor 6 12 Err:509 45.25 Err:509

B. SUB-TOTAL, LABOR P Err:509

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu. m

Ready Mix, Class A Err:509 cu.m 4,175.00 Err:509

C. SUB-TOTAL, MATERIAL P Err:509

SUMMARY
A Equipment P Err:509
B Labor Err:509
C Materials Err:509
D ESTIMATED DIRECT COST (A+B+C) Err:509
DIRECT UNIT COST D/Quantity Err:509

E OCM 12% of D Err:509

F PROFIT 8% of D Err:509

G VAT 5% of (D+E+F) Err:509

H Total Cost (D+E+F+G) Err:509
I UNIT COST (H/Quantity) P Err:509
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Item No. : 900(1)c5 Quantity = Err:509
Description : Structural Concrete Suspended Slab Unit = cu.m.

Production Output: 3.72 cu.m/hr

Employing 2 gang
No. of Hours: Err:509 hour(s) say Err:509 hour(s)
No. of Days: Err:509 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Pumpcrete 0.27 1 Err:509 P Err:509 P Err:509
Concrete Vibrator 1 4 Err:509 91.25 Err:509
Minor Tools (10% of Labor Cost) P Err:509
A. SUB-TOTAL , EQUIPMENT P Err:509

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
2 gang
Foreman 1 Err:509 P 81.30 P Err:509
Skilled Labor 2 4 Err:509 58.76 Err:509
Un-Skilled Labor 6 12 Err:509 45.25 Err:509

B. SUB-TOTAL, LABOR P Err:509

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)
Factor/sq.m.

Ready Mix, Class A Err:509 cu.m 4,175.00 Err:509

C. SUB-TOTAL, MATERIAL P Err:509

SUMMARY
A Equipment P Err:509
B Labor Err:509
C Materials Err:509
D TOTAL ESTIMATED DIRECT COS(A+B+C) Err:509
ESTIMATED DIRECT UNIT COST D/Quantity Err:509

E OCM 12% of D Err:509

F PROFIT 8% of D Err:509
G VAT 5% (D+E+F) Err:509
H Total Cost (D+E+F+G) Err:509
I UNIT COST (H/Quantity) P Err:509
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 900(1)c6 Quantity = Err:509

Description : Structural Concrete Beams/Girders Unit = cu.m.

Production Output: 3.72 cu.m/hr

Employing 2 gang
No. of Hours: Err:509 hour(s) say Err:509 hour(s)
No. of Days: Err:509 day(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor

Pumpcrete 0.27 1 Err:509 P Err:509 P Err:509

Concrete Vibrator 1 4 Err:509 91.25 Err:509
Minor Tools (10% of Labor Cost) Err:509
A. SUB-TOTAL , EQUIPMENT P Err:509

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
2 gang
Foreman 1 Err:509 P 81.30 P Err:509
Skilled Labor 2 4 Err:509 58.76 Err:509
Un-Skilled Labor 6 12 Err:509 45.25 Err:509

B. SUB-TOTAL, LABOR P Err:509

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)
Beams Factor/sq.m.

Ready Mix, Class A Err:509 cu.m 4,175.00 Err:509

C. SUB-TOTAL, MATERIAL P Err:509

SUMMARY
A Equipment P Err:509
B Labor Err:509
C Materials Err:509
D TOTAL ESTIMATED DIRECT COST (A+B+C) Err:509
ESTIMATED DIRECT UNIT COST D/Quantity Err:509

E OCM 12% of D Err:509

F PROFIT 8% of D Err:509
G VAT 5% (D+E+F) Err:509
H Total Cost (D+E+F+G) Err:509
I UNIT COST (H/Quantity) P Err:509
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 900 (1)(c3) Quantity = 70.00

Description : Structural Concrete (Windows Canopy and Entrance Canopy) Unit = cu.m.

Production Output: 3.72 cu. m/hr

Employing 1 gang
No. of Days: 2.38 days
No. of Hours: 18.82 hour(s) say 19.00 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Concrete Vibrator 1 2 19.00 91.25 3,467.50
Minor Tools (10% of Labor) 893.61

A. SUB-TOTAL , EQUIPMENT P 4,361.11

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Factor
1 gang
Foreman 1 1 19.00 P 81.30 P 1,544.70
Skilled Labor 2 2 19.00 58.76 2,232.88
Un-Skilled Labor 6 6 19.00 45.25 5,158.50

B. SUB-TOTAL, LABOR P 8,936.08

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu. m
Ready Mix, Class A, 70.00 cu.m P 4,175.00 P 292,250.00

C. SUB-TOTAL, MATERIAL P 292,250.00

SUMMARY
A Equipment P 4,361.11
B Labor 8,936.08
C Materials 292,250.00
D ESTIMATED DIRECT COST (A+B+C) 305,547.19
DIRECT UNIT COST D/Quantity 4,364.96

E OCM 7% of D 21,388.30
F PROFIT 8% of D 24,443.78
G VAT 7% of (D+E+F) 24,596.55
H Total Cost (D+E+F+G) 375,975.81
I UNIT COST (H/Quantity) P 5,371.08
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 902(1)a Quantity = 780.00

Description : Reinforcing Steel (Deformed) Grade 40 Unit = kgs.
Production Output: 129.09 kg/hr
Employing 2 gang
No. of Days: 0.41 days
No. of Hours: 3.02 hour(s) say 3.25 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor

Bar Cutter,Single Phase 0.5 2 1.63 219.75 714.19

Bar Bender 0.5 2 1.63 351.50 1,142.38
Minor Tools (10% of Labor Cost) 246.98

A. SUB-TOTAL , EQUIPMENT P 2,103.55

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

Foreman 1 1 3.25 P 81.30 P 264.23

Steelman 3 6 3.25 58.76 1,145.82
Unskilled Laborer 12 24 3.25 45.25 3,529.50

B. SUB-TOTAL, LABOR P 4,939.55

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor
Grade 40 Deformed RSB 1.05 819.00 kgs P 40.00 P 32,760.00
#16 Galvanized Iron Wire 0.015 12.29 kgs 68.00 835.38
consumables (5% of Material cost) 1,679.77

C. SUB-TOTAL, MATERIAL P 35,275.15

SUMMARY
A Equipment P 2,103.55
B Labor 4,939.55
C Materials 35,275.15
D ESTIMATED DIRECT COST (A+B+C) 42,318.25
DIRECT UNIT COST D/Quantity 54.25

E OCM 7% of D 2,962.28
F PROFIT 8% of D 3,385.46
G VAT 7% of (D+E+F) 3,406.62
H Total Cost (D+E+F+G) 52,072.60
I UNIT COST (H/Quantity) P 66.76
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 902(1)b Quantity = 473.70

Description : Reinforcing Steel (Deformed) Grade 60 Unit = kgs.
Production Output: 129.09 kg/hr
Employing 2 gang
No. of Days: 0.25 days
No. of Hours: 1.83 hour(s) say 2.00 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor

Bar Cutter,Single Phase 0.5 2 1.00 219.75 439.50

Bar Bender 0.5 2 1.00 351.50 703.00
Minor Tools (10% of Labor Cost) 151.99

A. SUB-TOTAL , EQUIPMENT P 1,294.49

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

2 gang
Foreman 1 1 2.00 P 81.30 P 162.60
Steelman 3 6 2.00 58.76 705.12
Unskilled Laborer 12 24 2.00 45.25 2,172.00

B. SUB-TOTAL, LABOR P 3,039.72

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor

Grade 40 Deformed RSB 1.00 473.70 kgs P 43.00 P 20,369.10

#16 Galvanized Iron Wire 0.015 7.11 kgs 68.00 483.17
consumables (5% of Material cost) 1,042.61

C. SUB-TOTAL, MATERIAL P 21,894.89

SUMMARY
A Equipment P 1,294.49
B Labor 3,039.72
C Materials 21,894.89
D ESTIMATED DIRECT COST (A+B+C) 26,229.09
DIRECT UNIT COST D/Quantity 55.37

E OCM 7% of D 1,836.04
F PROFIT 8% of D 2,098.33
G VAT 7% of (D+E+F) 2,111.44
H Total Cost (D+E+F+G) 32,274.90
I UNIT COST (H/Quantity) P 68.13
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders
Item No. : 903(2) Quantity = 1,500.00
Description : Formworks and Falseworks Unit = sq.m

Production Output: 4.5 sq.m/hr

Employing 2 gang
No. of Hours: 166.67 hour(s) say 166.75 hour(s)
No. of Days: 20.83 day(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Days Daily Rate Total Cost (Pesos)
AREA= 1500.00 RENTALS
a. H-Frame 1.7 m x 1.2m, set 293.00 20.83 6.08 37,114.08
2 pcs H-frames
4 pcs diagonal cross braces
4 pcs horizontal braces
8 pcs joint pins
b. Shoring Jack, 3.8 m full extension 450.00 20.83 4.50 42,188.34
c. Adjustable U-head Jack, 0.6m 585.00 20.83 0.85 10,359.58
d. Adjustable Base Jack, 0.6m 585.00 20.83 0.85 10,359.58
e. 1-1/2" GI Pipe x 6.0 m 450.00 20.83 2.50 23,437.97
f. 1-1/2" GI Pipe x 3.0 m 117.00 20.83 1.25 3,046.94
g. 1-1/2" GI Pipe x 4.0 m 234.00 20.83 1.75 8,531.42
h. 1-1/2" GI Pipe x 1.0 m 1,581.00 20.83 0.50 16,469.08
i. Tie Rod x 0.60m 2,034.00 20.83 1.00 42,375.85
j. Round Wing Nut 4,080.00 20.83 0.15 12,750.26

A. SUB-TOTAL , EQUIPMENT P 206,633.09

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
2 gang
Foreman 1 1 166.75 P 81.30 P 13,556.78
Skilled Labor 4 8 166.75 58.76 78,385.84
Un-Skilled Labor 6 12 166.75 45.25 90,545.25

Foreman 1 2 93.38 81.30 15,183.59

Un-Skilled Labor 6 12 93.38 45.25 50,705.34

B. SUB-TOTAL, LABOR P 248,376.80

C. Material Name and Description Qty Unit Unit Cost Total Cost (Pesos)

Good Lumber (4uses) 4.727 7,090.50 bd.ft. 52.00 122,902.00

Phenolic Board(1.2x2.4x.019)-4 uses 0.347 521.00 pcs 1,450.00 188,862.50

C. SUB-TOTAL, MATERIAL P 311,764.50

SUMMARY
A Equipment P 206,633.09
B Labor 248,376.80
C Materials 311,764.50
D TOTAL ESTIMATED DIRECT COST (A+B+C) 766,774.39
ESTIMATED DIRECT UNIT COST D/Quantity 511.18

E OCM 7% of D 53,674.21
F PROFIT 8% of D 61,341.95
G VAT 7% (D+E+F) 61,725.34
H Total Cost (D+E+F+G) 943,515.89
I UNIT COST (H/Quantity) P 629.01
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders
Item No. : 1000(1) Quantity = 5.00
Description : Termite Control Works Unit = liters

Production Output: 5.4 lit./hr.

Employing 1 gang
No. of days : 0.93 hrs. Say 1.00 hrs.
No. of Hours : 0.12 days

A Name and Capacity of Equipment (Operated) Factor No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 23.06

A. SUB-TOTAL , EQUIPMENT P 23.06

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 GANG
Foreman 1 1.00 P 81.30 P 81.30
Mason 1 1 1.00 58.76 58.76
Un-Skilled Labor 2 2 1.00 45.25 90.50

B. SUB-TOTAL, LABOR P 230.56

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Solignum 5.00 liters 300.00 1,500.00

C. SUB-TOTAL, MATERIAL P 1,500.00

SUMMARY:
A Equipment P 23.06
B Labor 230.56
C Materials 1,500.00
D TOTAL ESTIMATED DIRECT CO (A+B+C) 1,753.62
ESTIMATED DIRECT UNIT COSTD/Quantity 350.72
E OCM 7% of D 122.75
F PROFIT 8% of D 140.29
G VAT 7% (D+E) 141.17
H Total Cost (D+E+F) 2,157.82
I UNIT COST (G/Quantity) P 431.56
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1046(2)a1 Quantity = 1,405.72

Description : 100mm CHB Non-Load Bearing(including Reinforcing Bar) Unit = sq.m.

Production Output: 3.825 sq.m../hr.

Employing 2 gang
No. of days : 183.75 hrs. Say 183.75 hrs.
No. of Hours : 22.97 days

A Name and Capacity of Equipment (Operated) Factor No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 10,801.56

One Bagger Mixer 1 2 183.75 172.00 63,210.00

A. SUB-TOTAL , EQUIPMENT P 74,011.56

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
2 GANG
Foreman 1 183.75 P 81.30 P 14,938.88
Mason 2 4 183.75 58.76 43,188.60
Un-Skilled Labor 3 6 183.75 45.25 49,888.13

B. SUB-TOTAL, LABOR P 108,015.61

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Portland Cement 0.525 739.00 bags P 250.00 P 184,750.00
Washed Sand 0.04375 62.00 cu.m. 510.00 31,620.00
CHB 4"X 6"X 16" 13 19189.00 pcs 12.00 230,268.00
pcs. 10mm dia. X 6.0m 3.24 4554.54 kgs 40.00 182,181.64
#16 GI Tie Wire 0.05 227.73 kgs 68.00 15,485.44

C. SUB-TOTAL, MATERIAL P 644,305.08

SUMMARY:
A Equipment P 74,011.56
B Labor 108,015.61
C Materials 644,305.08
D TOTAL ESTIMATED DIRECT COS(A+B+C) 826,332.25
ESTIMATED DIRECT UNIT COST D/Quantity 587.83

E OCM 12% of D 99,159.87

F PROFIT 8% of D 66,106.58
G VAT 5% (D+E) 49,579.93
H Total Cost (D+E+F) 1,041,178.63
I UNIT COST (G/Quantity) P 740.67

Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division
Planning & Design
Division
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders
Item No. : 1046(2)a1 Quantity = 1,050.00
Description : 150 mm CHB Non-Load Bearing (including Reinforcing Bar) Unit = sq.m.

Production Output: 3.18 sq.m../hr.

Employing 2 gang
No. of days : 165.09 hrs. Say 165.25 hrs.
No. of Hours : 20.64 days

A Name and Capacity of Equipment (Operated) Factor No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 9,714.06

One Bagger Mixer 2 165.25 172.00 56,846.00

A. SUB-TOTAL , EQUIPMENT P 66,560.06

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
2 GANG
Foreman 1 1 165.25 P 81.30 P 13,434.83
Mason 2 4 165.25 58.76 38,840.36
Un-Skilled Labor 3 6 165.25 45.25 44,865.38

B. SUB-TOTAL, LABOR P 97,140.57

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Portland Cement 1.5 1,575.00 bags P 250.00 P 393,750.00
Washed Sand 0.04 42.00 cu.m. 510.00 21,420.00
CHB 6"X 8"X 16" 13 14,333.00 pcs 16.00 229,328.00
10mm dia. X 6.0m 3.24 3,402.00 kgs 40.00 136,080.00
#16 GI Tie Wire 0.05 170.00 kgs 68.00 11,560.00

C. SUB-TOTAL, MATERIAL P 792,138.00

SUMMARY:
A Equipment P 66,560.06
B Labor 97,140.57
C Materials 792,138.00
D TOTAL ESTIMATED DIRECT CO (A+B+C) 955,838.63
ESTIMATED DIRECT UNIT COSTD/Quantity 910.32

E OCM 7% of D 66,908.70
F PROFIT 8% of D 76,467.09
G VAT 7% (D+E) 76,945.01
H Total Cost (D+E+F) 1,176,159.43
I UNIT COST (G/Quantity) P 1,120.15
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 1007(2) Quantity = 1.00

Description : Aluminum Framed Glass Door with 6mm tempered glass Unit = LS

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

A. SUB-TOTAL , EQUIPMENT P -

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
gang

B. SUB-TOTAL, LABOR P -

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

(Unit cost includes installation cost)

sets
D-1 1.00 8.00 sq.m. P 10,500.00 P 84,000.00
(complete with hardware accessories, insulation and lockset)
D2 3.00 11.52 sq.m. 10,500.00 362,880.00

C. SUB-TOTAL, MATERIAL P 446,880.00

SUMMARY
A Equipment P -
B Labor -
C Materials 446,880.00
D TOTAL ESTIMATED DIRECT CO(A+B+C) 446,880.00
ESTIMATED DIRECT UNIT COSTD/Quantity 446,880.00

E OCM 7% of D 31,281.60
F PROFIT 8% of D 35,750.40
G VAT 7% (D+E+F) 35,973.84
H Total Cost (D+E+F+G) 549,885.84
I UNIT COST (H/Quantity) P 549,885.84
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1008(2) Quantity = 70.00

Description : Aluminum Glass Windows Unit = LS
Production Output:
Employing
No. of Days:
No. of Hours:
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

P -

A. SUB-TOTAL , EQUIPMENT P -

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
gang

B. SUB-TOTAL, LABOR P -

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

(Note: Unit cost icludes installation cost)

sets
W-1 (6mm thick tempered tinted glass casement & fixed window on a mullion
type aluminum framing system in powder coated finish complete with 6 68.04 sq.m. 12,500.00 850,500.00
hardware & accessories)
W-1a (6mm thick tempered tinted glass casement, awning & fixed window on
a mullion type aluminum framing system in powder coated finish complete 6 52.92 sq.m. 12,500.00 661,500.00
with hardware & accessories)

W-1b (6mm thick tempered tinted glass awning & fixed window on a mullion
type aluminum framing system in powder coated finish complete with 2 22.68 sq.m. 11,500.00 260,820.00
hardware & accessories)

W-1c (6mm thick tempered tinted glass awning & fixed window on a mullion
type aluminum framing system in powder coated finish complete with 4 6.30 sq.m. 11,500.00 72,450.00
hardware & accessories)
W-2 (6mm thick tempered tinted glass casement & fixed window on a mullion
type aluminum framing system in powder coated finish complete with 6 34.65 sq.m. 12,500.00 433,125.00
hardware & accessories)

W-3 (6mm thick tempered tinted glass casement & fixed window on a mullion
type aluminum framing system in powder coated finish complete with 16 80.64 sq.m. 12,500.00 1,008,000.00
hardware & accessories)
W-4 (6mm thick reflective tinted glass fixed window on a mullion type
aluminum framing system in powder coated finish complete with hardware & 8 14.40 sq.m. 4,825.00 69,480.00
accessories)

W-5 (6mm thick reflective tinted glass awning window on a mullion type
aluminum framing system in powder coated finish complete with hardware & 4 7.20 sq.m. 4,825.00 34,740.00
accessories) P P
W-6 (6mm thick reflective tinted glass awning window on a mullion type
aluminum framing system in powder coated finish complete with hardware & 4 3.60 sq.m. 4,825.00 17,370.00
accessories)
W-7 (6mm thick reflective tinted glass awning window on a mullion type
aluminum framing system in powder coated finish complete with hardware & 16 7.68 sq.m. 4,825.00 37,056.00
accessories)

C. SUB-TOTAL, MATERIAL P 3,445,041.00

SUMMARY
A Equipment P -
B Labor -
C Materials 3,445,041.00
D TOTAL ESTIMATED DIRECT COS(A+B+C) 3,445,041.00
ESTIMATED DIRECT UNIT COST D/Quantity 3,445,041.00

E OCM 0% of D -
F PROFIT 8% of D 275,603.28
G VAT 5% (D+E+F) 186,032.21
H Total Cost (D+E+F+G) 3,906,676.49
I UNIT COST (H/Quantity) P 3,906,676.49
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
 Planning & Design Division
Planning & Design
Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1010(4) Quantity = 1.00

Description : Wooden Doors And Windows Unit = LS

Production Output: sq.m./hr.

Employing gang with 1 skilled Labor and 1 unskilled labor for every gang
No. of days : hrs. Say - hrs.
No. of Hours : days

A Name and Capacity of Equipment (Operated) Factor No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P -

A. SUB-TOTAL , EQUIPMENT P -

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
gang
Foreman
Carpenter
Unskilled Labor

B. SUB-TOTAL, LABOR P -

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu.m.
(Note: Unit cost includes door accessories and door jamb)
D-2 (SEE SCHEDULE OF DOORS AND WINDOWS) 15.12 sq.m. 5,200.00 ### 78,624.00
-
D-3 (SEE SCHEDULE OF DOORS AND WINDOWS) 1.89 sq.m. 5,200.00 9,828.00
-
D-5 (SEE SCHEDULE OF DOORS AND WINDOWS) 17.01 sq.m. 5,200.00 88,452.00
-
Door Signage 1 8.00 pcs 500.00 4,000.00
Door Signage 2 1.00 pcs 1,000.00 1,000.00
Door Kickplate 9.00 pcs 1,000.00 9,000.00
-
Wooden Louvered Toilet Cubicle door (700x1500mm) 12.00 sets 2,200.00 26,400.00

C. SUB-TOTAL, MATERIAL P 217,304.00

SUMMARY:
A Equipment P -
B Labor -
C Materials 217,304.00
D TOTAL ESTIMATED DIRECT COST (A+B+C) 217,304.00
ESTIMATED DIRECT UNIT COST D/Quantity 217,304.00

E OCM 0% of D -
F PROFIT 8% of D 17,384.32
G VAT 5% (D+E) 11,734.42
H Total Cost (D+E+F) 246,422.74
I UNIT COST (G/Quantity) P 246,422.74
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division
Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1011(2) Quantity = 1.00

Description : Roll-Up Doors Unit = LS

Production Output:
Employing
No. of days : 0
No. of Hours :

A Name and Capacity of Equipment (Operated) Factor No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

P -

A. SUB-TOTAL , EQUIPMENT P -

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
0 gang

B. SUB-TOTAL, LABOR P -

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu.m.
(Unit Cost includes intallation cost)
Aluminum Roll-Up Door 4.00 sets 35,100.00### 140,400.00

C. SUB-TOTAL, MATERIAL P 140,400.00

SUMMARY:
A Equipment P -
B Labor -
C Materials 140,400.00
D TOTAL ESTIMATED DIRECT COST (A+B+C) 140,400.00
ESTIMATED DIRECT UNIT COST D/Quantity 140,400.00

E OCM 0% of D -
F PROFIT 8% of D 11,232.00
G VAT 5% (D+E) 7,581.60
H Total Cost (D+E+F) 159,213.60
I UNIT COST (G/Quantity) P 159,213.60
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Project Contractor: Four M Builders

Item No. : 1007(3) Quantity = 1.00

Description : Fire Exit Doors Unit = LS

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

P -

A. SUB-TOTAL , EQUIPMENT P -

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
gang

B. SUB-TOTAL, LABOR P -

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

(Unit cost includes installation cost)

sets
Fire Exit Door with Panic Bar 3.00 9.45 sq.m. P 5,000.00 P 47,250.00
(complete with hardware accessories, insulation and lockset)

C. SUB-TOTAL, MATERIAL P 47,250.00

SUMMARY
A Equipment P -
B Labor -
C Materials 47,250.00
D TOTAL ESTIMATED DIRECT COS(A+B+C) 47,250.00
ESTIMATED DIRECT UNIT COST D/Quantity 47,250.00

E OCM 7% of D 3,307.50
F PROFIT 8% of D 3,780.00
G VAT 7% (D+E+F) 3,803.63
H Total Cost (D+E+F+G) 58,141.13
I UNIT COST (H/Quantity) P 58,141.13
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Project Contractor: Four M Builders
Item No. : 1011(1)b Quantity = 1.00
Description : Roll-Up Doors(Aluminum) Unit = LS

Production Output:
Employing
No. of days :
No. of Hours :

A Name and Capacity of Equipment (Operated) Factor No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

P -

A. SUB-TOTAL , EQUIPMENT P -

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
0 gang

B. SUB-TOTAL, LABOR P -

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu.m.
(Unit cost includes installation cost)
Roll Up Door 1 2 sets 16.00 sq.m. 2,800.00 ### 44,788.80
Roll Up Door 2 2 sets 8.00 sq.m. 2,800.00 22,400.00

C. SUB-TOTAL, MATERIAL P 67,188.80

SUMMARY:
A Equipment P -
B Labor -
C Materials 67,188.80
D TOTAL ESTIMATED DIRECT COST (A+B+C) 67,188.80
ESTIMATED DIRECT UNIT COST D/Quantity 67,188.80

E OCM 7% of D 4,703.22
F PROFIT 8% of D 5,375.10
G VAT 7% (D+E) 5,408.70
H Total Cost (D+E+F) 82,675.82
I UNIT COST (G/Quantity) P 82,675.82
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Project Contractor: Four M Builders
Item No. : 1005 (5) Quantity = 1.00
Description : Steel Window Casement w/ Blue Tempered Glass -6mm thick Unit = LS

A Name and Capacity of Equipment (Operated) Factor No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

P -

A. SUB-TOTAL , EQUIPMENT P -

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
0 gang

B. SUB-TOTAL, LABOR P -

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu.m.
Area
2.1 Window 1 78 sets 1.05 163.80 sq.m. 10,500.00 1,805,895.00
0.9 Window 2 59 sets 53.10 sq.m. 10,500.00 585,427.50
1.05
1.2 Window 3 16 Sets 1.05 19.20 sq.m. 10,500.00 211,680.00
0.3 Window 4 22 Sets 1.05 6.60 sq.m. 10,500.00 72,765.00
1.4 Window 5 2 sets 1.05 2.80 sq.m. 10,500.00 30,870.00

C. SUB-TOTAL, MATERIAL P 2,706,637.50

SUMMARY:
A Equipment P -
B Labor -
C Materials 2,706,637.50
D TOTAL ESTIMATED DIRECT COST (A+B+C) 2,706,637.50
ESTIMATED DIRECT UNIT COST D/Quantity 2,706,637.50

E OCM 0% of D -
F PROFIT 8% of D 216,531.00
G VAT 7% (D+E) 204,621.80
H Total Cost (D+E+F) 3,127,790.30
I UNIT COST (G/Quantity) P 3,127,790.30
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders
Item No. : 605.00 Quantity = 1.00
Description : Signages(Pylon and BIR Signages) Unit = LS

A Name and Capacity of Equipment (Operated) Factor No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

A. SUB-TOTAL , EQUIPMENT P -

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
0 gang

B. SUB-TOTAL, LABOR P -

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu.m.
Repair of Pylon Signage 1.00 LS 40,000.00 ### 40,000.00
BIR Signage 1.00 LS 100,000.00 100,000.00
-

C. SUB-TOTAL, MATERIAL P 140,000.00

SUMMARY:
A Equipment P -
B Labor -
C Materials 140,000.00
D TOTAL ESTIMATED DIRECT COST (A+B+C) 140,000.00
ESTIMATED DIRECT UNIT COST D/Quantity 140,000.00

E OCM 0% of D -
F PROFIT 8% of D 11,200.00
G VAT 7% (D+E) 10,584.00
H Total Cost (D+E+F) 161,784.00
I UNIT COST (G/Quantity) P 161,784.00
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders
Item No. : 1027(1) Quantity = 1,050.00
Description : Cement Plaster Finish Unit = sq.m.

Production Output: 7.125 sq.m./hr.

Employing 4 gang
No. of Hours: 36.84 hrs. Say 37.00 hrs.
No. of Days: 4.61 day(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor

Minor Tools (10% of Labor Cost) P 4,718.91

A. SUB-TOTAL , EQUIPMENT P 4,718.91

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
4 gang
Foreman 1 1 37.00 P 81.30 P 3,008.10
Skilled Labor 2 8 37.00 58.76 17,392.96
Unskilled Labor 4 16 37.00 45.25 26,788.00

B. SUB-TOTAL, LABOR P 47,189.06

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu.m.
3/4"x12' Aluminum Moulding Strip 10 pcs 850.00 8,500.00
Portland Cement 0.33 347.00 bags P 250.00 P 86,750.00
Washed Sand 0.027 28.40 cu.m. 510.00 14,484.00

C. SUB-TOTAL, MATERIAL P 109,734.00

SUMMARY
A Equipment P 4,718.91
B Labor 47,189.06
C Materials 109,734.00
D TOTAL ESTIMATED DIRECT COS(A+B+C) 161,641.97
DIRECT UNIT COST D/Quantity 153.94

E OCM 7% of D 11,314.94
F Profit 8% of D 12,931.36
G VAT 7% (D+E+F) 13,012.18
H Total Cost (D+E+F+G) 198,900.44
I UNIT COST (H/Quantity) P 189.43
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1051(6) Quantity = 1.00

Description : Railing Unit = LS

Production Output: 6.255 lin.m. per hour

Employing 1 gang 708.00
No. of Hours: 113.19 hour(s) Say 113.25 hour(s) lin.m
No. of Days: 14.16 days

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Welding Machine (50 Amp) 0.75 1 84.94 P 539.00 P 45,781.31

Cutting Outfit 0.25 1 28.31 45.45 1,286.80
Minor Tools (10% of Labor) 2,611.09

A. SUB-TOTAL , EQUIPMENT P 49,679.21

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 113.25 P 81.30 P 9,207.23
Welder 1 1 113.25 58.76 6,654.57
Un-Skilled Labor 2 2 113.25 45.25 10,249.13

B. SUB-TOTAL, LABOR P 26,110.93

C. Name and Description Qty Unit Unit Cost Total Cost (Pesos)

50mm dia. Stainless Steel Stair Railing 24.00 pcs 1,850.00 44,400.00

38mm Stainless Steel Stair and Ramp Railing 28.00 pcs 1,650.00 46,200.00

150mmx1800mm Wood Plank Ledges/ Rails 220.00 pcs 213.00 46,860.00

(with wood water proofing treatment)
Consumables (5% of MC) 6,873.00

C. SUB-TOTAL, MATERIAL P 144,333.00

SUMMARY:
A Equipment P 49,679.21
B Labor 26,110.93
C Materials 144,333.00
D TOTAL ESTIMATED DIRECT COST (A+B+C) 220,123.14
ESTIMATED DIRECT UNIT COST D/Quantity 220,123.14

E OCM 12% of D 26,414.78

F PROFIT 8% of D 17,609.85
G VAT 5% (D+E+F) 13,207.39
H Total Cost (D+E+F+G) 277,355.15
I UNIT COST (H/Quantity) P 277,355.15
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 1003(1)a1 Quantity = 2,587.20

Description : Flat Ceiling Unit = sq. m
Production Output: 1.243 sq. m/hr
Employing 2 gang
No. of Days: 32.53 days
No. of Hours: 260.18 hour(s) say hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 9,884.82

A. SUB-TOTAL , EQUIPMENT P 9,884.82

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

2 gang
Foreman 1 1 260.25 P 81.30 P 21,158.33
Carpenter 1 2 260.25 58.76 30,584.58
Unskilled Laborer 2 4 260.25 45.25 47,105.25

B. SUB-TOTAL, LABOR P 98,848.16

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

4.5mm thick-4' x 8' Fiber Cement Board 0.365 945 pcs P 397.50 P 375,637.50
Metal Furring 1.131 2,927 pcs 150.00 439,050.00
Carrying Channels 0.357 924 pcs 130.00 120,120.00
Hanger Bars/ Rods 1 2,588 pcs 100.00 258,800.00
Channel Clip 6 15,524 pcs 20.00 310,480.00
Wall Angle 0.238 616 pcs 80.00 49,280.00
rivets 14 36,221 pcs 1.50 54,331.50
1" metals screw 4 10,349 pcs 3.00 31,047.00

C. SUB-TOTAL, MATERIAL P 1,638,746.00

SUMMARY
A Equipment P 9,884.82
B Labor 98,848.16
C Materials 1,638,746.00
D TOTAL DIRECT COST (A+B+C) 1,747,478.98
DIRECT UNIT COST D/Quantity 675.43

E OCM 7% of D 122,323.53
F Profit 8% of D 139,798.32
G VAT 7% (D+E+F) 140,672.06
H Total Cost (D+E+F+G) 2,150,272.88
I UNIT COST (H/Quantity) P 831.12
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 1003(1)a2 Quantity = 400.00

Description : Recessed and Drop Ceiling Unit = sq. m
Production Output: 1.243 sq. m/hr
Employing 1 gang
No. of Days: 10.06 days
No. of Hours: 80.45 hour(s) say hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 1,856.01

A. SUB-TOTAL , EQUIPMENT P 1,856.01

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

1 gang
Foreman 1 1 80.50 P 81.30 P 6,544.65
Carpenter 1 1 80.50 58.76 4,730.18
Unskilled Laborer 2 2 80.50 45.25 7,285.25

B. SUB-TOTAL, LABOR P 18,560.08

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

4.5mm thick-4' x 8' Fiber Cement Board 0.365 146 pcs P 397.50 P 58,035.00
Good Lumber 1.131 453 pcs 150.00 67,950.00
Carrying Channels 0.357 143 pcs 130.00 18,590.00
Hanger Bars/ Rods 1 400 pcs 100.00 40,000.00
Channel Clip 6 2,400 pcs 20.00 48,000.00
Wall Angle 0.238 96 pcs 80.00 7,680.00
rivets 14 5,600 pcs 1.50 8,400.00
1" metals screw 4 1,600 pcs 3.00 4,800.00

C. SUB-TOTAL, MATERIAL P 253,455.00

SUMMARY
A Equipment P 1,856.01
B Labor 18,560.08
C Materials 253,455.00
D TOTAL DIRECT COST (A+B+C) 273,871.09
DIRECT UNIT COST D/Quantity 684.68
E OCM 7% of D 19,170.98
F Profit 8% of D 21,909.69
G VAT 7% (D+E+F) 22,046.62
H Total Cost (D+E+F+G) 336,998.37
I UNIT COST (H/Quantity) P 842.50
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 1038(1) Quantity = 2,587.20

Description : Reflective Insulation Unit = sq. m
Production Output: 5.560 sq. m/hr
Employing 1 gang
No. of Days: 14.56 days
No. of Hours: 116.33 hour(s) say hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 2,686.02

A. SUB-TOTAL , EQUIPMENT P 2,686.02

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

1 gang
Foreman 1 1 116.50 P 81.30 P 9,471.45
Skilled Labor 1 1 116.50 58.76 6,845.54
Unskilled Laborer 2 2 116.50 45.25 10,543.25

B. SUB-TOTAL, LABOR P 26,860.24

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Reflective Insulation, 10mm thick 2,587.20 sq.m P 150.00 P 388,080.00

Consumables (5% of MC) 19,404.00

C. SUB-TOTAL, MATERIAL P 407,484.00

SUMMARY
A Equipment P 2,686.02
B Labor 26,860.24
C Materials 407,484.00
D TOTAL DIRECT COST (A+B+C) 437,030.26
DIRECT UNIT COST D/Quantity 168.92

E OCM 7% of D 30,592.12
F Profit 8% of D 34,962.42

G VAT 7% (D+E+F) 35,180.94

H Total Cost (D+E+F+G) 537,765.74
I UNIT COST (H/Quantity) P 207.86
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1035 (1) Quantity = 255.60

Description : Furring Channel Unit = lin.m
(For Aluminum Composite Panel)
Production Output: 3.600 lin.m/hr
Employing 1 gang
No. of Days: 2.22 days
No. of Hours: 17.75 hour(s) say hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 409.25

A. SUB-TOTAL , EQUIPMENT P 409.25

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

1 gang
Foreman 1 1 17.75 P 81.30 P 1,443.08
Carpenter 1 1 17.75 58.76 1,042.99
Unskilled Laborer 2 2 17.75 45.25 1,606.38

B. SUB-TOTAL, LABOR P 4,092.45

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Metal Furring Channel 71 pcs P 150.00 P 10,650.00

Rivets 4 1,022 pcs 3.00 3,067.20

C. SUB-TOTAL, MATERIAL P 13,717.20

SUMMARY
A Equipment P 409.25
B Labor 4,092.45
C Materials 13,717.20
D TOTAL DIRECT COST (A+B+C) 18,218.90
DIRECT UNIT COST D/Quantity 71.28

E OCM 12% of D 2,186.27

F Profit 8% of D 1,457.51

G VAT 5% (D+E+F) 1,093.13

H Total Cost (D+E+F+G) 22,955.81
I UNIT COST (H/Quantity) P 89.81
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1039(1) Quantity = 155.38

Description : Aluminum Cladding (4mm thick Aluminum Composite Panel) Unit = sq. m
Production Output: 1.243 sq. m/hr
Employing 1 gang
No. of Days: 3.91 days
No. of Hours: 31.25 hour(s) say hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 720.50

A. SUB-TOTAL , EQUIPMENT P 720.50

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)

1 gang
Foreman 1 1 31.25 P 81.30 P 2,540.63
Carpenter 1 1 31.25 58.76 1,836.25
Unskilled Laborer 2 2 31.25 45.25 2,828.13

B. SUB-TOTAL, LABOR P 7,205.01

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

4mm thick Aluminum Composite Panel for false buttress 12 pcs P 2,400.00 P 28,800.00
4mm thick Aluminum Composite Panel for Canopy 33 pcs 2,400.00 79,200.00
4mm thick Aluminum Composite Panel (Blue Façade) 31 pcs 2,400.00 74,400.00
Rivets 12 1,865 pcs 3.00 5,595.00

C. SUB-TOTAL, MATERIAL P 187,995.00

SUMMARY
A Equipment P 720.50
B Labor 7,205.01
C Materials 187,995.00
D TOTAL DIRECT COST (A+B+C) 195,920.51
DIRECT UNIT COST D/Quantity 1,260.91

E OCM 12% of D 23,510.46

F Profit 8% of D 15,673.64

G VAT 5% (D+E+F) 11,755.23

H Total Cost (D+E+F+G) 246,859.84
I UNIT COST (H/Quantity) P 1,588.75
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders
Item No. : 1018(1) Quantity = 70.00
Description : Glazed Tiles and Trims Unit = Sq.m.

Production Output: 1.365 sq. m/hr

Employing 1 gang
No. of Hours: 51.28 hour(s) say 51.50 hour(s)
No. of Days: 6.41 day(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor

Minor Tools (10% of Labor Cost) P 3,096.95

A. SUB-TOTAL , EQUIPMENT P 3,096.95

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 51.50 P 81.30 P 4,186.95
Mason 5 5 51.50 58.76 15,130.70
Unskilled Labor 5 5 51.50 45.25 11,651.88

B. SUB-TOTAL, LABOR P 30,969.53

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu.m.

Glazed Ceramic Tiles (CR walls and working areas and public area) 70.00 sq.m P 760.00 P 53,200.00
Cement 0.325 23.00 bags 250.00 5,750.00
Sand 0.026 2.00 cu.m 510.00 1,020.00
ABC Tile Grout, 2kg/bag 0.125 9.0 bags 250.00 2,250.00
ABC Adhesive, 25 kg/bag 0.125 9.0 bags 285.00 2,565.00
Consumables (5% of Material Cost) 3,239.25

C. SUB-TOTAL, MATERIAL P 68,024.25

SUMMARY
A Equipment P 3,096.95
B Labor 30,969.53
C Materials 68,024.25
D TOTAL ESTIMATED DIRECT COST (A+B+C) 102,090.73
DIRECT UNIT COST D/Quantity 1,458.44

E OCM 7% of D 7,146.35
F Profit 8% of D 8,167.26
G VAT 7% (D+E+F) 8,218.30
H Total Cost (D+E+F+G) 125,622.65
I UNIT COST (H/Quantity) P 1,794.61
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders
Item No. : 1018(1) Quantity = 70.00
Description : Bricks Unit = sq.m

Production Output: 1.95 sq. m/hr

Employing 3 gang
No. of Hours: 11.97 hour(s) say 12.00 hour(s)
No. of Days: 1.50 day(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor

Minor Tools (10% of Labor Cost) P 1,969.74

A. SUB-TOTAL , EQUIPMENT P 1,969.74

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
3 gang
Foreman 1 12.00 P 81.30 P 975.60
Mason 5 15 12.00 58.76 10,576.80
Unskilled Labor 5 15 12.00 45.25 8,145.00

B. SUB-TOTAL, LABOR P 19,697.40

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu.m.

BRICKS 70.00 sq.m 740.00 51,800.00

Cement 0.325 23.00 bag 250.00 5,750.00
Sand 0.026 1.82 cu.m 510.00 928.20
ABC Adhesive, 25 kg/bag 0.125 9.0 bags 285.00 2,565.00

C. SUB-TOTAL, MATERIAL P 61,043.20

SUMMARY
A Equipment P 1,969.74
B Labor 19,697.40
C Materials 61,043.20
D TOTAL ESTIMATED DIRECT COST (A+B+C) 82,710.34
DIRECT UNIT COST D/Quantity 1,181.58
E OCM 7% of D 5,789.72
F Profit 8% of D 6,616.83
G VAT 7% (D+E+F) 6,658.18
H Total Cost (D+E+F+G) 101,775.07
I UNIT COST (H/Quantity) P 1,453.93
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Project Contractor: Four M Builders
Item No. : 1016(1)a Quantity = 2,587.20
Description : Water Proofing(4 Coats) Unit = sq.m.

Production Output: 6.27 sq.m. per hour

Employing 1 gang with 2 skilled Labor and 1 unskilled Labor for every gang
No. of Hours: 412.63 hour(s) Say 412.75 hour(s)
No. of Days: 51.58 days

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 10,073.99

A. SUB-TOTAL , EQUIPMENT P 10,073.99

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 412.75 P 81.30 P 33,556.58
Painter 2 2 412.75 58.76 48,506.38
Un-Skilled Labor 1 1 412.75 45.25 18,676.94

B. SUB-TOTAL, LABOR P 100,739.90

C. Name and Description Qty Unit Unit Cost Total Cost (Pesos)
FACTOR

Water Proofing Primer 25 sqm 80 GALS P 1,500.00 P 120,000.00

Water Proofing Tackcoat 6 sqm 160.00 GALS 3,300.00 528,000.00

C. SUB-TOTAL, MATERIAL P 648,000.00

SUMMARY:
A Equipment P 10,073.99
B Labor 100,739.90
C Materials 648,000.00
D TOTAL ESTIMATED DIRECT COST (A+B+C) 758,813.89
ESTIMATED DIRECT UNIT COST D/Quantity 293.30
E OCM 7% of D 53,116.97
F PROFIT 8% of D 60,705.11
G VAT 7% (D+E+F) 61,084.52
H Total Cost (D+E+F+G) 933,720.49
I UNIT COST (H/Quantity) P 360.90
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 1032(1)a Quantity = 8,424.00

Description : Painting Works (Masonry) Unit = sq.m
Production Output: 2.10 sq. m/hr
Employing 5 gang with 2 skilled Labor and 1 unskilled Labor for every gang
No. of Days: 100.31 days
No. of Hours: 802.29 hour(s) say 802.50 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 65,311.46

A. SUB-TOTAL , EQUIPMENT P 65,311.46

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Factor
5 gang
Foreman 1 1 802.50 P 81.30 P 65,243.25
Painter 2 10 802.50 58.76 471,549.00
Unskilled Labor 1 5 802.50 45.25 181,565.63

B. SUB-TOTAL, LABOR P 653,114.63

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Concrete Neutralizer 0.08 673.92 gals P 450.00 P 303,264.00

Concrete Primer 0.04 336.96 gals 660.00 222,393.60
Patching Compound 0.05 421.20 gals 560.00 235,872.00
Semi Gloss Latex (2 coats) 0.08 1,347.84 gals 575.00 775,008.00
consumables (5% of materials) 76,826.88

C. SUB-TOTAL, MATERIAL P 1,613,364.48

SUMMARY
A Equipment P 65,311.46
B Labor 653,114.63
C Materials 1,613,364.48
D TOTAL ESTIMATED DIRECT COST (A+B+C) 2,331,790.57
DIRECT UNIT COST D/Quantity 276.80
E OCM 7% of D 163,225.34
F Profit 8% of D 186,543.25
G VAT 7% (D+E+F) 187,709.14
H Total Cost (D+E+F+G) 2,869,268.29
I UNIT COST (H/Quantity) P 340.61
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Project Contractor: Four M Builders

Item No. : 1032(1)b Quantity = 2,987.20

Description : Painting works(ceiling boards) Unit = sq.m
Production Output: 1.89 sq. m/hr
Employing 2 gang
No. of Days: 98.81 days
No. of Hours: 790.26 hour(s) say 790.50 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 32,160.70

A. SUB-TOTAL , EQUIPMENT P 32,160.70

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Factor
2 gang
Foreman 1 1 790.50 P 81.30 P 64,267.65
Painter 2 4 790.50 58.76 185,799.12
Unskilled 1 2 790.50 45.25 71,540.25

B. SUB-TOTAL, LABOR P 321,607.02

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Glazing Putty (Spot Putty) 0.05 149.36 gals P 560.00 P 83,641.60

Flatwall Enamel 0.04 119.49 gals 600.00 71,692.80
Enamel Quick Dry 0.04 119.49 gals 595.00 71,095.36
Paint Thinner 0.01 29.87 gals 240.00 7,169.28
Consumables (5% of Material Cost)

C. SUB-TOTAL, MATERIAL P 233,599.04

SUMMARY
A Equipment P 32,160.70
B Labor 321,607.02
C Materials 233,599.04
D TOTAL ESTIMATED DIRECT COST (A+B+C) 587,366.76
DIRECT UNIT COST D/Quantity 196.63
E OCM 7% of D 41,115.67
F Profit 8% of D 46,989.34
G VAT 7% (D+E+F) 47,283.02
H Total Cost (D+E+F+G) 722,754.79
I UNIT COST (H/Quantity) P 241.95
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders
Item No. : 1032(1)c Quantity = 500.00
Description : Painting Works (Steel) Unit = sq.m
Production Output: 3.00 sq. m/hr
Employing 1 gang
No. of Days: 20.84 days
No. of Hours: 166.67 hour(s) say 166.75 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 1,357.09

A. SUB-TOTAL , EQUIPMENT P 1,357.09

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Factor
1 gang
Foreman 1 1 166.75 P 81.30 P 13,556.78
Painter 2 2 166.75 58.76 19,596.46
Unskilled 1 1 166.75 45.25 7,545.44
B. SUB-TOTAL, LABOR P 27,141.90

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Red Oxide Primer 0.04 20.00 gals P 450.00 P 9,000.00

Enamel Paint 0.1 50.00 gals 600.00 30,000.00
Paint Thinner 0.25 125.00 gals 240.00 30,000.00
Consumables (5% of Material Cost) 3,450.00
C. SUB-TOTAL, MATERIAL P 72,450.00

SUMMARY
A Equipment P 1,357.09
B Labor 27,141.90
C Materials 72,450.00
D TOTAL ESTIMATED DIRECT COST (A+B+C) 100,948.99
DIRECT UNIT COST D/Quantity 201.90
E OCM 7% of D 7,066.43
F Profit 8% of D 8,075.92
G VAT 7% (D+E+F) 8,126.39
H Total Cost (D+E+F+G) 124,217.73
I UNIT COST (H/Quantity) P 248.44
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

-

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1013(2)b3 Quantity = 19.20

Description : Fabricated Metal Roofing Accessory (GA 24-Valley Rolls/ Gutters) Unit = lin.m
Production Output: 11.80 lin.m/hr
Employing 2 gang with 2 skilled Labor and 1 unskilled Labor for every gang
No. of Days: 0.13 days
No. of Hours: 0.81 hour(s) say 1.00 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 28.93

A. SUB-TOTAL , EQUIPMENT P 28.93

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Factor
2 gang
Foreman 1 1 1.00 P 81.30 P 81.30
Tinsmith 1 2 1.00 58.76 117.52
Unskilled Labor 1 2 1.00 45.25 90.50

B. SUB-TOTAL, LABOR P 289.32

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

0.6mm thick Pre Painted-Pre Formed Gutter 8.00 pcs P 407.48 P 3,259.84
12"x1" Plain GI Strap 3.00 58 pcs 50.00 2,880.00
Blind Rivets 16 307.20 pcs 3.00 921.60
Consumables (3% of MC) 353.07

C. SUB-TOTAL, MATERIAL P 7,414.51

SUMMARY
A Equipment P 28.93
B Labor 289.32
C Materials 7,414.51
D TOTAL ESTIMATED DIRECT COST (A+B+C) 7,732.76
DIRECT UNIT COST D/Quantity 402.75

E OCM 12% of D 927.93

F Profit 8% of D 618.62

G VAT 5% (D+E+F) 463.97

H Total Cost (D+E+F+G) 9,743.28
I UNIT COST (H/Quantity) P 507.46
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 1014(1)b2 Quantity = 664.54

Description : Prepainted Metal Sheets(Rib Type, 0.6 mm thick),blue Unit = lin.m
Production Output: 8.00 lin.m. m/hr
Employing 1 gang with 2 skilled Labor and 1 unskilled Labor for every gang
No. of Days: 10.41 days
No. of Hours: 83.07 hour(s) say 83.25 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 1,919.41

A. SUB-TOTAL , EQUIPMENT P 1,919.41

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Factor
1 gang
Foreman 1 1 83.25 P 81.30 P 6,768.23
Tinsmith 1 1 83.25 58.76 4,891.77
Unskilled Labor 2 2 83.25 45.25 7,534.13
B. SUB-TOTAL, LABOR P 19,194.12

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

sq.m.
Prepainted Metal Sheets(Rib Type, 0.6 mm thick),blue 1.10 730.99 P 470.00 P 343,567.18
Ridge Roll 31 pcs 655.00 20,305.00
Tekscrew steel 4000.00 pcs 2.00 8,000.00
blind rivets 1000.00 pcs 0.50 500.00
silicon sealant 2 tbs 150.00 300.00
tough up paint 4 tbs 270.00 1,080.00

C. SUB-TOTAL, MATERIAL P 373,752.18

SUMMARY
A Equipment P 1,919.41
B Labor 19,194.12
C Materials 373,752.18
D TOTAL ESTIMATED DIRECT COST (A+B+C) 394,865.71
DIRECT UNIT COST D/Quantity 594.19

E OCM 7% of D 27,640.60
F Profit 8% of D 31,589.26
G VAT 7% (D+E+F) 31,786.69
H Total Cost (D+E+F+G) 485,882.26
I UNIT COST (H/Quantity) P 731.16
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1047(1) Quantity = 1.00

Description : Structural steel Unit = l.s.
Production Output: 85.00 kgs/hr
Employing 1 gang/s 5,973.71
No. of Days: 8.81 days kg.
No. of Hours: 70.28 hour(s) say 70.50 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Welding Machine (50 Amp) 0.75 1 52.88 P 391.00 P 20,674.13

Truck Mounted Crane (20-25 mt) 0.49 1 34.55 1,631.00 56,342.90
Cutting outfit 0.25 1 17.63 45.45 801.06
Minor tools (10% of Labor Cost) 4,239.52

A. SUB-TOTAL , EQUIPMENT P 82,057.59

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Fabrication 1 gang/s
Foreman 1 1 70.50 81.30 5,731.65
Welder 2 2 70.50 58.76 8,285.16
Un-Skilled Labor 2 2 70.50 45.25 6,380.25

Erection
Welder 3 3 70.50 58.76 12,427.74
Un-Skilled Labor 3 3 70.50 45.25 9,570.38

B. SUB-TOTAL, LABOR P 42,395.18

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
A. Truss and Other Roofing Frames
50mm diameter Structural Pipe Sch. 40 141 kgs 4.70 kgs/m 5.00 pcs 1,730.00 8,650.00
25mm dia. Struct. Pipe Sch. 40 28.32 kgs 2.36 kgs/m 2.00 pcs 1,200.00 2,400.00
12 pcs 100mmx50mmx15mmx2mm C- Purlins 3.35 kgs/m 201.00 kgs 73.00 14,673.00
2 pcs L50mmx50mmx5mm Clip 3.77 kgs/m 45.24 kgs 73.00 3,302.52

B. Structural Steel for Footbridge

75mm diameter Structural Pipe Sch. 40 258.00 kgs 8.6 kgs/m 5.00 pcs 2,300.00 11,500.00
1 pcs W10x68 Wide Flange (Column) 101.5 kgs/m 609.00 kgs 73.00 44,457.00
16mm thick Stiffiner Plate 16.58 kgs 54.00 895.32
16mm thick Base Plate 80.38 kgs 54.00 4,340.52
16mm dia.x350mm Anchor Bolts 6.63 kgs 45.00 298.35
16mm dia.x250mm Anchor Bolts 6.32 kgs 45.00 284.22
8mm thick Steel Plate Flooring 1,408.29 kgs 55.00 77,455.95
W14x48 (B-1/b-2) 71.6 1,575.20 kgs 73.00 114,989.60
10 pcs-L65mmx65mmx6mm Angle Bar 5.91 59.10 kgs 73.00 4,314.30
6mm thick Steel Plate Cap 15.07 kgs 54.00 813.89
12mm thick plate 13.94 kgs 54.00 752.85
2mm thick Steel Plate Cladding 337.86 kgs 54.00 18,244.44

C. Structural Steel For Main Entrance Canopy

15 100mmx15mmx50mmx4mm C Steel Frame 6.18 kgs/m 556.20 kgs 73.00 40,602.60
39 LC65mmx30mmx15mmx2mm 2.17 kgs/m 507.78 kgs 73.00 37,067.94
4.5mm thick Plate 25.43 kgs 54.00 1,373.44
2mm thick steel plate 82.36 kgs 54.00 4,447.56

Acetylene Tank 0.011 65.71 kgs 55.00 3,614.09

Oxygen 0.022 131.42 kgs 52.00 6,833.92
Welding Rod 0.02 119.47 kgs 96.00 11,469.52

Consumables (5% of Material Cost) 20,639.05

C. SUB-TOTAL, MATERIAL P 433,420.08

SUMMARY
A Equipment P 82,057.59
B Labor 42,395.18
C Materials 433,420.08
D ESTIMATED DIRECT COST (A+B+C) 557,872.85
DIRECT UNIT COST D/Quantity 557,872.85

E OCM 12% of D 66,944.74

F PROFIT 8% of D 44,629.83

G VAT 5% (D+E+F) 33,472.37

H Total Cost (D+E+F+G) 702,919.79
I UNIT COST (H/Quantity) P 702,919.79
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1047(1) Quantity = 1.00

Description : Structural steel Unit = l.s.
Production Output: 18.03 kgs/hr
Employing 3 gang/s with 2 Welders and 4 Unskilled Laborers for every gang 13,081.67
No. of Days: 30.25 days kg.
No. of Hours: 241.85 hour(s) say 242.00 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Welding Machine (50 Amp) 1 3 242.00 P 391.00 P 283,866.00

Generator set, 51 KW, 64-125 KVA (include fuel) 1 1 242.00 872.87 211,234.54
Cutting outfit 1 3 242.00 45.45 32,996.70

A. SUB-TOTAL , EQUIPMENT P 528,097.24

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
3 gang/s
Foreman 1 1 242.00 P 81.30 P 19,674.60
Welder 2 6 242.00 58.76 85,319.52
Un-Skilled Labor 4 12 242.00 45.25 131,406.00

B. SUB-TOTAL, LABOR P 236,400.12

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
A. Truss and Other Roofing Frames
149 LC 150 x 65 x 20 x 2.0mm x 6m Purlins 4.71kg/m 4,210.74 kgs P 70.00 P 294,751.80
103 - Ls 50 x 50 x 6.0mm x 6m(Web Members) 4.47kg/m 2,762.46 kgs 70.00 193,372.20
100 - Ls 75 x 75 x 6.0mm x 6m(Top chord/Bottom Chord) 6.87kg/m 4,122.00 kgs 70.00 288,540.00
8mm thick batten plates 228.98 kgs 55.00 12,593.63
8mm thick gusset plates 1,035.95 kgs 55.00 56,977.18
20mm thick base plates 557.74 kgs 55.00 30,675.84
7 Cleat Ls, 50 x 50 x 3mm x 6m 97.86 kgs 70.00 6,850.20
32 16mm Turnbuckles 32.00 pcs. 185.00 5,920.00
16 16mm cross Bracing 126.32 kgs 39.00 4,926.48
320 12mm dia. Sagrod with Washer and Thread 19.71 kgs 37.00 729.34
10mm thick gusset plates(150mm x 175mm) 65.94 kgs 55.00 3,626.70
348 ∅20 x 350mm Long Anchor Bolt with washer and nut 300.36 kgs 35.00 10,512.56
Oxy-Acetylene Tank 3.00 set 2,500.00 7,500.00
Welding Rod 53.00 kgs 102.50 5,432.50
Epoxy Primer 8.25 gals 577.00 4,760.25
Rust Converter 11.00 gals 450.00 4,950.00
Paint Brush, 4" 2.00 pcs 63.00 126.00
Sand paper 2.00 roll 1,600.00 3,200.00

C. SUB-TOTAL, MATERIAL P 935,444.68

SUMMARY
A Equipment P 528,097.24
B Labor 236,400.12
C Materials 935,444.68
D ESTIMATED DIRECT COST (A+B+C) 1,699,942.04
DIRECT UNIT COST D/Quantity 1,699,942.04

E OCM 12% of D 203,993.04

F PROFIT 8% of D 135,995.36

G VAT 5% (D+E+F) 101,996.52

H Total Cost (D+E+F+G) 2,141,926.96
I UNIT COST (H/Quantity) P 2,141,926.96
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1011(1)a Quantity = 5.00

Description : Fenestration 1 Roll-up Doors Unit = sets

Production Output: sets/hr.

Employing gang
No. of days : hrs. Say - hrs.
No. of Hours : days

A Name and Capacity of Equipment (Operated) Factor No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

P -

A. SUB-TOTAL , EQUIPMENT P -

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
0 gang

B. SUB-TOTAL, LABOR P -

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Factor/cu.m.

Roll-up Door 2550mm x 4600mm 1.00 sets P 17,595.00 P 17,595.00

(including lockset and accessories)

Roll-up Door 2550mm x 2000mm 2.00 sets P 7,650.00 P 15,300.00

(including lockset and accessories)

RD-1 -2550mm x 3000mm Roll-up Door 1.00 sets P 11,475.00 P 11,475.00

(including lockset and accessories)

RD-2 -2550mm x 4600mm Roll-up Door 1.00 sets P 17,595.00 P 17,595.00

(including lockset and accessories)

(NOTE: Cost of Labor is included in the Cost of Material)

C. SUB-TOTAL, MATERIAL P 61,965.00

SUMMARY:
A Equipment P -
B Labor -
C Materials 61,965.00
D TOTAL ESTIMATED DIRECT COST (A+B+C) 61,965.00
ESTIMATED DIRECT UNIT COST D/Quantity 12,393.00

E OCM 0% of D -
F PROFIT 8% of D 4,957.20
G VAT 5% (D+E) 3,346.11
H Total Cost (D+E+F) 70,268.31
I UNIT COST (G/Quantity) P 14,053.66
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1014(1)b1

G.I. ROOFING SHEETS(LONG SPAN) Quantity = 715.92
Description : Unit = sq.m
Production Output: 3.26 sq. m/hr
Employing 4 gang with 2 skilled Labor and 1 unskilled Labor for every gang
No. of Days: 6.88 days
No. of Hours: 54.90 hour(s) say 55.00 hour(s)

A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (5% of Labor Cost) P 2,014.05

A. SUB-TOTAL , EQUIPMENT P 2,014.05

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
Factor
4 gang
Foreman 1 55.00 P 81.30 P 4,471.50
Tinsmith 2 8 55.00 58.76 25,854.40
Unskilled Labor 1 4 55.00 45.25 9,955.00

B. SUB-TOTAL, LABOR P 40,280.90

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

1.220m x 0.6mm thk. Longspan 715.92 sq.m. P 370.00 P 264,890.40

Pre-painted g.i. Roofing shts(21/2 lapping)
0.6mm thk pre-painted ridge roll(8' X 24'') 20.00 Lin.m. 130.00 2,600.00
0.6mm thk pre-painted valley roll((8' X 24'') 33.08 Lin.m. 130.00 4,300.40
6mm J-Bolts, nut, Galvanized washer and neoprene Sealant 7076.00 pcs 6.00 42,456.00
Blind Rivets 300.00 pcs 0.50 150.00
Silicon Sealant 15 tubes 107.00 1,605.00
Aerosol touch-up paint 5 tubes 150.00 750.00
Insulation
P.E. Foam Insulation @ 2-sided
Aluminum 5mm x 1m x 50m 10.00 roll 2,850.00 28,500.00
Blind Rivets 3538.00 pcs. 0.50 1,769.00

C. SUB-TOTAL, MATERIAL P 347,020.80

SUMMARY
A Equipment P 2,014.05
B Labor 40,280.90
C Materials 347,020.80
D TOTAL ESTIMATED DIRECT COST (A+B+C) 389,315.75
DIRECT UNIT COST D/Quantity 543.80

E OCM 12% of D 46,717.89

F Profit 8% of D 31,145.26

G VAT 5% (D+E+F) 23,358.94

H Total Cost (D+E+F+G) 490,537.84
I UNIT COST (H/Quantity) P 685.19
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1001(8) Quantity = 1.00

Description : Sewer Line Works Unit = LS
Production Output: 0.864 lin.m./hr.
Employing 2 gang Quantity = 246.00
No. of Hours: 142.36 hour(s) say 142.50 hour(s) Unit = lin.m.
No. of Days: 17.80 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 5,412.44

A. SUB-TOTAL , EQUIPMENT P 5,412.44

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
2 gang
Foreman 1 1 142.50 P 81.30 P 11,585.25
Plumber 1 2 142.50 58.76 16,746.60
Unskilled Labor 2 4 142.50 45.25 25,792.50
B. SUB-TOTAL, LABOR P 54,124.35

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

150mm ø PVC PIPE 14 pcs 1,010.00 14,140.00

100mm ø PVC PIPE 36 pcs 505.00 18,180.00
50mm ø PVC PIPE 32 pcs 226.00 7,232.00
100mmX100mmø PVC WYE 24 pcs 126.00 3,024.00
50mmX50mmø PVC WYE 24 pcs 70.00 1,680.00
50mmX100mmø PVC WYE 42 pcs 104.00 4,368.00
100mmø PVC 45˚ BEND 24 pcs 61.00 1,464.00
50mmø PVC 45˚ BEND 66 pcs 21.00 1,386.00
50mmø PVC TEE 32 pcs 37.00 1,184.00
50mmø PVC 90˚ ELBOW 24 pcs 26.00 624.00
150mm ø PVC COUPLING 13 pcs 85.00 1,105.00
100mm ø PVC COUPLING 34 pcs 72.00 2,448.00
50mm ø PVC COUPLING 30 pcs 32.00 960.00
50 mm ø PVC P TRAP 17 pcs 115.00 1,955.00
100 mm ø PVC CLAMP 10 pcs 15.00 150.00
50 mm ø PVC CLEAN OUT 4 pcs 21.00 84.00
100 mm ø PVC CLEAN OUT 20 pcs 56.00 1,120.00
Solvent Cement 4 can 150.00 600.00

C. SUB-TOTAL, MATERIAL 61,704.00

SUMMARY
A Equipment P 5,412.44
B Labor 54,124.35
C Materials 61,704.00
D ESTIMATED DIRECT COST (A+B+C) 121,240.79
DIRECT UNIT COST D/Quantity 121,240.79

E OCM 12% of D 14,548.89

F Profit 8% of D 9,699.26

G VAT 5% (D+E+F) 7,274.45

H Total Cost (D+E+F+G) 152,763.39
I UNIT COST (H/Quantity) P 152,763.39

Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1001(9) Quantity = 1.00

Description : Storm Drainage and downspout Unit = LS
Production Output: 1.41 lin.m./hr.
Employing 2 gang 108.00
No. of Hours: 38.30 hour(s) say 38.50 hour(s) lin.m.
No. of Days: 4.79 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 2,611.61

A. SUB-TOTAL , EQUIPMENT P 2,611.61

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
2 gang
Foreman 1 1 38.50 P 81.30 P 3,130.05
Plumber 2 4 38.50 58.76 9,049.04
Unskilled Labor 4 8 38.50 45.25 13,937.00
B. SUB-TOTAL, LABOR P 26,116.09

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

75mm dia. PVC pipe 36 pcs 394.00 14,184.00

75mm dia. PVC Coupling 21 pcs 54.00 1,134.00
75mm dia. elbow 21 pcs 45.00 945.00
75mm dia. clean out 7 pcs 27.00 189.00
Solvent Cement 4.0 can 150.00 600.00
C. SUB-TOTAL, MATERIAL 17,052.00

SUMMARY
A Equipment P 2,611.61
B Labor 26,116.09
C Materials 17,052.00
D ESTIMATED DIRECT COST (A+B+C) 45,779.70
DIRECT UNIT COST D/Quantity 45,779.70

E OCM 7% of D 3,204.58
F Profit 8% of D 3,662.38

G VAT 7% (D+E+F) 3,685.27

H Total Cost (D+E+F+G) 56,331.92
I UNIT COST (H/Quantity) P 56,331.92
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1002(24) Quantity = 1.00

Description : Cold Water Lines Unit = LS
Production Output: 2.596 lin.m./hr.
Employing 1 gang 220.00
No. of Hours: 84.75 hour(s) say 84.75 hour(s) lin.m.
No. of Days: 10.59 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 1,954.00

A. SUB-TOTAL , EQUIPMENT P 1,954.00

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 1 84.75 P 81.30 P 6,890.18
Plumber 1 1 84.75 58.76 4,979.91
Unskilled Labor 2 2 84.75 45.25 7,669.88
B. SUB-TOTAL, LABOR P 19,539.97

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

25mmØ PPR Pipe (4m) 14 pcs 480.00 6,720.00

20mmØ PPR Pipe (4m) 41 pcs 320.00 13,120.00
25mmØx20mmØ PPR Tee Reducer 2 pcs 22.00 44.00
25mmØ PPR Tee (threaded) 12 pcs 172.00 2,064.00
25mmØ PPR Elbow (plain) 6 pcs 25.00 150.00
25mmØ PPR Tee (plain) 2 pcs 26.00 52.00
20mmØ PPR elbow 48 pcs 15.00 720.00
20mmØ PPR elbow (threaded) 81 pcs 138.00 11,178.00
20mmØ PPR Tee (plain) 88 pcs 19.00 1,672.00
25mmØ PPR coupling 20 pcs 14.00 280.00
20mmØ PPR coupling 48 pcs 11.00 528.00
-
25mmØ check valve 2 pcs 470.00 940.00
25mmØ ball valve 6 pcs 1,700.00 10,200.00
20mmØ ball valve 8 pcs 1,150.00 9,200.00
20mmØ check valve 2 pcs 350.00 700.00
Consumables (5% of Material Cost) 2,878.40

C. SUB-TOTAL, MATERIAL 60,446.40

SUMMARY
A Equipment P 1,954.00
B Labor 19,539.97
C Materials 60,446.40
D ESTIMATED DIRECT COST (A+B+C) 81,940.36
DIRECT UNIT COST D/Quantity 81,940.36

E OCM 12% of D 9,832.84

F Profit 8% of D 6,555.23

G VAT 5% (D+E+F) 4,916.42

H Total Cost (D+E+F+G) 103,244.86
I UNIT COST (H/Quantity) P 103,244.86

Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1002(4) Quantity = 1.00

Description : Plumbing Fixtures Unit = LS

oduction Output: 0.58 set/hr. 133.00

Employing 2 gang set
No. of Hours: 114.66 hour(s) say 114.75 hour(s)
No. of Days: 14.33 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) P 3,319.95

A. SUB-TOTAL , EQUIPMENT P 3,319.95

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
2 gang
Foreman 1 1 114.75 P 81.30 P 9,329.18
Plumber 1 2 114.75 58.76 13,485.42
Unskilled Labor 1 2 114.75 45.25 10,384.88

B. SUB-TOTAL, LABOR 3.56 P 33,199.48

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Fixtures
Water Closet 13 sets P 7,329.00 P 95,277.00
Wall hung Lavatory 1 sets 6,612.00 6,612.00
Counter top lavatory 16 sets 5,500.00 88,000.00
Faucet 22 sets 165.00 3,630.00
Lever type Faucet 17 sets 850.00 14,450.00
Floor Drain 17 sets 275.00 4,675.00
Urinal 12 sets 5,000.00 60,000.00
soap holder 12 sets 340.00 4,080.00
tissue holder 12 sets 260.00 3,120.00
Flip Down up Grab Bar 1 sets 6,000.00 6,000.00
L type Grab bar 1 sets 2,500.00 2,500.00
6mm thk. 1500 x 800 mirror 8 sets 1,200.00 9,600.00
6mm thk. 500 x 800 mirror 1 sets 800.00 800.00
300mmx1200mmx 50mm Phenolic Privacy Shield 2 sets 1,500.00 3,000.00
Consumables (5% of Material Cost) 15,087.20

C. SUB-TOTAL, MATERIAL P 316,831.20

SUMMARY
A Equipment P 3,319.95
B Labor 33,199.48
C Materials 316,831.20
D ESTIMATED DIRECT COST (A+B+C) 353,350.62
DIRECT UNIT COST D/Quantity 353,350.62

E OCM 12% of D 42,402.07

F Profit 8% of D 28,268.05

G VAT 5% (D+E+F) 21,201.04

H Total Cost (D+E+F+G) 445,221.78
I UNIT COST (H/Quantity) P 445,221.78
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1001(5)b Quantity = 9.00

Description : Catch Basin (CHB) Unit = each

Production Output: 1 each./hr.

Employing 1 gang
No. of days : 9.00 hrs. Say 9.00 hrs.
No. of Hours : 1.13 days

A Name and Capacity of Equipment (Operated) Factor No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 166.78

A. SUB-TOTAL , EQUIPMENT P 166.78

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 GANG
Foreman 1 9.00 P 81.30 P 731.70
Mason 1 1 9.00 58.76 528.84
Un-Skilled Labor 1 1 9.00 45.25 407.25

B. SUB-TOTAL, LABOR P 1,667.79

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Concrete 0.07 0.63 cu.m. 3475.00 2,189.25

Reinforcement Steel bars 8.63 77.67 kgs 40.00 3,106.80
Masonry Units 0.8 7.20 sq.m 150.00 1,080.00
Plaster Finish 1.76 15.84 sq.m 84.25 1,334.52

C. SUB-TOTAL, MATERIAL P 7,710.57

SUMMARY:
A Equipment P 166.78
B Labor 1,667.79
C Materials 7,710.57
D TOTAL ESTIMATED DIRECT COS(A+B+C) 9,545.14
ESTIMATED DIRECT UNIT COST D/Quantity 1,060.57

E OCM 12% of D 1,145.42

F PROFIT 8% of D 763.61
G VAT 5% (D+E) 572.71
H Total Cost (D+E+F) 12,026.88
I UNIT COST (G/Quantity) P 1,336.32

Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan

Item No. : 1001(11) Quantity = 1.00

Description : Septic Vault (CHB/ Concrete) Unit = LS

Production Output: 0.042 set/hr 1.00

Employing 1 gang SETS
No. of days : 23.81 hrs. Say 24.00 hrs.
No. of Hours : 3.00 days

A Name and Capacity of Equipment (Operated) Factor No. of Units No. of Hours Hourly Rate Total Cost (Pesos)

Minor Tools (10% of Labor Cost) P 911.57

A. SUB-TOTAL , EQUIPMENT P 911.57

B Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 GANG
Foreman 1 1 24.00 P 81.30 P 1,951.20
Mason 2 2 24.00 58.76 2,820.48
Un-Skilled Labor 4 4 24.00 45.25 4,344.00

B. SUB-TOTAL, LABOR P 9,115.68

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
A. Reinforced Concrete P P -
Portland Cement 21 bags 250 5,250.00
Sand 1.05 cu.m 570 598.50
Gravel 2.10 cu.m 510 1,071.00
B. CHB -
Portland Cement 0.525 19.00 bags 250.00 4,750.00
Washed Sand 0.04375 2.00 cu.m. 510.00 1,020.00
CHB 6" THICK 13 448.00 pcs 16.00 7,168.00
Grade 40 RSB 173.71 kgs 40.00 6,948.48

#16 GI Tie Wire 3.00 kgs 68.00 204.00

C. SUB-TOTAL, MATERIAL P 27,009.98

SUMMARY:
A Equipment P 911.57
B Labor 9,115.68
C Materials 27,009.98
D TOTAL ESTIMATED DIRECT COS(A+B+C) 37,037.23
ESTIMATED DIRECT UNIT COST D/Quantity 37,037.23

E OCM 12% of D 4,444.47

F PROFIT 8% of D 2,962.98
G VAT 5% (D+E) 2,222.23
H Total Cost (D+E+F) 46,666.91
I UNIT COST (G/Quantity) P 46,666.91

Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN

Item No. : 1100 (1) Quantity = 1.00

Description : Conduit, Boxes & Fittings Unit = LS
Production Output: 5.490 lin.m/hr
Employing 3 gang 2,250.00
No. of Hours: 136.61 hour(s) say 136.61 hour(s)
No. of Days: 17.08 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) P 4,884.60
A. SUB-TOTAL , EQUIPMENT P 4,884.60

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
3 gang
Foreman 0.56 1 76.50 P 81.30 P 6,219.58
Electrician 1 3 136.61 58.76 24,081.61
Laborer 1 3 136.61 45.25 18,544.81
B. SUB-TOTAL, LABOR P 48,846.00

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Rigid Steel Conduit, 110mmØ x 3m

RSC elbow, 17 Length 9,800.00 166,600.00
110mmØ x 90°
RSC coupling, 8 Pcs. 8,405.00 67,240.00
110mmØ
RSC Locknut and 3 Pcs. 1,726.00 5,178.00
Bushing, 110mmØ 2 Length 788.00 1,576.00
Rigid PVC conduit pipe, 110mmØ x 3m, thick wall 21 Length 980.00 20,580.00
Rigid PVC conduit pipe, 63mmØ x 3m, thick wall 80 Length 690.00 55,200.00
Rigid PVC conduit pipe, 25mmØ x 3m, thick
PVC wall
elbow, 350 Length 120.00 42,000.00
Rigid PVC conduit pipe, 20mmØ x110mmØ
3m, thickx wall
90°, 1250 Length 92.00 115,000.00
PVC male threaded
PVC thick wall 14 Pcs. 3,584.00
PVCelbow, 63mmØ
adaptor with 256.00
male threaded
x 90°,
PVCthick wall
conduit
locknut
adaptor and
with 24 Pcs. 104.00 2,496.00
bushing, 110mmØ
connector
PVC with
conduit
locknut and 4 Prs. 80.00 320.00
locknut and 63mmØ
bushing, bushing,
connector with 22 Prs. 56.00 1,232.00
locknut PVC 25mmØ
and bushing,
flexible 1800 Prs. 16.00 28,800.00
PVC
conduit 20mmØ
flexible
connector 85 Prs. 10.00 850.00
conduit,
with 20mmØ
locknut and 360 mts. 8.00 2,880.00
bushing, 20mmØ 350 Prs. 14.00 4,900.00
Mica tube 170 mts. 25.00 4,250.00
Utility box, metal, deep type 430 Pcs. 30.00 12,900.00
Octagonal junction box, metal 670 Pcs. 31.00 20,770.00
Pullbox (300mmx300mx200mm) 4 Pcs. 460.00 1,840.00
Pullbox (350mmx350mx300mm) 4 Pcs. 540.00 2,160.00
Tie
PVCwire #16
solvent 20 Kls. 80.00 1,600.00
RSC cement,
Entrance400cc
Cap, 30 Cans. 193.00 5,790.00
110mmØ 2 Pcs. 750.00 1,500.00
Secondary Rack, 2P 1 Pc. 120.00 120.00
Secondary Rack, 3P 1 Pc. 180.00 180.00
Concrete Encasement 1 LS 18,522.00 18,522.00
Manhole 3 each 5000.00 15,000.00
-
C. SUB-TOTAL, MATERIAL P 603,068.00
SUMMARY
A Equipment P 4,884.60
B Labor 48,846.00
C Materials 603,068.00
D TOTAL ESTIMATED DIRECT COST (A+B+C) 656,798.60
DIRECT UNIT COST D/Quantity 656,798.60

E OCM 12% of D 78,815.83

F PROFIT 8% of D 52,543.89
G VAT 5% of (D+E+F) 39,407.92

H Total Cost (D+E+F+G) 827,566.23

I UNIT COST (H/Quantity) P 827,566.23
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS
Project: Major Renovation of BIR RR3 Regional Office Building

Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN

Item No. : 1101(33) Quantity = 30.00

Description : Wires & Wiring Devices Unit = pcs
Production Output: 2.00 pcs
Employing 1 gang
No. of Hours: 15.00 hour(s) say 15.00 hour(s)
No. of Days: 1.88 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) 251.14
A. SUB-TOTAL , EQUIPMENT P 251.14

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 0.78 1 11.70 P 81.30 P 951.21
Electrician 1 1 15.00 58.76 881.40
Laborer 1 1 15.00 45.25
- 678.75
B. SUB-TOTAL, LABOR P 2,511.36

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Emergency Lights including accessories 30.00 Unit 1,005.00 30,150.00
-
C. SUB-TOTAL, MATERIAL P 30,150.00
SUMMARY
A Equipment P 251.14
B Labor 2,511.36
C Materials 30,150.00
D ESTIMATED DIRECT COST (A+B+C) 32,912.50
DIRECT UNIT COST D/Quantity 32,912.50

E OCM 12% of D 3,949.50

F PROFIT 8% of D 2,633.00
G VAT 5% of (D+E+F) 1,974.75

H Total Cost (D+E+F+G) 41,469.74

I UNIT COST (H/Quantity) P 41,469.74
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN

Item No. : 1102 (7) Quantity = 1.00

Description : Automatic Transfer Switch (Free Standing) Unit = L.S.
Production Output: 0.56 set/hr 1.00
Employing 1 gang set
No. of Hours: 1.79 hour(s) say 2.00 hour(s)
No. of Days: 0.22 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Minor Tools (10% of Labor Cost) 46.11
A. SUB-TOTAL , EQUIPMENT P 46.11

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 1 2.00 P 81.30 P 162.60
Electrician 1 1 2.00 58.76 117.52
Laborer 2 2 2.00 45.25 181.00

B. SUB-TOTAL, LABOR P 461.12

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Automatic Transfer Switch, NEMA 3R Enclosure 1 set 300000 300,000.00

1 - 1000AF, 3P, 230V, 630AT, 65 KAIC

C. SUB-TOTAL, MATERIAL P 300,000.00

SUMMARY
A Equipment P 46.11
B Labor 461.12
C Materials 300,000.00
D ESTIMATED DIRECT COST (A+B+C) 300,507.23
DIRECT UNIT COST D/Quantity 300,507.23

E OCM 12% of D 36,060.87

F PROFIT 8% of D 24,040.58

G VAT 5% of (D+E+F) 18,030.43

H Total Cost (D+E+F+G) 378,639.11
I UNIT COST (H/Quantity) P 378,639.11
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN

Item No. : 1102 (8) Quantity = 1.00

Description : Pad Mounted Distribution Transformer (OISC) with Complete Accessories Unit = L.S.
Production Output: 0.56 set/hr. 3.00
Employing 1 gang unit
No. of Hours: 5.36 hour(s) say 5.40 hour(s)
No. of Days: 0.67 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Minor Tools (10% of Labor Cost) 124.50
A. SUB-TOTAL , EQUIPMENT P 124.50

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 1 5.40 P 81.30 P 439.02
Electrician 1 1 5.40 58.76 317.30
Laborer 2 2 5.40 45.25 488.70

B. SUB-TOTAL, LABOR P 1,245.02

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

75KVA Transfomer, 7.62KV/240V, 60Hz, 1Phase 3 set 250000 750,000.00

RC Pedestal/ Pole 1 LS 36000 36,000.00

C. SUB-TOTAL, MATERIAL P 786,000.00

SUMMARY
A Equipment P 124.50
B Labor 1,245.02
C Materials 786,000.00
D ESTIMATED DIRECT COST (A+B+C) 787,369.53
DIRECT UNIT COST D/Quantity 787,369.53

E OCM 12% of D 94,484.34

F PROFIT 8% of D 62,989.56

G VAT 5% of (D+E+F) 47,242.17

H Total Cost (D+E+F+G) 992,085.60
I UNIT COST (H/Quantity) P 992,085.60
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN

Item No. : 1102(16)a1 Quantity = 1.00

Description : Generator (Standby) Unit = L.S.
Production Output: 0.56 set/hr
Employing 1 gang 1
No. of Hours: 1.79 hour(s) say 1.79 hour(s) set
No. of Days: 0.22 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) P 41.17
A. SUB-TOTAL , EQUIPMENT P 41.17

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
gang 1
Foreman 1 1 1.79 P 81.30 P 145.18
Electrician 1 1 1.79 58.76 104.93
Laborer 2 2 1.79 45.25 161.61

B. SUB-TOTAL, LABOR P 411.71

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

300KVA Brand New Diesel Generator Set, 60Hz, Silent Type 1 set 1,300,000.00 1,300,000.00

C. SUB-TOTAL, MATERIAL P 1,300,000.00

SUMMARY
A Equipment P 41.17
B Labor 411.71
C Materials 1,300,000.00
D ESTIMATED DIRECT COST (A+B+C) 1,300,452.89
DIRECT UNIT COST D/Quantity 1,300,452.89

E OCM 12% of D 156,054.35

F PROFIT 8% of D 104,036.23

G VAT 5% of (D+E+F) 78,027.17

H Total Cost (D+E+F+G) 1,638,570.64
I UNIT COST (H/Quantity) P 1,638,570.64
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED ESTIMATES

Project: Major Renovation of BIR RR3 Regional Office Building

Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 1103 (1) Quantity = 1.00

Description : Lighting Fixtures and Lamps Unit = L.S.
Production Output: 4.00 set/hr
Employing 1 gang 150
No. of Hours: 37.50 hour(s) say 37.50 hour(s)
No. of Days: 4.69 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) P 1,424.33
A. SUB-TOTAL , EQUIPMENT P 1,424.33

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
gang 1
Foreman 1 1 37.50 P 81.30 P 3,048.75
Electrician/Skilled Laborer 1 2 37.50 58.76 4,407.00
Unskilled Laborer 2 4 37.50 45.25 6,787.50

B. SUB-TOTAL, LABOR P 14,243.25

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Fluorescent lighting fixture with one (1) - 18W, 220V, T8 LED tube,
mirrorized aluminum louvre, troffer type, recessed mounted, 300mm x
1200 mm
50 Sets 850.00 42,500.00
P P

Drop Ceiling Center Light

36 Sets 1,650.00 59,400.00

Drop ceiling Pin Lights

172 Sets 1,780.00 306,160.00
Fence Solar Lamp Post
1 Sets 1,900.00 1,900.00

Emergecy Lights
60 Sets 1,440.00 86,400.00

C. SUB-TOTAL, MATERIAL P 496,360.00

SUMMARY
A Equipment P 1,424.33
B Labor 14,243.25
C Materials 496,360.00
D ESTIMATED DIRECT COST (A+B+C) 512,027.58
DIRECT UNIT COST D/Quantity 512,027.58

E OCM 7% of D 35,841.93
F PROFIT 8% of D 40,962.21
G VAT 7% of (D+E+F) 41,218.22
H Total Cost (D+E+F+G) 630,049.93
I UNIT COST (H/Quantity) P 630,049.93
 DETAILED UNIT PRICE ANALYSIS
Project: Major Renovation of BIR RR3 Regional Office Building
Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN
Item No. : 1105(20) Quantity = 1.00
Description : Network Cabling Unit = LS
Production Output: 47.19 linm/hr.
Employing 1 gang Quantity = 750.00
No. of Hours: 15.89 hour(s) say 16.00 hour(s) Unit = lin.m
No. of Days: 2.00 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) 368.90

A. SUB-TOTAL , EQUIPMENT P 368.90

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 1 16.00 P 81.30 P 1,300.80
Electrician 1 1 16.00 58.76 940.16
Unskilled 2 2 16.00 45.25 1,448.00

B. SUB-TOTAL, LABOR P 3,688.96

C. Nexan upgradeable patch
Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
panel 24 port (loaded w/
Wall mounted cabinet 1 set 19,000.00 19,000.00
Nexan-EVO snap in
12RU w/ power strip, fan,
connectors 4 sets 19,000.00 76,000.00
2"x3" closed cable
Patch guidemanager
for patchand
panel (1RU)
knock out 5 sets 2,500.00 12,500.00
F2TP cable 4 pairs @ 500m/roll (cat5e)holes
G24 3 rolls 32,500.00 97,500.00
Alcatel-lucent OS6450-P24 data switch POE 24 ports 1 set 172,500.00 172,500.00
Analog phones 16 sets 2,000.00 32,000.00
I/O ports (Nexan-EVO snap in connector) 300 pcs 400.00 120,000.00
Faceplate (double) 150 pcs 300.00 45,000.00
Amco box 150 pcs 100.00 15,000.00
Alphet Cable (12 pairs-gauge 24, jelly filled) 250 Mts. 240.00 60,000.00
Krone MDF rack mounted back mount frame 4 sets 2,130.00 8,520.00
Krone MDF modules 4 sets 1,250.00 5,000.00
Krone MDF fuse modules 50 pcs 150.00 7,500.00
Pull box (8''x8") powdered coated 12 pcs 540.00 6,480.00
Pull box (6''x6") powdered coated 20 pcs 370.00 7,400.00
UPS 1.5KVA (rack mounted) 1 unit 60,000.00 60,000.00
Rigid Steel Conduit, 25mm (1") Ø 10 lengths 726.00 7,260.00
Rigid Steel Conduit elbow, 25mm (1") Ø x 90° 4 pcs 191.00 764.00
Rigid Steel Conduit coupling, 25mm (1") Ø 12 pcs 24.00 288.00
Rigid Steel Conduit locknut and bushing, 25mm (1") Ø 5 pcs 11.00 55.00
Rigid PVC conduit, 50mm (2") Ø x 3m, thick wall 60 lengths 245.00 14,700.00
Rigid PVC conduit, 40mm (1½") Ø x 3m, thick wall 16 lengths 215.00 3,440.00
Rigid PVC conduit, 25mm (1") Ø x 3m, thick wall 16 lengths 120.00 1,920.00
Rigid PVC conduit, 20mm (¾") Ø x 3m, thick wall 200 lengths 92.00 18,400.00
PVC elbow, 50mm (2") Ø x 90° 24 pcs 36.00 864.00
PVC elbow, 40mm (1½") Ø x 90° 8 pcs 30.00 240.00
PVC locknut and bushing, 50mm (2") Ø 4 pcs 36.00 144.00
PVC locknut and bushing, 40mm (1½") Ø 20 pcs 24.00 480.00
PVC locknut and bushing, 25mm (1") Ø 20 pcs 16.00 320.00
PVC locknut and bushing, 20mm (¾") Ø 540 pcs 14.00 7,560.00
Electrical junction box (4" x 4" x 2") 180 pcs 30.00 5,400.00
Utility box 160 pcs 45.00 7,200.00
Circuit breaker, 20AT, with Nema 3R enclosure 4 pc 1,350.00 5,400.00
Flat bar (⅛" x 1" x 20') (for hanger and support) 12 lengths 120.00 1,440.00
GI wire # 16 (for cable pulling) 10 kls 80.00 800.00
Sealant 8 tubes 180.00 1,440.00
Electrical vinyl tape 10 Mts. 37.00 370.00
-
C. SUB-TOTAL, MATERIAL P 822,885.00
SUMMARY
A Equipment P 368.90
B Labor 3,688.96
C Materials 822,885.00
D ESTIMATED DIRECT COST (A+B+C) 826,942.86
DIRECT UNIT COST D/Quantity 826,942.86

E OCM 12% of D 99,233.14

F PROFIT 8% of D 66,155.43
G VAT 5% of (D+E+F) 49,616.57

H Total Cost (D+E+F+G) 1,041,948.00

I UNIT COST (H/Quantity) P 1,041,948.00
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN

Item No. : 1106(1) Quantity = 1.00

Description : CCTV System Unit = LS
Production Output: 0.72 set/hr.
Employing 1 gang 23.00
No. of Hours: 31.94 hour(s) say 32.00 hour(s) sets
No. of Days: 4.00 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) 737.79
A. SUB-TOTAL , EQUIPMENT P 737.79

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 1 32.00 P 81.30 P 2,601.60
Electrician 1 1 32.00 58.76 1,880.32
Unskilled 2 2 32.00 45.25 2,896.00
B. SUB-TOTAL, LABOR P 7,377.92

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

IP - Fixed Dome Camera 16 set 4,850.00 77,600.00

Weather Proof Camera 2 set 1,900.00 3,800.00
Data Digital Video Recorder
Network Video 1 set 10,830.00 10,830.00
Recorder
Centralized Power 1 set 25,800.00 25,800.00
Supply with UPS 1 set 5,500.00 5,500.00
LCD, LED Monitor 1 set 16,000.00 16,000.00
CCTV
RG59Console
Coaxial 1 set 2,500.00 2,500.00
Cable 900 meter 55.00 49,500.00

-
C. SUB-TOTAL, MATERIAL P 191,530.00
SUMMARY
A Equipment P 737.79
B Labor 7,377.92
C Materials 191,530.00
D ESTIMATED DIRECT COST (A+B+C) 199,645.71
DIRECT UNIT COST D/Quantity 199,645.71

E OCM 12% of D 23,957.49

F PROFIT 8% of D 15,971.66
G VAT 5% of (D+E+F) 11,978.74

H Total Cost (D+E+F+G) 251,553.60

I UNIT COST (H/Quantity) P 251,553.60
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN

Item No. : 1109(1) Quantity = 1.00

Description : Grounding System Unit = L.S.
Production Output: 47.19 lin.m/hr
Employing 1 gang 134
No. of Hours: 2.84 hour(s) say 3.00 hour(s) lin.m
No. of Days: 0.38 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) P 69.17
A. SUB-TOTAL , EQUIPMENT P 69.17

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
gang 1
Foreman 1 1 3.00 P 81.30 P 243.90
Electrician 1 1 3.00 58.76 176.28
Laborer 2 2 3.00 45.25 271.50

B. SUB-TOTAL, LABOR P 691.68

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Bare copper wire 60mm² 45 Mts. 380.00 17,100.00

Bare copperGrounding rod
wire 8.0mm² 63 Mts. 61.00 3,843.00
electrode, copper,
Bare copper wire20mmØ
5.5mm²x 22 Mts. 44.00 968.00
Ground rod 3000mm
clamp, 4 Length 1,050.00 4,200.00
20mmØ 4 Pcs. 90.00 360.00
Ground Busbar 4 Pcs. 1,500.00 6,000.00

C. SUB-TOTAL, MATERIAL P 32,471.00

SUMMARY
A Equipment P 69.17
B Labor 691.68
C Materials 32,471.00
D ESTIMATED DIRECT COST (A+B+C) 33,231.85
DIRECT UNIT COST D/Quantity 33,231.85

E OCM 12% of D 3,987.82

F PROFIT 8% of D 2,658.55

G VAT 5% of (D+E+F) 1,993.91

H Total Cost (D+E+F+G) 41,872.13
I UNIT COST (H/Quantity) P 41,872.13
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN

Item No. : 1200(5)b Quantity = 17.00

Description : Exhaust Fan (Wall Mounted) Unit = set
Production Output: 4.00 set/hr.
Employing 1 gang
No. of Hours: 4.25 hour(s) say 4.25 hour(s)
No. of Days: 0.53 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) 78.76
A. SUB-TOTAL , EQUIPMENT P 78.76

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 4.25 P 81.30 P 345.53
Skilled 1 1 4.25 58.76 249.73
Unskilled 1 1 4.25 45.25 192.31
B. SUB-TOTAL, LABOR P 787.57

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Wall Mounted Exhaust Fan 17 set 1,500.00 25,500.00

-
C. SUB-TOTAL, MATERIAL P 25,500.00
SUMMARY
A Equipment P 78.76
B Labor 787.57
C Materials 25,500.00
D ESTIMATED DIRECT COST (A+B+C) 26,366.32
DIRECT UNIT COST D/Quantity 1,550.96

E OCM 12% of D 3,163.96

F PROFIT 8% of D 2,109.31
G VAT 5% of (D+E+F) 1,581.98

H Total Cost (D+E+F+G) 33,221.57

I UNIT COST (H/Quantity) P 1,954.21
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN

Item No. : 1200(13)a Quantity = 1.00

Description : Airconditioning (Package/ Split-Type) Unit = LS
Production Output: 1.00 set/hr.
Employing 1 gang 15.00
No. of Hours: 15.00 hour(s) say 15.00 hour(s) set
No. of Days: 1.88 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) 277.97
A. SUB-TOTAL , EQUIPMENT P 277.97

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 15.00 P 81.30 P 1,219.50
Skilled 1 1 15.00 58.76 881.40
Unskilled 1 1 15.00 45.25 678.75
B. SUB-TOTAL, LABOR P 2,779.65

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Split Type ACU, 5TR floor mounted, Inverter Aircon 15 set 250,000.00 3,750,000.00

-
C. SUB-TOTAL, MATERIAL P 3,750,000.00
SUMMARY
A Equipment P 277.97
B Labor 2,779.65
C Materials 3,750,000.00
D ESTIMATED DIRECT COST (A+B+C) 3,753,057.62
DIRECT UNIT COST D/Quantity 3,753,057.62

E OCM 12% of D 450,366.91

F PROFIT 8% of D 300,244.61
G VAT 5% of (D+E+F) 225,183.46

H Total Cost (D+E+F+G) 4,728,852.59

I UNIT COST (H/Quantity) P 4,728,852.59
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN

Item No. : 623 (10) Quantity = 1.00

Description : Panelboard with Main & Branch Breakers Unit = L.S.
Production Output: 0.56 set/hr 12.00
Employing 2 gang sets
No. of Hours: 10.71 hour(s) say 10.75 hour(s)
No. of Days: 1.34 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Minor Tools (10% of Labor Cost) 645.69
A. SUB-TOTAL , EQUIPMENT P 645.69

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
2 gang
Foreman 1 1 17.00 P 81.30 P 1,382.10
Electrician 1 2 17.00 58.76 1,997.84
Laborer 2 4 17.00 45.25 3,077.00
-
B. SUB-TOTAL, LABOR P 6,456.94

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Enclosed Air Circuit Breaker, NEMA 3R Enclosure
1 set 200000.00 200,000.00
1 - 1000AF, 3P, 230V, 750AT, 65 KAIC
Main Distribution Panelboard 1, NEMA 3R Enclosure
Main Circuit Breaker: 1000AF, 3P, 230V, 630AT, 65 KAIC; 8- 100AF,3P,230V,15KAIC, 100AT 1 set 240,000.00 240,000.00
2- 100AF,3P,230V,15KAIC, 75AT
Distribution Panelboard A, Nema 3R Encl.: Main: 100AF, 75AT, 3P, 230V
1 set 33,660.00 33,660.00
8- 50AF, 2P, 230V, 15AT; 8- 50AF, 2P, 230V, 20AT; 2- 50AF, 2P, 230V, 30AT
Distribution Panelboard B, Nema 3R Encl.: Main: 100AF, 75AT, 3P, 230V
1 set 33,660.00 33,660.00
8- 50AF, 2P, 230V, 15AT; 10- 50AF, 2P, 230V, 20AT
Distribution Panelboard B, Nema 3R Encl.: Main: 100AF, 75AT, 3P, 230V 1 set 33,660.00 33,660.00
8- 50AF, 2P, 230V, 15AT; 10- 50AF, 2P, 230V, 20AT
Distribution Panelboard D, Nema 3R Encl.: Main: 100AF, 100AT, 3P, 230V 1 set 33,660.00 33,660.00
8- 50AF, 2P, 230V, 15AT; 9- 50AF, 2P, 230V, 20AT; 1- 50AF, 2P, 230V, 30AT
Power Panelboard 1, Nema 3R Encl.: Main: 100AF, 100AT, 3P, 230V 1 set 36,440.00 36,440.00
6 - 50AF, 2P, 230V,40AT
Power Panelboard 2, Nema 3R Encl.: Main: 100AF, 100AT, 3P, 230V 1 set 21,700.00 21,700.00
6 - 50AF, 2P, 230V,40AT
Power Panelboard 3, Nema 3R Encl.: Main: 100AF, 100AT, 3P, 230V 1 set 21,700.00 21,700.00
6 - 50AF, 2P, 230V,40AT
Power Panelboard 4, Nema 3R Encl.: Main: 100AF, 100AT, 3P, 230V 1 set 21,700.00 21,700.00
6 - 50AF, 2P, 230V,40AT
Power Panelboard 5, Nema 3R Encl.: Main: 100AF, 75AT, 3P, 230V 1 set 21,700.00 21,700.00
6 - 50AF, 2P, 230V, 30AT
Power Panelboard NC , Nema 3R Encl.: Main: 100AF, 75AT, 3P, 230V 1 set 21,700.00 21,700.00
6 - 50AF, 2P, 230V, 30AT
Power Panelboard E, Nema 3R Encl.: Main: 100AF, 100AT, 3P, 230V 1 set 9,186.00 9,186.00
Power Panelboard FPSP, Nema 3R Encl.: Main: 125AF, 3P, 125AT, 230V
1 - 100AF, 3P, 230V, 100AT; 1 - 50AF, 3P, 230V, 40AT 1 set 21,200.00 21,200.00

C. SUB-TOTAL, MATERIAL P 749,966.00

SUMMARY
A Equipment P 645.69
B Labor 6,456.94
C Materials 749,966.00
D ESTIMATED DIRECT COST (A+B+C) 757,068.63
DIRECT UNIT COST D/Quantity 757,068.63

E OCM 12% of D 90,848.24

F PROFIT 8% of D 60,565.49

G VAT 12% of (D+E+F) 109,017.88

H Total Cost (D+E+F+G) 1,017,500.24
I UNIT COST (H/Quantity) P 1,017,500.24
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders
Item No. : 623 (10) Quantity = 1.00
Description : Panelboard with Main & Branch Breakers Unit = L.S.
Production Output: 0.56 set/hr 8.00
Employing 2 gang sets
No. of Hours: 7.14 hour(s) say 7.25 hour(s)
No. of Days: 0.89 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Minor Tools (10% of Labor Cost) 645.69
A. SUB-TOTAL , EQUIPMENT P 645.69

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
2 gang
Foreman 1 1 17.00 P 81.30 P 1,382.10
Electrician 1 2 17.00 58.76 1,997.84
Laborer 2 4 17.00 45.25 3,077.00
-
B. SUB-TOTAL, LABOR P 6,456.94

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Enclosed Air Circuit Breaker, NEMA 3R Enclosure

1 set 200000.00 200,000.00
1 - 1000AF, 3P, 230V, 750AT, 65 KAIC
Main Distribution Panelboard 1, NEMA 3R Enclosure
Main Circuit Breaker: 1000AF, 3P, 230V, 630AT, 65 KAIC; 8- 100AF,3P,230V,15KAIC, 100AT 1 set 240,000.00 240,000.00
2- 100AF,3P,230V,15KAIC, 75AT
Distribution Panelboard A, Nema 3R Encl.: Main: 100AF, 75AT, 3P, 230V
1 set 33,660.00 33,660.00
8- 50AF, 2P, 230V, 15AT; 8- 50AF, 2P, 230V, 20AT; 2- 50AF, 2P, 230V, 30AT
Distribution Panelboard B, Nema 3R Encl.: Main: 100AF, 75AT, 3P, 230V
1 set 33,660.00 33,660.00
8- 50AF, 2P, 230V, 15AT; 10- 50AF, 2P, 230V, 20AT
Distribution Panelboard B, Nema 3R Encl.: Main: 100AF, 75AT, 3P, 230V 1 set 33,660.00 33,660.00
8- 50AF, 2P, 230V, 15AT; 10- 50AF, 2P, 230V, 20AT
Distribution Panelboard D, Nema 3R Encl.: Main: 100AF, 100AT, 3P, 230V 1 set 33,660.00 33,660.00
8- 50AF, 2P, 230V, 15AT; 9- 50AF, 2P, 230V, 20AT; 1- 50AF, 2P, 230V, 30AT
Power Panelboard 1, Nema 3R Encl.: Main: 100AF, 100AT, 3P, 230V 1 set 36,440.00 36,440.00
6 - 50AF, 2P, 230V,40AT
Power Panelboard 2, Nema 3R Encl.: Main: 100AF, 100AT, 3P, 230V 1 set 21,700.00 21,700.00
6 - 50AF, 2P, 230V,40AT
Power Panelboard 3, Nema 3R Encl.: Main: 100AF, 100AT, 3P, 230V 1 set 21,700.00 21,700.00
6 - 50AF, 2P, 230V,40AT

C. SUB-TOTAL, MATERIAL P 654,480.00

SUMMARY
A Equipment P 645.69
B Labor 6,456.94
C Materials 654,480.00
D ESTIMATED DIRECT COST (A+B+C) 661,582.63
DIRECT UNIT COST D/Quantity 661,582.63

E OCM 7% of D 46,310.78
F PROFIT 8% of D 52,926.61
G VAT 7% of (D+E+F) 53,257.40
H Total Cost (D+E+F+G) 814,077.43
I UNIT COST (H/Quantity) P 814,077.43
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders
Item No. : 1201(1) Quantity = 1.00
Description : Water Pumping System Unit = LS
Production
Output: 1.00 set/hr.
Employing 1 gang 1.00
No. of Hours: 1.00 hour(s) say 1.00 hour(s) set
No. of Days: 0.13 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) 18.53
A. SUB-TOTAL , EQUIPMENT P 18.53

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 1.00 P 81.30 P 81.30
Skilled Worker 1 1 1.00 58.76 58.76
Unskilled Worker 1 1 1.00 45.25 45.25
B. SUB-TOTAL, LABOR P 185.31

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

2HP, Booster Pump, 230V, 1Phase, 60Hz 1 set 55,000.00 55,000.00

Water Tank 5951 liters 1 set 109,000.00 109,000.00

-
C. SUB-TOTAL, MATERIAL P 164,000.00
SUMMARY
A Equipment P 18.53
B Labor 185.31
C Materials 164,000.00
D ESTIMATED DIRECT COST (A+B+C) 164,203.84
DIRECT UNIT COST D/Quantity 164,203.84

E OCM 7% of D 11,494.27
F PROFIT 8% of D 13,136.31
G VAT 7% of (D+E+F) 13,218.41
H Total Cost (D+E+F+G) 202,052.83
I UNIT COST (H/Quantity) P 202,052.83
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders
Item No. : 1202(1) Quantity = 1.00
Description : Automatic Fire Sprinkler System Unit = LS
Production Output: 6.00 lin.m/hr
Employing 1 gang 666.00
No. of Hours: 111.00 hour(s) say 111.00 hour(s) lin.m
No. of Days: 13.88 day(s)
A. Name and Capacity of Equipment (Operated) No. of UnitsNo. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) 2,056.94
A. SUB-TOTAL , EQUIPMENT P 2,056.94

B. Designation of Personnel No. of MenNo. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 111.00 P 81.30 P 9,024.30
Skilled 1 1 111.00 58.76 6,522.36
Unskilled 1 1 111.00 45.25 5,022.75
B. SUB-TOTAL, LABOR P 20,569.41

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)
Rigid Steel Conduit, 63mmØ x 3m 8 Length 1,100.00 8,800.00
Rigid Steel Conduit, 32mmØ
RSC elbow, x 3m
63mmØ 8 Length 750.00 6,000.00
RSC elbow, 32mmØ x 90° 8 Pcs. 200.00 1,600.00
x 90°
RSC coupling, 8 Pcs. 130.00 1,040.00
63mmØ
RSC coupling, 8 Pcs. 75.00 600.00
RSC Locknut 32mmØ and 8 Pcs. 50.00 400.00
Bushing,
RSC 63mmØ
Locknut
Grounding and
rod 8 Prs. 50.00 400.00
Bushing,
electrode,32mmØ
copper, 8 Prs. 30.00 240.00
20mmØ x 3000mm 1 Pcs. 1,100.00 1,100.00
Black Iron (BI) Pipe Sched. 40, 4" Ø x 19.7' 30 Length 4,250.00 127,500.00
Black Iron (BI) Pipe Sched. 40, 3" Ø x 19.7' 90 Length 3,200.00 288,000.00
Black Iron (BI) Pipe Sched. 40, 2 1/2" Ø x 19.7' 30 Length 1,800.00 54,000.00
Black Iron (BI) Pipe Sched. 40, 1 1/2" Ø x 19.7' 200 Length 980.00 196,000.00
Black Iron (BI) Pipe Sched.BI40, 1" Ø xelbow,
welded 19.7' 300 Length 550.00 165,000.00
BI welded 4''Øelbow,
x 90° 8 Pcs. 850.00 6,800.00
BI welded3''Ø x 90°2
elbow, 12 Pcs. 680.00 8,160.00
BI1/2''Ø
welded x 90°
tee 10 Pcs. 480.00 4,800.00
reducer,
BI
BI welded
welded 3''Ø
teexS.T.,
4''Ø
coupling 5 Pcs. 850.00 4,250.00
3"Ø3''Ø
reducer,coupling
BI welded x2 12 Pcs. 680.00 8,160.00
reducer, 3"Ø1/2"Øx 5 Pcs. 520.00 2,600.00
1/2"Ø
BI welded flange, 12 Pcs. 520.00 6,240.00
BI welded blind4''Ø 20 Pcs. 800.00 16,000.00
BI weldedflange, 4''Ø
flange, 2 Pcs. 800.00 1,600.00
BI welded flange, 3''Ø2 30 Pcs. 600.00 18,000.00
BI welded flange, 1/2''Ø1 8 Pcs. 400.00 3,200.00
BI threaded tee1/2''Ø
S.T., 8 Pcs. 350.00 2,800.00
BI threaded tee 1 1/2''Ø
S.T., 170 Pcs. 162.00 27,540.00
BI threaded
BI threaded 1''Ø
couplingtee 170 Pcs. 72.00 12,240.00
reducer, 1 1/2"Ø
reducer, 1"Øx 1x 200 Pcs. 168.00 33,600.00
BI threaded coupling1/2"Ø 200 Pcs. 160.00 32,000.00
reducer, 1 1/2"Ø
BI threaded x1
elbow 250 Pcs. 72.00 18,000.00
S.T., 1 1/2''Ø
BI threaded elbow 90 Pcs. 162.00 14,580.00
S.T., 1''Ø 520 Pcs. 82.00 42,640.00
Gate valve, 4"Ø 1 Pc. 3,000.00 3,000.00
Gate valve, 3"Ø 4 Pcs. 2,500.00 10,000.00
Check valve, 4"Ø 1 Pc. 3,200.00 3,200.00
Check
Check valve, 3"Ø
valve, 2 1 Pc. 2,800.00 2,800.00
Check valve,1/2"Ø 1 2 Pc. 1,800.00 3,600.00
1/2"Ø 1 Pc. 1,500.00 1,500.00
Foot valve,
Relief 4"Ø2
valve, 1 Pc. 3,500.00 3,500.00
1/2"Ø 1 Pc. 2,800.00 2,800.00
Ball valve, 2"Ø 2 Pc. 3,500.00 7,000.00
Ball valve, 1 1/2"Ø 2 Pc. 1,800.00 3,600.00
Ball valve, 1"Ø 20 Pc. 900.00 18,000.00
Site glass, 1"Ø 5 Pc. 800.00 4,000.00
Union Patente, 1"Ø 16 Pc. 72.00 1,152.00
Fire hose cabinet 4 Sets 16,000.00 64,000.00
Sprinkler pendent heads, SSU-12θ 200 Pcs. 350.00 70,000.00
Sprinkler sidewallt heads, SSU-12θ 16 Pcs. 350.00 5,600.00

-
C. SUB-TOTAL, MATERIAL P 1,317,642.00
SUMMARY
A Equipment P 2,056.94
B Labor 20,569.41
C Materials 1,317,642.00
D ESTIMATED DIRECT COST (A+B+C) 1,340,268.35
DIRECT UNIT COST D/Quantity 1,340,268.35

E OCM 7% of D 93,818.78
F PROFIT 8% of D 107,221.47
G VAT 7% of (D+E+F) 107,891.60

H Total Cost (D+E+F+G) 1,649,200.21

I UNIT COST (H/Quantity) P 1,649,200.21
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN

Item No. : 1203(1)a Quantity = 1.00

Description : Electric Elevator Unit = LS
Production Output: 0.0180 set/hr.
Employing 1 gang 1.00
No. of Hours: 55.56 hour(s) say 55.75 hour(s) set
No. of Days: 6.97 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) 1,033.10
A. SUB-TOTAL , EQUIPMENT P 1,033.10

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
Foreman 1 55.75 P 81.30 P 4,532.48
Skilled 1 1 55.75 58.76 3,275.87
Unskilled 1 1 55.75 45.25 2,522.69
B. SUB-TOTAL, LABOR P 10,331.03

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Electric Elevator (1,000 kgs; 13 persons Capacity) 1 set 2,303,400.00 2,303,400.00

-
C. SUB-TOTAL, MATERIAL P 2,303,400.00
SUMMARY
A Equipment P 1,033.10
B Labor 10,331.03
C Materials 2,303,400.00
D ESTIMATED DIRECT COST (A+B+C) 2,314,764.14
DIRECT UNIT COST D/Quantity 2,314,764.14

E OCM 12% of D 277,771.70

F PROFIT 8% of D 185,181.13
G VAT 5% of (D+E+F) 138,885.85

H Total Cost (D+E+F+G) 2,916,602.81

I UNIT COST (H/Quantity) P 2,916,602.81
Prepared by: Checked/Submitted by:

MARILYN T. CANAPI EDWIN E. GALANO

Engineering Assistant Engineer III
Planning & Design Division Planning & Design Division
 DETAILED ESTIMATES

Project Name: Major Renovation of BIR RR3 Regional Office Building

Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan
Project Contractor: Four M Builders

Item No. : 1208(1) Quantity = 1.00

Description : Fire Alarm System Unit = LS
Production
Output: 0.55 set/hr.
Employing 1 gang 80.00
No. of Hours: 145.45 hour(s) say 145.50 hour(s) set
No. of Days: 18.19 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) 2,696.26
A. SUB-TOTAL , EQUIPMENT P 2,696.26

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
1 gang
1 145.50 P 81.30 P 11,829.15
Skilled 1 1 145.50 58.76 8,549.58
Unskilled 1 1 145.50 45.25 6,583.88
B. SUB-TOTAL, LABOR P 26,962.61

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Photoelectric Smoke Detector with base 80 Set 2,300.00 184,000.00

Fire Alarm Bell 4 Set 2,400.00 9,600.00
Fire Alarm Control Panel 1 Set 41,000.00 41,000.00
Manual Pull Station Switch 4 Set 2,600.00 10,400.00
Back-up Battery Pack 4 Set 5,000.00 20,000.00
Automatic Voltage Regulator/UPS 1 Set 7,500.00 7,500.00
Loop Expander Module 4 Set 5,000.00 20,000.00
Annunciator Addressable Module 1 Set 23,500.00 23,500.00
Loop Control Module 4 Set 4,500.00 18,000.00
Rigid PVC conduit pipe, 25mmØ x 3m, PVC conduit
thick wall 164 Pcs. 110.00 18,040.00
connector
PVC with
conduit
Rigid PVC conduit pipe, 20mmØ x 3m, thick wall 184 Pcs. 90.00 16,560.00
locknutwith
connector and
bushing, 25mmØ
locknut and 48 Prs. 15.00 720.00
PVC flexible
bushing,
PVC 20mmØ
flexible
conduit connector 184 Prs. 10.00 1,840.00
conduit, 20mmØ
with locknut and 100 mts. 10.00 1,000.00
bushing, 20mmØ 100 Prs. 13.00 1,300.00
Mica tube 50 mts. 24.00 1,200.00
Utility box, metal, deep type 20 Pcs. 30.00 600.00
Octagonal junction box, metal 90 Pcs. 25.00 2,250.00
Square Box, metal 48 Pcs. 70.00 3,360.00
TF Wire 2.0mm2, red 200 Mts. 15.00 3,000.00
TF Wire 2.0mm2, black 200 Mts. 15.00 3,000.00
TF Wire 2.0mm2, green 160 Mts. 15.00 2,400.00
TF Wire 1.5mm2, red 280 Mts. 11.00 3,080.00
TF Wire 1.5mm2, black 280 Mts. 10.00 2,800.00
-
C. SUB-TOTAL, MATERIAL P 395,150.00
SUMMARY
A Equipment P 2,696.26
B Labor 26,962.61
C Materials 395,150.00
D ESTIMATED DIRECT COST (A+B+C) 424,808.87
DIRECT UNIT COST D/Quantity 424,808.87
E OCM 7% of D 29,736.62
F PROFIT 8% of D 33,984.71
G VAT 7% of (D+E+F) 34,197.11
H Total Cost (D+E+F+G) 522,727.31
I UNIT COST (H/Quantity) P 522,727.31
 DETAILED UNIT PRICE ANALYSIS

Project: Major Renovation of BIR RR3 Regional Office Building

Location : REGIONAL GOVERNMENT CENTER, CARIG, TUGUEGARAO CITY, CAGAYAN

Item No. : 1102(18) Quantity = 1.00

Description : Solar Panel with Inverter, Battery, and Other devices Unit = L.S.
Production Output: 4.00 set/hr
Employing 1 gang 117
No. of Hours: 29.25 hour(s) say 29.30 hour(s) set
No. of Days: 3.66 day(s)
A. Name and Capacity of Equipment (Operated) No. of Units No. of Hours Hourly Rate Total Cost (Pesos)
Factor
Minor Tools (10% of Labor Cost) P 675.54
A. SUB-TOTAL , EQUIPMENT P 675.54

B. Designation of Personnel No. of Men No. of Hours Hourly Rate Total Cost (Pesos)
gang 1
Foreman 1 1 29.30 P 81.30 P 2,382.09
Electrician 1 1 29.30 58.76 1,721.67
Laborer 2 2 29.30 45.25 2,651.65

B. SUB-TOTAL, LABOR P 6,755.41

C. Material Name and Description Quantity Unit Unit Cost Total Cost (Pesos)

Solar Panel (265W, polycristalline) 117 set 21,000.00 2,457,000.00

Power Inverter, 3000W 10 set 120,000.00 1,200,000.00
Battery 4 set 88,000.00 352,000.00
Wire/Cables, Electric wire 22mm2, THHN 528 m 175.00 92,400.00
Rigid PVC conduit pipe, 63mmØ x 3m, thick wall 44 lengths 690.00 30,360.00
PVC elbow, 63mmØ x 90°, thick wall 16 pcs 104.00 1,664.00
PVC male threaded adaptor with locknut and bushing, 63mmØ 12 prs 56.00 672.00
Manual Transfer Switch, 100AF, 75AT, 3P, 230V 4 set 50,000.00 200,000.00
Electrical vinyl tape 20 roll 30.00 600.00
Electrical rubberized tape 10 roll 65.00 650.00

C. SUB-TOTAL, MATERIAL P 4,335,346.00

SUMMARY
A Equipment P 675.54
B Labor 6,755.41
C Materials 4,335,346.00
D ESTIMATED DIRECT COST (A+B+C) 4,342,776.95
DIRECT UNIT COST D/Quantity 4,342,776.95

E OCM 12% of D 521,133.23

F PROFIT 8% of D 347,422.16

G VAT 5% of (D+E+F) 260,566.62

H Total Cost (D+E+F+G) 5,471,898.96
I UNIT COST (H/Quantity) P 5,471,898.96
SOIL POISONING
length width no. of fting lit/sq.m
f1 2.2 x 2.2 x 6 x 4.6 = 134
f2 2 x 2 x 33 x 4.6 = 608
f3 1 x 1 x 8 x 4.6 = 37
779
say 780 liters

WATER PROOFING
Length(plus 300mm high to wall width(plus 300mm high to wall
Roof Deck 28.6 x 16.6 = 474.76
Porch Roof 4.13 x 6.05 = 25.00
499.76465 sq.m.

PREPAINTED METAL SHEETS

length x width
deck roof 10.8 x 6.8 = 73.44
Power House Roof 6 6 = 36
CR Roof 7.4 6.3 = 46.62
156 sq.m

CEILING
length x width
ground floor 28 x 16 = 448
second 28 x 16 = 448
third 28 x 16 = 448
1344 sq.m

SEPTIC TANK
RC CONCRETE
wall footing 16 x 0.4 x 0.2 = 1.28
lintel beam 16 x 0.15 x 0.25 = 0.6
suspended slab 2 x 6 x 0.125 = 1.5
sof 2 x 6 x 0.2 = 2.4
5.78
say 6 cu.m.

CHB
16 x 1.8 x = 28.8
2x 1.8 x = 3.6
32 sq.m
 Back Up Computations
A.EARTHWORKS
a. EXCAVATION
width length depth quantity
f1 2.2 x 2.2 x 1.8 x 6 = 52.272
f2 2 x 2 x 1.8 x 33 = 237.6
f3(pwrhs) 1 x 1 x 1.2 x 8 = 9.6
wf-1 0.4 x 91.2 x 0.35 x 1 = 12.768
tb-1 0.3 x 255 x 0.4 x 1 = 30.6
Septic 2 x 6 x 2 x 1 = 24
CB 0.5 x 0.5 x 0.5 x 18 = 2.25
369.09 cu.m.
Embankment from structure excavation incl. compaction(80% of total structure excavation)= 274.272 cu.m.
(Note: excludes excavation for septic tank and chb)

b. EMBANKMENT FROM BORROW

width length depth 25% compaction
16 x 28 x 0.4 x 1.25 = 224
3.4 x 6.75 x 0.3 x 1.25 = 8.60625
2 x 11.4 x 0.4 x 2.25 = 20.52
1.4 (area of ramp) x 1.2 x 1.25 = 2.1
255.2263 cu.m.
(excess in embankment from structure excavation) - 94.818 cu.m.
160.4083 cu.m.
c. GRAVEL BEDDING
width length thickness quantity
f1 2.2 x 2.2 x 0.1 x 6 = 2.904
f2 2 x 2 x 0.1 x 33 = 13.2
f3 1 x 1 x 0.1 x 8 = 0.8
wf-1 0.4 x 91.2 x 0.05 x 1 = 1.824
tb1 0.3 x 255 x 0.05 x 1 = 3.825
sof 470.95 (total area of sof) x 0.05 x 1 = 23.5475
12.5125 (total a of sof of power house) 0.05 x 2 = 1.25125
47.35175 cu.m

B. REINFORCED CONCRETE WORKS

a1. REINFORCED CONCRETE SLAB ON FILL
width length thickness
sof 16 x 28 x 0.1 = 44.8 cu.m.
sof 3.4 x 6.75 x 0.1 = 2.295 cu.m.
sof pwrhs 3.5 x 3.575 x 0.1 = 1.25125 cu.m.
sof cr 3.95 x 5.3 x 0.1 = 2.0935 cu.m.
stair 0.3 x 7.5 x 0.1 = 0.225 cu.m.
sof outdoor 2 x 11.4 x 0.1 = 2.28 cu.m.
RAMP 6 (total area of ramp) x 0.1 = 0.6 cu.m.
TOTAL= 53.54475 cu.m.

a2. REINFORCING STEEL BAR OF SLAB ON FILL

area (sq.m) PC./SQ.M
sof 31.88 x 1.05 = 34 PCS 10mmø X6mRSB
sof 26 x 1.05 = 28 PCS 10mmø X6mRSB
sof 12.5125 x 1.05 = 14 PCS 10mmø X6mRSB
sof 22.8 x 2.05 = 47 PCS 10mmø X6mRSB
ramp 6 x 1.05 = 7 PCS 10mmø X6mRSB
stair 14.12 x 1.05 = 15 PCS 10mmø X6mRSB
145 PCS 10mmø X6mRSB

b1. REINFORCED CONCRETE FOOTING

width length depth quantities
f1 2.2 x 2.2 x 0.4 x 6 = 11.616
f2 2 x 2 x 0.4 x 33 = 52.8
f3 1 x 1 x 0.3 x 8 = 2.4
66.816 cu.m.
 b2. REINFORCING STEEL BAR OF FOOTING
Rebar 1 Rebar 1 length L OF RSB TO BE USED no. of footing
f1 12 + 12 x 2.2 ÷ 6 x 6 = 53 20mmØ
f2 11 + 11 x 2 ÷ 6 x 33 = 242 20mmØ
f3 7 + 7 x 1 ÷ 6 x 8 = 19 16mmØ
295 20mmØ
19 16mmØ

c1. REINFORCED CONCRETE COLUMN

width length height quantities
column 1 0.5 x 0.5 x 12.95 x 3 = 9.7125 cu.m
0.5 x 0.5 x 11.9 x 3 = 8.925 cu.m
column 2 0.4 x 0.4 x 12.95 x 17 = 35.224 cu.m
0.4 x 0.4 x 13.9 x 6 = 13.344 cu.m
0.4 x 0.4 x 11.9 x 8 = 15.232 cu.m
0.4 x 0.4 x 5.4 x 2 = 1.728 cu.m
column 3 1 x 1 x 3.8 x 8 = 30.4 cu.m
114.5655 cu.m
c2. REINFORCING STEEL BAR OF COLUMN
NO. OF PCS/COL length LENGTH OF RSB TO BE USED quantities
column 1 12 x 12.95 ÷ 6 x 3= 78
12 x 11.9 ÷ 6 x 3= 72
150 pcs 20mmØx6m RSB
column 2 10 x 12.95 ÷ 6 x 17 = 374
10 x 13.9 ÷ 6 x 6= 144
10 x 11.9 ÷ 6 x 8= 160
10 x 5.4 ÷ 6 x 2= 18
696 pcs 20mmØx6m RSB
column 3 4 x 3.8 ÷ 6 x 8= 24
24 pcs 16mmØx6m RSB
NO. OF TIES LENGTH LENGTH OF RSB TO BE USED
col(A) 1 tie 1 108 x 2 ÷ 6 x 3= 108 PCS 10mmø X6mRSB
col(A) 1 tie 2 108 x 1.1 ÷ 6 x 3= 60 PCS 10mmø X6mRSB
col(A) 1 tie3 108 x 1.1 ÷ 6 x 3= 60 PCS 10mmø X6mRSB
col(B) 1 tie 1 100 x 2 ÷ 6 x 3= 102 PCS 10mmø X6mRSB
col(B) 1 tie 2 100 x 1.1 ÷ 6 x 3= 57 PCS 10mmø X6mRSB
col(B) 1 tie3 100 x 1.1 ÷ 6 x 3= 57 PCS 10mmø X6mRSB
col(A) 2 tie 1 108 x 1.6 ÷ 6 x 17 = 493 PCS 10mmø X6mRSB
col(A) 2 tie 2 108 x 0.9 ÷ 6 x 17 = 289 PCS 10mmø X6mRSB
col(A) 2 tie3 108 x 0.5 ÷ 6 x 17 = 153 PCS 10mmø X6mRSB
col(B) 2 tie 1 116 x 1.6 ÷ 6 x 6= 186 PCS 10mmø X6mRSB
col(B) 2 tie 2 116 x 0.9 ÷ 6 x 6= 108 PCS 10mmø X6mRSB
col(B) 2 tie3 116 x 0.5 ÷ 6 x 6= 60 PCS 10mmø X6mRSB
col(B) 2 tie 1 100 x 1.6 ÷ 6 x 8= 216 PCS 10mmø X6mRSB
col(B) 2 tie 2 100 x 0.9 ÷ 6 x 8= 120 PCS 10mmø X6mRSB
col(B) 2 tie3 100 x 0.5 ÷ 6 x 8= 72 PCS 10mmø X6mRSB
col(B) 2 tie 1 45 x 1.6 ÷ 6 x 2= 24 PCS 10mmø X6mRSB
col(B) 2 tie 2 45 x 0.9 ÷ 6 x 2= 14 PCS 10mmø X6mRSB
col(B) 2 tie3 45 x 0.5 ÷ 6 x 2= 8 PCS 10mmø X6mRSB
column 3 tie 1 32 x 1.2 ÷ 6 x 8= 56 PCS 10mmø X6mRSB
2243 PCS 10mmø X6mRSB
d1. REINFORCED CONCRETE WALL FOOTING/TIE BEAM
length width depth quantities
tb1 255 x 0.3 x 0.4 x 1 = 30.6 cu.m
wf-1 91.2 x 0.4 x 0.35 x 1 = 12.768 cu.m
stair 1wf 2 x 0.5 x 0.25 x 1 = 0.25 cu.m
43.618 cu.m
 d2. REINFORCED STEEL BAR OF WALL FOOTING/TIE BEAM
no. of reinf. length LENGTH OF RSB TO BE USED quantities
tb1 4 x 255 ÷ 6 x 1= 170 PCS 20mmø X6mRSB
2 x 255 ÷ 6 x 1= 85 PCS 12mmø X6mRSB
wf-1 3 x 91.2 ÷ 6 x 1= 46 PCS 10mmø X6mRSB
stair 1wf 3 x 2.05 ÷ 6 x 1= 2 PCS 10mmø X6mRSB
dowel 9 x 3 ÷ 6 x 1= 5 PCS 16mmø X6mRSB
5 PCS 16mmø X6mRSB
170 PCS 20mmø X6mRSB
48 PCS 10mmø X6mRSB
85 PCS 12mmø X6mRSB
NO. OF STIRRUPS LENGTH LENGTH OF RSB TO BE USED
tb1 1700 x 1.4 ÷ 6 x 1 = 397 PCS 10mmø X6mRSB
wf-1 229 x 0.4 ÷ 6 x 1 = 16 PCS 12mmø X6mRSB
stair 1wf 9 x 0.4 ÷ 6 x 1 = 1 PCS 10mmø X6mRSB
398 PCS 10mmø X6mRSB
16 PCS 12mmø X6mRSB
e1. REINFORCED CONCRETE BEAM
2nd floor length width depth quantities
b-1 24 x 0.35 x 0.65 x 1 = 5.46 cu.m
b-2 78 x 0.3 x 0.5 x 1 = 11.7 cu.m
b-3 166 x 0.3 x 0.45 x 1 = 22.41 cu.m
cb 6 x 0.3 x 0.45 x 1 = 0.81 cu.m
sb 6 x 0.15 x 0.4 x 1 = 0.36 cu.m
3rd floor length width depth quantities
b-1 24 x 0.35 x 0.65 x 1 = 5.46 cu.m
b-2 78 x 0.3 x 0.5 x 1 = 11.7 cu.m
b-3 166 x 0.3 x 0.45 x 1 = 22.41 cu.m
cb 6 x 0.3 x 0.45 x 1 = 0.81 cu.m
sb 6 x 0.15 x 0.4 x 1 = 0.36 cu.m
3rd floor length width depth quantities
b-1 24 x 0.35 x 0.65 x 1 = 5.46 cu.m
b-2 78 x 0.3 x 0.5 x 1 = 11.7 cu.m
b-3 166 x 0.3 x 0.45 x 1 = 22.41 cu.m
cb 6 x 0.3 x 0.45 x 1 = 0.81 cu.m
sb 6 x 0.15 x 0.4 x 1 = 0.36 cu.m
rb 56.65 x 0.3 x 0.35 x 1 = 5.95 cu.m
128.1683 cu.m
e2. REINFORCING STEEL BEAM
no. of reinf. length LENGTH OF RSB TO BE USED quantities
2nd floor
b-1 10 x 24 ÷ 6 x 1 = 40 PCS 20mmø X6mRSB
2 x 24 ÷ 6 x 1 = 8 PCS 12mmø X6mRSB
b-2 8 x 78 ÷ 6 x 1 = 104 PCS 20mmø X6mRSB
2 x 78 ÷ 6 x 1 = 26 PCS 12mmø X6mRSB
b-3 5 x 166 ÷ 6 x 1 = 139 PCS 20mmø X6mRSB
2 x 166 ÷ 6 x 1 = 56 PCS 12mmø X6mRSB
cb 5 x 6 ÷ 6 x 1 = 5 PCS 20mmø X6mRSB
2 x 6 ÷ 6 x 1 = 2 PCS 12mmø X6mRSB
sb 4 x 6 ÷ 6 x 1 = 4 PCS 16mmø X6mRSB
3rd floor
b-1 10 x 24 ÷ 6 x 1 = 40 PCS 20mmø X6mRSB
2 x 24 ÷ 6 x 1 = 8 PCS 12mmø X6mRSB
b-2 8 x 78 ÷ 6 x 1 = 104 PCS 20mmø X6mRSB
2 x 78 ÷ 6 x 1 = 26 PCS 12mmø X6mRSB
b-3 5 x 166 ÷ 6 x 1 = 139 PCS 20mmø X6mRSB
2 x 166 ÷ 6 x 1 = 56 PCS 12mmø X6mRSB
cb 5 x 6 ÷ 6 x 1 = 5 PCS 20mmø X6mRSB
2 x 6 ÷ 6 x 1 = 2 PCS 12mmø X6mRSB
sb 4 x 6 ÷ 6 x 1 = 4 PCS 16mmø X6mRSB
4th floor
b-1 10 x 24 ÷ 6 x 1 = 40 PCS 20mmø X6mRSB
2 x 24 ÷ 6 x 1 = 8 PCS 12mmø X6mRSB
b-2 8 x 78 ÷ 6 x 1 = 104 PCS 20mmø X6mRSB
2 x 78 ÷ 6 x 1 = 26 PCS 12mmø X6mRSB
b-3 5 x 166 ÷ 6 x 1 = 139 PCS 20mmø X6mRSB
2 x 166 ÷ 6 x 1 = 56 PCS 12mmø X6mRSB
 cb 5 x 6 ÷ 6 x 1 = 5 PCS 20mmø X6mRSB
2 x 6 ÷ 6 x 1 = 2 PCS 12mmø X6mRSB
sb 4 x 6 ÷ 6 x 1 = 4 PCS 16mmø X6mRSB
rb 4 x 56.65 ÷ 6 x 1 = 38 PCS 16mmø X6mRSB
2 x 56.65 ÷ 7 x 2 = 33 PCS 12mmø X6mRSB
total 864 PCS 20mmø X6mRSB
total 50 PCS 16mmø X6mRSB
total 309 PCS 12mmø X6mRSB
FOR STIRRUPS
NO. OF STIRRUPS LENGTH LENGTH OF RSB TO BE USED
b-1 515 x 2 ÷ 6 = 172
b-2 1672 x 1.6 ÷ 6 = 446
b3 3558 x 1.5 ÷ 6 = 890
b-3 1510 x 1.5 ÷ 6 = 378
cb 129 x 1.5 ÷ 6 = 33
sb 18 x 1.1 ÷ 6 = 4
rb 1214 x 1.3 ÷ 6 = 264
2187 10mmØ RSB
e1. REINFORCED CONCRETE SUSPENDED SLAB
S-1 2nd flr width length thickness quantities
area1 16 x 28 x 0.12 x 1 = 53.76
area2 3.4 x 6.75 x 0.12 x 1 = 2.754
area3 1.5 x 3 x 1.12 x 2 = 5.04
S-1 3rd flr x 1
area1 16 x 28 x 0.12 x 1 = 53.76
area2 1.5 x 3 x 1.12 x 2 = 5.04
S-1 4th flr x 1
area1 16 x 28 x 0.12 x 1 = 53.76
area2 1.5 x 3 x 1.12 x 2 = 5.04
STAIR area width quantities
stair 1 2.18 x 2 x 3 = 13.08
192.234 cu.m.

e2. REINFORCING STEEL SUSPENDED SLAB

S-1 2nd flr width length pcs of rsb/sq.m quantities
area1 16 x 28 x 4.17 x 1 = 1869
area2 3.4 x 6.75 x 4.17 x 1 = 96
area 3 1.5 x 3 x 4.17 x 2 = 38
12mmØ Cut Bars bet. bent bars = 171
S-1 3rd flr width length pcs of rsb/sq.m quantities
area1 16 x 28 x 4.17 x 1 = 1869
area 2 1.5 x 3 x 4.17 x 2 = 38
12mmØ Cut Bars bet. bent bars = 164
S-1 4th flr width length pcs of rsb/sq.m quantities
area1 16 x 28 x 4.17 x 1 = 1869
area 2 1.5 x 3 x 4.17 x 2 = 38
12mmØ Cut Bars bet. bent bars = 164
6316 PCS 12mmø X6mRSB
stair 1
width spacing length length of rsb to use quantities
2 ÷ 0.15 x 1.5 ÷ 6 x 12 = 40 16mmØ RSB
2 ÷ 0.2 x 7 ÷ 6 x 6 = 70 10mmØ RSB
2 ÷ 0.2 x 3 ÷ 6 x 6 = 60 10mmØ RSB
nosing 18 x 2 ÷ 6 x 6 = 72 12mmØ RSB
length width pcs of rsb/sq.m
landing 4 x 2 x 4.7 x 3 = 113 10mmØ RSB
40 16mmØ RSB
243 10mmØ RSB
72 12mmØ RSB
SUMMARY OF RSB
GRADE 40
TOTAL PCS of rsb LENGTH KG./M
12mm 6798 x 6 0.888 = 36219.74 KGS
10mm 5264 x 6 0.616 = 19455.74 KGS
16mm 114 x 6 1.579 = 1080.036 KGS
20mm 2175 x 6 2.466 = 32181.3 KGS
88936.82 kgs
 C. FINISHING AND OTHER CIVIL WORKS
a. MASONRY WORKS
LENGTH HEIGHT
150mm THICK CHB (EXTERIOR)
GROUND 88.7 x 4.4 = 390.28
2ND 88.7 x 3.5 = 310.45
3RD 88.7 x 3= 266.1
DECK 88.7 x 1.3 = 115.31
1082.14
̶ - 273.39 (area of fenestrations in ext. wall)
808.75 SQ.M 150mm thick chb
100mm THICK CHB (INTERIOR AND GROUND FLR. STAIR & CR)
GROUND 136.724 x 3.5 = 478.534
PORCH 7.8 x 0.9 = 7.02
STAIR 0.4 x 3.4 = 1.36
STAIR 0.2 x 3.4 = 0.68
RAMP 0.4 x 4= 1.6
CR 27.8 x 3.2 = 88.96
wlkway 15.4 x 0.6 = 9.24
2ND 93.9 x 3.5 = 328.65
3RD 130.5 X 3= 391.5
DECK 22 X 2.4 = 52.8
CHB box 21.2 x 12.65 = 268.18
for columns
for façade 11 x 0.95 = 10.45
1638.974
- 194.735 (area of fenestrations in int. wall)
1444.239 SQ.M 100mm thick chb
b. PLASTERING WORKS
LENGTH HEIGHT
for 150mm chb
GROUND 88.7 x 4= 354.8
2ND 88.7 x 3.5 = 310.45
3RD 88.7 x 3= 266.1
DECK 88.7 x 1.3 = 115.31
1046.66
̶ - 273.39 (area of fenestrations in ext. wall)
773.27 SQ.M
x 2 sides= 1546.54 sq.m
for 100mm chb
GROUND 136.724 x 3.5 = 478.534
PORCH 7.8 x 0.5 = 3.9
STAIR 0.4 x 3.4 = 1.36
STAIR 0.2 x 3.4 = 0.68
RAMP 0.4 x 4= 1.6
CR 27.8 x 3.2 = 88.96
wlkway 15.4 x 0.6 = 9.24
2ND 93.9 x 3.5 = 328.65
3RD 130.5 X 3= 391.5
DECK 22 X 1.3 = 28.6
1333.024
- 194.735 (area of fenestrations in int. wall)
1138.289 SQ.M
x 2 sides= 2276.578 sq.m
Bottom of suspended slab
428 sqm x 3= 1284
TOTAL OF PLASTERING WORKS = 5107.118 sq.m
I. Fire Exit Steel

A.Stringers
Length of stringer/flr quantity
7.5 x 12 x = 90
1 x 3 x = 3
93
÷ (length of steel to use) 6
15.5 pcs HD
total kilograms = 876.06 kgs

B. Diagonal Support HD
Length of support
1.5 x 12 = 18
÷ (length of steel to use) 6
3
total kilograms = 169.56 kgs

kilograms of steel plate = 50.868 kgs

C. Landing
Area quantity
3.36 x 3 = 10.08
1.32 x 3 = 3.96
14.04
Total kgs of 5.2mm thick plate = 661.284 kgs

D. Landing Support
Angle Bar
7.6 x 3 = 22.8
4 x 3 = 12
34.8
÷ (length of steel to use) 6
6
total kgs of 2" x 2" x 6mm thick Angle bar = 160.92

Channel Steel
9.6 x 3 = 28.8
3 x 3 = 9
37.8
÷ (length of steel to use) 6
7
kgs of 2" x 4" x 6mm thick Channel bar = 395.64

E. Hanger
2 pcs 2"x4"x6mm thick Channel Bar
total kgs = 226.08 kgs

F. Steps
no. of steps area
53 x 0.36 = 19.08

total kgs = 898.668 kgs

Support
53 x 1.2 = 63.6
÷ (length of steel to use) 6
 11
total kgs od 2"x2"x6mm = 295.02
II. Steel Trusses
A.Total length of bot. and top chord
90 ÷ 6 = 15
Total of L75mmx75mmx6mmx6m= 15 pcs

B. Total length of web members

72 ÷ 6 = 12
Total of L75mmx75mmx6mmx6m= 12 pcs

C. Total length of C-purlins

288 ÷ 6 = 48
Total of LC100mmx50mmx15mmxGA#18x6m= 48 pcs

D. C steel Fascia
156 ÷ 6 = 26
Total of LC100mmx50mmx15mmxGA#18x6m= 26 pcs

E. Gusset Plates
Quantity kg/plate
36 x 1.884 = 67.824 kgs
F. Base plate
Quantity kg/plate
12 x 8.478 = 101.736 kgs
G. Steel Plate
12 x 3.768 = 45.216 kgs
 e. SCHEDULE OF DOORS AND WINDOWS
HEIGHT WIDTH SETS
D-1 2.2 x 3 x 1 = 6.6 GLASS
D-2 2.2 x 2.5 x 2 = 11 GLASS
D-3 2.15 x 1.7 x 3 = 10.965 WOOD
D-4 2.15 x 1.5 x 5 = 16.125 WOOD
D-5 2.15 x 1 x 2 = 4.3 WOOD
D-6 2.15 x 0.9 x 27 = 52.245 WOOD
D-7 2.15 x 0.8 x 10 = 17.2 WOOD
D-8 2.15 x 0.7 x 8 = 12.04 pvc
D-9 2.2 x 4 x 2 = 17.6 GLASS

HEIGHT WIDTH SETS

W-1 1.2 x 4.5 x 8 = 43.2
W-2 1.2 x 3.5 x 27 = 113.4
W-3 1.2 x 3.25 x 6 = 23.4
W-4 1.2 x 3 x 5 = 18
W-5 1.2 x 3 x 5 +1.3 = 19.3
W-6 1.2 x 2.5 x 6 = 18
W-7 1.2 x 1 x 4 = 4.8
W-8 0.5 x 4.5 x 1 = 2.25
W-9 0.5 x 2 x 4 = 4
W-10 1.2 x 7 x 1 = 8.4
W-11 1.2 x 3 x 7 = 25.2
W-12 1.2 x 6 x 10 = 72
W-13 0.5 x 6 x 1 = 3
 h. METAL WORKS
AREA BASIS FOR OUTPUT/lin.m
perimeter/length height
balcony 26.25 x 0.9 = 23.625 sq.m
stair 1 19 x 0.9 = 17.1 sq.m 29.25
6 x 0.9 5.4 sq.m
stair 2 19.5 x 0.9 = 17.55 sq.m
14.4 x 0.9 = 12.96 sq.m
ramp 16.2 x 0.75 = 12.15 sq.m
ladder 1 x 3.2 = 3.2 sq.m
91.985 sq.m

DETAILED BREAKDOWN OF COMPONENTS

stair 1
25mm
36 x 0.6 = 21.6 ÷ 6 = 3.6
48 x 0.7 = 33.6 ÷ 6 = 5.7
6 x 0.2 = 1.2 ÷ 6 = 0.3
2 x 2.2 = 4.4 ÷ 6 = 0.9
10.5

50mm
12 x 0.9 = 10.8 ÷ 6 = 1.8
6 x 0.3 = 1.8 ÷ 6 = 0.3
6 x 3 = 18 ÷ 6 = 3
6 x 3 = 18 ÷ 6 = 3
2 x 2.3 = 4.6 ÷ 6 = 0.9
2 x 0.9 = 1.8 ÷ 6 = 0.3
9.3
stair 2 and balcony and ladder
25mm
180 x 0.9 = 162 ÷ 6 = 27
126 x 0.9 = 113.4 ÷ 6 = 18.9
54 x 0.9 = 48.6 ÷ 6 = 8.1
54
50mm
6 x 3 = 18 ÷ 6 = 3
6 x 6 = 36 ÷ 6 = 6
6 x 6 = 36 ÷ 6 = 6
2 33.6 = 67.2 ÷ 6 = 11.4
2 x 12.6 = 25.2 ÷ 6 = 4.2
30.6
RAMP
38mm
4 x 18.5 = 74 ÷ 6 = 12.6
8 x 0.9 = 7.2 ÷ 6 = 1.2
13.8
kg/m
total 25mmØ gi pipe = 65 x 2.5 = 975
total 50mmØ gi pipe = 40 x 5.44 = 1305.6
total 38mmØ gi pipe = 14 x 4.05 = 340.2
2620.8 kgs
 REGION II
FORM ABC-2015-02-00

PROPOSED NATIONAL TELECOMUNICATIONS COMMISSION REGIONAL OFFICE 02

REGIONAL GOVERNMENT CENTER, TUGUEGARAO CITY, CAGAYAN

SUMMARY OF APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 300CD
ESTIMATED DIRECT TOTAL MARK-UP
ITEM NO. DESCRIPTION 5% VAT TOTAL INDIRECT COST TOTAL COST
COST % VALUE
AS EVALUATED
PART I. FACILITIES FOR THE ENGINEER
AS SUBMITTED 364,998.00 29,199.84 19,709.89 48,909.73 413,907.73
AS EVALUATED
PART II. OTHER GENERAL REQUIREMENTS
AS SUBMITTED 551,761.89 30,082.23 37,813.09 67,895.32 619,657.21
CIVIL, MECHANICAL, ELECTRICAL AND AS EVALUATED
PART III.
SANITARY/PLUMBING WORKS AS SUBMITTED
AS EVALUATED
PART A EARTHWORKS
AS SUBMITTED Err:509 Err:509 Err:509 Err:509 Err:509
AS EVALUATED
PART B PLAIN AND REINFORCED CONCRETE WORK
AS SUBMITTED Err:509 Err:509 Err:509 Err:509 Err:509
AS EVALUATED
PART C. FINISHINGS AND OTHER CIVIL WORKS
AS SUBMITTED #REF! #REF! #REF! #REF! #REF!
AS EVALUATED
PART D ELECTRICAL WORKS
AS SUBMITTED #REF! #REF! #REF! #REF! #REF!
AS EVALUATED
GRAND TOTAL
AS SUBMITTED #REF! #REF! #REF! #REF! #REF!

Preparation and Submission: Evaluation: Approval:

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

BENJAMIN G. CASIBANG EDWIN E. GALANO JAIME P CATOLOS , JR. Engr. NELSON C. DAQUIOAG ALEXANDER D NOLA, CESO IV MELANIO C BRIOSOS, CESO III
ARCHITECT II Engineer II OIC, Planning and Design Division OIC,Regional Director, NTC R02 Assistant Regional Director Regional Director
Planning and Design Division
 REGION II
FORM POW-2015-02A-00

PROPOSED NATIONAL TELECOMUNICATIONS COMMISSION REGIONAL OFFICE 02

REGIONAL GOVERNMENT CENTER, CARIG SUR, TUGUEGARAO CITY, CAGAYAN
APPROVED BUDGET FOR THE CONTRACT
Contract Duration : 300 CD
TOTAL DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QTY UNIT 5% VAT TOTAL COST UNIT COST
COST % VALUE COST
PART I. FACILITIES FOR THE ENGINEER
AS EVALUATED
Err:509 Err:509
AS SUBMITTED 10.00 200,000.00 8% 16,000.00 10,800.00 26,800.00 226,800.00 22,680.00
AS EVALUATED - - - - - -
Err:509 Err:509
AS SUBMITTED 10.00 164,998.00 8% 13,199.84 8,909.89 22,109.73 187,107.73 18,710.77
AS EVALUATED
Total of Part A
AS SUBMITTED 364,998.00 29,199.84 19,709.89 48,909.73 413,907.73
PART II. OTHER GENERAL REQUIREMENTS
AS EVALUATED
B.5 Project Billboard
AS SUBMITTED 4.00 each 19,748.19 20% 2,962.23 1,589.73 4,551.96 24,300.15 6,075.04
AS EVALUATED - - - - - -
B.7 Health and Safety Program
AS SUBMITTED 5.00 mos. 203,999.99 8% 16,320.00 15,422.40 31,742.40 235,742.39 47,148.48
AS EVALUATED - - - - - -
B.9 Mobilization/ Demobilization
AS SUBMITTED 1.00 L.S. 193,013.71 0% - 13,510.96 13,510.96 206,524.67 206,524.67
AS EVALUATED - - - - - -
Err:509 Err:509
AS SUBMITTED 1.00 L.S. 135,000.00 8% 10,800.00 7,290.00 18,090.00 153,090.00 153,090.00
AS EVALUATED
TOTAL OF PART B
AS SUBMITTED 551,761.89 30,082.23 37,813.09 67,895.32 619,657.21
PART III. CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING WORKS
PART A EARTHWORKS
Removal of Actual Structures and Obstruction(Existing AS EVALUATED
801(1)a
Windows)(140 sq.m) AS SUBMITTED 1.00 sq.m. 174,825.70 20% 26,223.86 14,073.47 40,297.32 215,123.02 215,123.02
Structure Excavation(Exterior Walls, Entrance AS EVALUATED - - - - - -
803(1)a
Canopy,Flagpole Platform) AS SUBMITTED 11.00 cu.m. 3,461.82 20% 519.27 278.68 797.95 4,259.77 387.25
AS EVALUATED - - - - - -
804(1)a Embankment(from structure excavation)
AS SUBMITTED 3.00 cu.m. 97.03 20% 14.55 7.81 22.37 119.40 39.80
AS EVALUATED - - - - - -
Err:509 Err:509
AS SUBMITTED Err:509 Err:509 Err:509 20% Err:509 Err:509 Err:509 Err:509 Err:509
AS EVALUATED - - - - - -
804(4) Gravel Fill
AS SUBMITTED 5.00 cu.m. 2,708.19 20% 406.23 218.01 624.24 3,332.43 666.49
AS EVALUATED
TOTAL OF PART A
AS SUBMITTED Err:509 Err:509 Err:509 Err:509 Err:509
Preparation and Submission: Evaluation: Approval:
Prepared by: Checked/Submitted by: Reviewed as to Unit Cost: Concurred by: Recommending Approval: Approved:
.

BENJAMIN G. CASIBANG EDWIN E. GALANO JAIME P. CATOLOS, JR. ENGR. NELSON C. DAQUIOAG ALEXANDER D. NOLA, CESO IV MELANIO C. BRIOSOS, CESO III
ARCHITECT II Engineer II OIC-Planning and Design Division Regional Director, NTC R02 Assistant Regional Director Regional Director
Planning and Design Division
 REGION II
FORM POW-2015-02A-00

PROPOSED NATIONAL TELECOMUNICATIONS COMMISSION REGIONAL OFFICE 02

REGIONAL GOVERNMENT CENTER, CARIG SUR, TUGUEGARAO CITY, CAGAYAN

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 300 CD
TOTAL DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QTY UNIT 5% VAT TOTAL COST UNIT COST
COST % VALUE COST
PART B PLAIN AND REINFORCED CONCRETE WORK
AS EVALUATED
Err:509 Err:509
AS SUBMITTED 150.00 Err:509 652,494.45 20% 97,874.17 52,525.80 150,399.97 802,894.42 5,352.63
AS EVALUATED - - - - - -
Err:509 Err:509
AS SUBMITTED Err:509 Err:509 Err:509 20% Err:509 Err:509 Err:509 Err:509 Err:509
AS EVALUATED - - - - - -
Err:509 Err:509
AS SUBMITTED Err:509 Err:509 Err:509 20% Err:509 Err:509 Err:509 Err:509 Err:509
AS EVALUATED - - - - - -
Err:509 Err:509
AS SUBMITTED Err:509 Err:509 Err:509 20% Err:509 Err:509 Err:509 Err:509 Err:509
AS EVALUATED - - - - - -
Err:509 Err:509
AS SUBMITTED Err:509 Err:509 Err:509 20% Err:509 Err:509 Err:509 Err:509 Err:509
AS EVALUATED - - - - - -
902(1)a Reinforcing Steel (Deformed) Grade 40
AS SUBMITTED 780.00 kgs. 42,318.25 20% 6,347.74 3,406.62 9,754.36 52,072.60 66.76
AS EVALUATED - - - - - -
Err:509 Err:509
AS SUBMITTED #REF! Err:509 #REF! 20% #REF! #REF! #REF! #REF! #REF!
AS EVALUATED
TOTAL OF PART B
AS SUBMITTED Err:509 Err:509 Err:509 Err:509 Err:509
PART C. FINISHINGS AND OTHER CIVIL WORKS
AS EVALUATED - -
Err:509 Err:509
AS SUBMITTED 1,405.72 Err:509 826,332.25 20% 165,266.45 49,579.93 214,846.38 1,041,178.63 740.67
AS EVALUATED - - - - - - -
1046(2)a1 150 mm CHB Non-Load Bearing (including Reinforcing Bar)
AS SUBMITTED 1,050.00 sq.m. 955,838.63 20% 143,375.79 76,945.01 220,320.80 1,176,159.43 1,120.15
AS EVALUATED - - - - - - -
1003(1)a1 Flat Ceiling
AS SUBMITTED 2,587.20 sq.m. 1,747,478.98 20% 262,121.85 140,672.06 402,793.90 2,150,272.88 831.12
AS EVALUATED - - - - - - -
Err:509 Err:509
AS SUBMITTED #REF! sq.m. #REF! 8% #REF! #REF! #REF! #REF! #REF!
AS EVALUATED - - - - - - -
Err:509 Bricks
AS SUBMITTED #REF! L.S. #REF! 8% #REF! #REF! #REF! #REF! #REF!
AS EVALUATED - - - - - - -
Err:509 Err:509
AS SUBMITTED 1.00 Err:509 217,304.00 20% 17,384.32 11,734.42 29,118.74 246,422.74 246,422.74
AS EVALUATED - - - - - - -
Err:509 Err:509
AS SUBMITTED #REF! sq.m. #REF! 20% #REF! #REF! #REF! #REF! #REF!
AS EVALUATED - - - - - - -
1016(1)a Err:509
AS SUBMITTED 1.00 Err:509 67,188.80 8% 10,078.32 5,408.70 15,487.02 82,675.82 82,675.82
AS EVALUATED - - - - - - -
Err:509 Water Proofing(4 coats)
AS SUBMITTED 1,050.00 sq.m. 161,641.97 20% 24,246.29 13,012.18 37,258.47 198,900.44 189.43
Preparation and Submission: Evaluation: Approval:
Prepared by: Checked/Submitted by: Reviewed as to Unit Cost: Concurred by: Recommending Approval: Approved:
.

BENJAMIN G. CASIBANG EDWIN E. GALANO JAIME P. CATOLOS, JR. ENGR. NELSON C. DAQUIOAG ALEXANDER D. NOLA, CESO IV MELANIO C. BRIOSOS, CESO III
 ARCHITECT II Engineer II OIC-Planning and Design Division Regional Director, NTC R02 Assistant Regional Director Regional Director
Planning and Design Division
 FORM POW-2015-02A-00

PROPOSED NATIONAL TELECOMUNICATIONS COMMISSION REGIONAL OFFICE 02

REGIONAL GOVERNMENT CENTER, CARIG SUR, TUGUEGARAO CITY, CAGAYAN

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 300CD
TOTAL DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QTY UNIT 5% VAT TOTAL COST UNIT COST
COST % VALUE COST
AS EVALUATED - - - - -
1018 Err:509
AS SUBMITTED 70.00 Err:509 102,090.73 20% 15,313.61 8,218.30 23,531.91 125,622.65 1,794.61
AS EVALUATED - - - - - - -
Err:509 Err:509
AS SUBMITTED 8,424.00 sq.m. 2,331,790.57 20% 349,768.59 187,709.14 537,477.73 2,869,268.29 340.61
AS EVALUATED - - - - - - -
Err:509 Err:509
AS SUBMITTED 2,987.20 Err:509 587,366.76 20% 88,105.01 47,283.02 135,388.03 722,754.79 241.95
AS EVALUATED - - - - - - -
Err:509 Err:509
AS SUBMITTED 1.00 lin.m 220,123.14 20% 44,024.63 13,207.39 57,232.02 277,355.15 277,355.15
AS EVALUATED - - - - - - -
Err:509 Err:509
AS SUBMITTED 1.00 L.S. 81,940.36 20% 16,388.07 4,916.42 21,304.49 103,244.86 103,244.86
AS EVALUATED - - - - - - -
1014(1)b2 Err:509
AS SUBMITTED 1.00 Err:509 121,240.79 20% 24,248.16 7,274.45 31,522.60 152,763.39 152,763.39
AS EVALUATED - - - - - - -
Err:509 Storm drainage and downspout
AS SUBMITTED 1.00 Err:509 353,350.62 20% 70,670.12 21,201.04 91,871.16 445,221.78 445,221.78
AS EVALUATED - - - - - -
1016(1)a Err:509
AS SUBMITTED 2,587.20 sq.m. 758,813.89 20% 113,822.08 61,084.52 174,906.60 933,720.49 360.90
AS EVALUATED
TOTAL OF PART C
AS SUBMITTED #REF! #REF! #REF! #REF! #REF!
PART D ELECTRICAL WORKS
AS EVALUATED
Err:509 Err:509
AS SUBMITTED 1.00 LS 656,798.60 20% 131,359.72 39,407.92 170,767.64 827,566.23 827,566.23
AS EVALUATED - - - - - - -
Err:509 Err:509
AS SUBMITTED 30.00 LS 32,912.50 20% 6,582.50 1,974.75 8,557.25 41,469.74 1,382.32
AS EVALUATED - - - - - - -
1103(1) Err:509
AS SUBMITTED 1.00 Err:509 661,582.63 20% 99,237.40 53,257.40 152,494.80 814,077.43 814,077.43
AS EVALUATED - - - - - - -
Err:509 Lighting Fixtures and Lamps
AS SUBMITTED 1.00 LS 512,027.58 20% 76,804.14 41,218.22 118,022.36 630,049.93 630,049.93
AS EVALUATED - - - - - - -
Err:509 Err:509
AS SUBMITTED 1.00 Err:509 787,369.53 20% 157,473.91 47,242.17 204,716.08 992,085.60 992,085.60
AS EVALUATED - - - - - - -
0 Err:509
AS SUBMITTED #REF! Err:509 #REF! 20% #REF! #REF! #REF! #REF! #REF!
AS EVALUATED - - - - - - -
Err:509 Err:509
AS SUBMITTED 1.00 LS 826,942.86 20% 165,388.57 49,616.57 215,005.14 1,041,948.00 1,041,948.00
AS EVALUATED
TOTAL OF PART D
AS SUBMITTED #REF! #REF! #REF! #REF! #REF!
AS EVALUATED
GRAND TOTAL
AS SUBMITTED #REF! #REF! #REF! #REF! #REF!
Preparation and Submission: Evaluation: Approval:
Prepared by: Checked/Submitted by: Reviewed as to Unit Cost: Concurred by: Recommending Approval: Approved:
.

BENJAMIN G. CASIBANG EDWIN E. GALANO JAIME P. CATOLOS, JR. ENGR. NELSON C. DAQUIOAG ALEXANDER D. NOLA, CESO IV MELANIO C. BRIOSOS, CESO III
 ARCHITECT II Engineer II OIC-Planning and Design Division OIC, Regional Director, NTC R02 Assistant Regional Director Regional Director
Planning and Design Division
 3

PROPOSED NATIONAL TELECOMMUNICATIONS COMMISSION REGIONAL OFFICE 02

REGIONAL GOVERNMENT CENTER, CARIG SUR, TUGUEGARAO CITY, CAGAYAN

FORM POW-2015-01-00
PROGRAM OF WORK/BUDGET COST
Project Name : PROPOSED NATIONAL TELECOMMUNICATIONS COMMISSION REGIONAL OFFICE 02 Net Length : (a) Road
(b) Bridge 0
Project ID : (c) Others 3 Storey with Roof Deck
Project Compone : with 215.84 sq.m. Bldg. Footprint
Project Location : Regional Government Center, Carig Sur, Tuguegarao City, Cagayan Target Start Date :
Work Location : Total Project Duration : 300 CD
Estimated Proj. : #REF! No. of Pre-determined :
Source of Fund : Unworkable Days

DESCRIPTION OF WORKS TO BE DONE QUANTITY UNIT AS SUBMITTED AS EVALUATED

% TOTAL TOTAL DIRECT COST % TOTAL TOTAL DIRECT COST
PART I FACILITIES FOR THE ENGINEER #REF! 364,998.00
PART II OtherCIVIL,General Requirements
MECHANICAL, ELECTRICAL AND #REF! 551,761.89
Part III.
SANITARY/PLUMBING
A: EARTHWORKS WORKS #REF! Err:509
B: PLAIN AND REINFORCED CONCRETE WORK #REF! #REF!
C: FINISHINGS AND OTHER CIVIL WORKS #REF! #REF!
D: ELECTRICAL WORKS #REF! #REF!
Total #REF! Err:509 - -
EQUIPMENT: BREAKDOWN OF EXPENDITURES:
DESCRIPTION REQUIRED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED
1. Labor #REF! Err:507 A. Total Direct Cost #REF! Err:507
2. Materials #REF! Err:507 B. OCM and Profit #REF! Err:507
3. Rental of Equipment #REF! Err:507 C. Value Added Tax #REF! Err:507
4. Provisional Sum - - D. Total Construction Cost #REF! Err:507
5. Daywork - - E. Eng'g & Administrative Overhead, #REF! 1,355,615.32
(PLS. SEE FORM POW-2015-01B-00) 6. OCM and Profit #REF! Err:507 G. Physical Reserved (Contingency)
7. Value Added Tax #REF! Err:507
8. Eng'g & Administrative Overhead, % #REF! 1,355,615.32
9. Physical Reserved (Contingency)
11. TOTAL ESTIMATED COST #REF! Err:507 H. TOTAL ESTIMATED COST #REF! Err:507

Preparation and Submission: Evaluation: Approval:

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

BENJAMIN G. CASIBANG EDWIN E. GALANO JAIME P CATOLOS , JR. ENGR. NELSON C. DAQUIOAG ALEXANDER D NOLA, CESO IV MELANIO C BRIOSOS, CESO III
ARCHITECT II Engineer II OIC, Planning and Design Division OIC,Regional Director, Assistant Regional Director Regional Director
Planning and Design Division NTC R02
 PROPOSED NATIONAL TELECOMMUNICATIONS COMMISSION REGIONAL OFFICE 02
REGIONAL GOVERNMENT CENTER, CARIG SUR, TUGUEGARAO CITY, CAGAYAN
FORM POW-2015-01C-00
DETAILED BREAKDOWN OF COMPONENT FOR EACH ITEM
DIRECT COST TOTAL MARK-UP
ITEM NO. DESCRIPTION % QTY UNIT 5% VAT TOTAL COST
MATERIAL LABOR EQUIPMENT TOTAL % VALUE
PART I FACILITIES FOR THE ENGINEER
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! 10.00 200,000.00 - - 200,000.00 0.08 16,000.00 10,800.00 226,800.00
AS EVALUATED - - -
Err:509 Err:509
AS SUBMITTED #REF! 10.00 57,150.00 107,848.00 - 164,998.00 0.08 13,199.84 8,909.89 187,107.73
AS EVALUATED
TOTAL OF PART A
AS SUBMITTED #REF! 257,150.00 107,848.00 - 364,998.00 29,199.84 19,709.89 413,907.73
PART II OTHER GENERAL REQUIREMENTS
AS EVALUATED
B.5 Project Billboard
AS SUBMITTED #REF! 4.00 each 16,740.00 2,734.72 273.47 19,748.19 0.20 2,962.23 1,589.73 24,300.15
AS EVALUATED - - - - - - -
B.7 Health and Safety Program
AS SUBMITTED #REF! 5.00 mos. 104,999.99 99,000.00 - 203,999.99 0.08 16,320.00 15,422.40 235,742.39
AS EVALUATED - - - - - - -
B.9 Mobilization/ Demobilization
AS SUBMITTED #REF! 1.00 L.S. - - 193,013.71 193,013.71 0 - 13,510.96 206,524.67
AS EVALUATED - - - - - - -
Err:509 Err:509
AS SUBMITTED #REF! 1.00 L.S. 135,000.00 - - 135,000.00 0.08 10,800.00 7,290.00 153,090.00
AS EVALUATED
TOTAL OF PART B
AS SUBMITTED #REF! 256,739.99 101,734.72 193,287.18 551,761.89 30,082.23 37,813.09 619,657.21
PART III CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING WORKS
PART A EARTHWORKS
AS EVALUATED
801(1)a Removal of Actual Structures and Obstruction(Exist
AS SUBMITTED #REF! 1.00 sq.m. - 30,387.00 144,438.70 174,825.70 0.20 26,223.86 14,073.47 215,123.03
AS EVALUATED - - - - - - -
803(1)a Structure Excavation(Exterior Walls, Entrance Canopy
AS SUBMITTED #REF! 11.00 cu.m. - 162.79 3,299.03 3,461.82 0.20 519.27 278.68 4,259.77
AS EVALUATED - - - - - - -
804(1)a Embankment(from structure excavation)
AS SUBMITTED #REF! 3.00 cu.m. - 88.21 8.82 97.03 0.20 14.55 7.81 119.40
AS EVALUATED - - - - - - -
Err:509 Err:509
AS SUBMITTED Err:509 Err:509 ### Err:509 Err:509 Err:509 Err:509 0.20 Err:509 Err:509 Err:509
AS EVALUATED - - - - - - -
804(4) Gravel Fill
AS SUBMITTED #REF! 5.00 cu.m. 1,835.00 793.81 79.38 2,708.19 0.20 406.23 218.01 3,332.43
AS EVALUATED
TOTAL OF PART A
AS SUBMITTED #REF! Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
 PROPOSED NATIONAL TELECOMMUNICATIONS COMMISSION REGIONAL OFFICE 02
REGIONAL GOVERNMENT CENTER, CARIG SUR, TUGUEGARAO CITY, CAGAYAN
FORM POW-2015-01C-00
PART B PLAIN AND REINFORCED CONCRETE WORK
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! 150.00 ### 626,250.00 17,637.00 8,607.45 652,494.45 0.20 97,874.17 52,525.80 802,894.42
AS EVALUATED 0.00
Err:509 Err:509
AS SUBMITTED Err:509 Err:509 ### Err:509 Err:509 Err:509 Err:509 0.20 Err:509 Err:509 Err:509
AS EVALUATED 0.00
Err:509 Err:509
AS SUBMITTED Err:509 Err:509 ### Err:509 Err:509 Err:509 Err:509 0.20 Err:509 Err:509 Err:509
AS EVALUATED 0.00
Err:509 Err:509
AS SUBMITTED Err:509 Err:509 ### Err:509 Err:509 Err:509 Err:509 0.20 Err:509 Err:509 Err:509
AS EVALUATED
Err:509 Err:509
AS SUBMITTED Err:509 Err:509 ### Err:509 Err:509 Err:509 Err:509 0.20 Err:509 Err:509 Err:509
AS EVALUATED
902(1)a Reinforcing Steel (Deformed) Grade 40
AS SUBMITTED #REF! 780.00 kgs. 35,275.15 4,939.55 2,103.55 42,318.25 0.20 6,347.74 3,406.62 52,072.60
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! #REF! ### #REF! #REF! #REF! #REF! 0.20 #REF! #REF! #REF!
AS EVALUATED
TOTAL OF PART B
AS SUBMITTED #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
PART C FINISHINGS AND OTHER CIVIL WORKS
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! 1,405.72 ### 644,305.08 108,015.61 74,011.56 826,332.25 0.20 165,266.45 49,579.93 1,041,178.63
AS EVALUATED
1046(2)a1 150 mm CHB Non-Load Bearing (including Reinforcin
AS SUBMITTED #REF! 1,050.00 sq.m. 792,138.00 97,140.57 66,560.06 955,838.63 0.20 143,375.79 76,945.01 1,176,159.43
AS EVALUATED
1003(1)a1 Flat Ceiling
AS SUBMITTED #REF! 2,587.20 sq.m. 1,638,746.00 98,848.16 9,884.82 1,747,478.98 0.20 262,121.85 140,672.06 2,150,272.88
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! #REF! sq.m. #REF! #REF! #REF! #REF! 0.08 #REF! #REF! #REF!
AS EVALUATED
Err:509 Bricks
AS SUBMITTED #REF! #REF! L.S. #REF! #REF! #REF! #REF! 0.08 #REF! #REF! #REF!
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! 1.00 ### 217,304.00 - - 217,304.00 0.20 17,384.32 11,734.42 246,422.74
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! #REF! sq.m. #REF! #REF! #REF! #REF! 0.20 #REF! #REF! #REF!
AS EVALUATED
1016(1)a Err:509
AS SUBMITTED #REF! 1.00 ### 67,188.80 - - 67,188.80 0.08 10,078.32 5,408.70 82,675.82
AS EVALUATED
Err:509 Water Proofing(4 coats)
AS SUBMITTED #REF! 1,050.00 sq.m. 109,734.00 47,189.06 4,718.91 161,641.97 0.20 24,246.29 13,012.18 198,900.44
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! 70.00 ### 68,024.25 30,969.53 3,096.95 102,090.73 0.20 15,313.61 8,218.30 125,622.65
AS EVALUATED
Err:509 Err:509
Err:509 Err:509
AS SUBMITTED #REF! 8,424.00 sq.m. 1,613,364.48 653,114.63 65,311.46 2,331,790.57 0.20 349,768.59 187,709.14 2,869,268.29
 PROPOSED NATIONAL TELECOMMUNICATIONS COMMISSION REGIONAL OFFICE 02
REGIONAL GOVERNMENT CENTER, CARIG SUR, TUGUEGARAO CITY, CAGAYAN
FORM POW-2015-01C-00
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! 2,987.20 ### 233,599.04 321,607.02 32,160.70 587,366.76 0.20 88,105.01 47,283.02 722,754.79
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! 1.00 lin.m 144,333.00 26,110.93 49,679.21 220,123.14 0.20 44,024.63 13,207.39 277,355.15
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! 1.00 L.S. 60,446.40 19,539.97 1,954.00 81,940.36 0.20 16,388.07 4,916.42 103,244.86
AS EVALUATED
1014(1)b2 Err:509
AS SUBMITTED #REF! 1.00 ### 61,704.00 54,124.35 5,412.44 121,240.79 0.20 24,248.16 7,274.45 152,763.39
AS EVALUATED
Err:509 Storm drainage and downspout
AS SUBMITTED #REF! 1.00 ### 316,831.20 33,199.48 3,319.95 353,350.62 0.20 70,670.12 21,201.04 445,221.78
AS EVALUATED 0.00
1016(1)a Err:509
AS SUBMITTED #REF! 2,587.20 sq.m. 648,000.00 100,739.90 10,073.99 758,813.89 0.20 113,822.08 61,084.52 933,720.49
AS EVALUATED
TOTAL OF PART C
AS SUBMITTED #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
PART D ELECTRICAL WORKS
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! 1.00 LS 603,068.00 48,846.00 4,884.60 656,798.60 0.20 131,359.72 39,407.92 827,566.23
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! 30.00 LS 30,150.00 2,511.36 251.14 32,912.50 0.20 6,582.50 1,974.75 41,469.74
AS EVALUATED
1103(1) Err:509
AS SUBMITTED #REF! 1.00 ### 654,480.00 6,456.94 645.69 661,582.63 0.20 99,237.40 53,257.40 814,077.43
AS EVALUATED
Err:509 Lighting Fixtures and Lamps
AS SUBMITTED #REF! 1.00 LS 496,360.00 14,243.25 1,424.33 512,027.58 0.20 76,804.14 41,218.22 630,049.93
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! 1.00 ### 786,000.00 1,245.02 124.50 787,369.53 0.20 157,473.91 47,242.17 992,085.60
AS EVALUATED
0 Err:509
AS SUBMITTED #REF! #REF! ### #REF! #REF! #REF! #REF! 0.20 #REF! #REF! #REF!
AS EVALUATED
Err:509 Err:509
AS SUBMITTED #REF! 1.00 LS 822,885.00 3,688.96 368.90 826,942.86 0.20 165,388.57 49,616.57 1,041,948.00
AS EVALUATED
TOTAL OF PART D
AS SUBMITTED #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
AS EVALUATED
GRAND TOTAL
AS SUBMITTED #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
 PROPOSED NATIONAL TELECOMMUNICATIONS COMMISSION REGIONAL OFFICE 02

REGIONAL GOVERNMENT CENTER, CARIG SUR, TUGUEGARAO CITY, CAGAYAN

FORM POW-2015-01A-00
ITEMIZED BREAKDOWN
DIRECT COST TOTAL UNIT COST % DIRECT
QTY
ITEM NO. DESCRIPTION UNIT TOTAL UNIT COST (DIRECT+INDIRECT) COST
AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED AS EVALUATED
PART I FACILITIES FOR THE ENGINEER
Err:509 Err:509 7.00 mos. 200,000.00 20,000.00 22,680.00

Err:509 Err:509 7.00 mos. 164,998.00 16,499.80 18,710.77

TOTAL OF PART A 364,998.00
PART II OTHER GENERAL REQUIREMENTS
B.5 Project Billboard 19,748.19 4,937.05 6,075.04
B.7 Health and Safety Program 5.00 mos. 203,999.99 40,800.00 47,148.48
B.9 Mobilization/ Demobilization 1.00 L.S. 193,013.71 193,013.71 206,524.67
Err:509 Err:509 135,000.00 135,000.00 153,090.00
TOTAL OF PART B 551,761.89
PART III CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING WORKS
PART A EARTHWORKS
801(1)a Removal of Actual Structures and Obstruction(Existing Wind 1.00 sq.m. 174,825.70 174,825.70 215,123.02
803(1)a Structure Excavation(Exterior Walls, Entrance Canopy,Flagpol 11.00 cu.m. 3,461.82 314.71 387.25
804(1)a Embankment(from structure excavation) 3.00 cu.m. 97.03 32.34 39.80
Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
804(4) Gravel Fill 5.00 cu.m. 2,708.19 541.64 666.49
TOTAL OF PART A Err:509

PART B PLAIN AND REINFORCED CONCRETE WORK

Err:509 Err:509 150.00 Err:509 652,494.45 4,349.96 5,352.63
Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
902(1)a Reinforcing Steel (Deformed) Grade 40 780.00 kgs. 42,318.25 54.25 66.76
Err:509 Err:509 #REF! Err:509 #REF! #REF! #REF!

TOTAL OF PART B Err:509

 PART C FINISHINGS AND OTHER CIVIL WORKS
Err:509 Err:509 Err:509 Err:509 826,332.25 587.83 740.67
1046(2)a1 150 mm CHB Non-Load Bearing (including Reinforcing Bar) 1,050.00 sq.m. 955,838.63 910.32 1,120.15
1003(1)a1 Flat Ceiling 2,587.20 sq.m. 1,747,478.98 675.43 831.12
Err:509 Err:509 Err:509 Err:509 #REF! #REF! #REF!
Err:509 Bricks 70.00 sq.m #REF! #REF! #REF!
Err:509 Err:509 Err:509 Err:509 217,304.00 217,304.00 246,422.74
Err:509 Err:509 Err:509 Err:509 #REF! #REF! #REF!
1016(1)a Err:509 Err:509 Err:509 67,188.80 67,188.80 82,675.82
Err:509 Water Proofing(4 coats) 2,587.20 sq.m. 161,641.97 153.94 189.43
Err:509 Err:509 Err:509 Err:509 102,090.73 1,458.44 1,794.61
Err:509 Err:509 Err:509 Err:509 2,331,790.57 276.80 340.61
Err:509 Err:509 Err:509 Err:509 587,366.76 196.63 241.95
Err:509 Err:509 Err:509 Err:509 220,123.14 220,123.14 277,355.15
Err:509 Err:509 Err:509 Err:509 81,940.36 81,940.36 103,244.86
1014(1)b2 Err:509 Err:509 Err:509 121,240.79 121,240.79 152,763.39
Err:509 Storm drainage and downspout 1.00 LS 353,350.62 353,350.62 445,221.78
PART E Err:509 Err:509 Err:509 758,813.89 293.30 360.90
-
TOTAL OF PART C #REF!
PART D ELECTRICAL WORKS
Err:509 Err:509 1.00 LS 656,798.60 656,798.60 827,566.23
Err:509 Err:509 30.00 LS 32,912.50 32,912.50 1,382.32
1103(1) Err:509 1.00 Err:509 661,582.63 661,582.63 814,077.43
Err:509 Lighting Fixtures and Lamps 1.00 LS 512,027.58 512,027.58 630,049.93
Err:509 Err:509 1.00 Err:509 787,369.53 787,369.53 992,085.60
0 Err:509 #REF! Err:509 #REF! #REF! #REF!
Err:509 Err:509 1.00 LS 826,942.86 826,942.86 1,041,948.00
TOTAL OF PART D #REF!
GRAND TOTAL #REF!
 PROPOSED NATIONAL TELECOMMUNICATIONS COMMISSION REGIONAL OFFICE 02

REGIONAL GOVERNMENT CENTER, CARIG SUR, TUGUEGARAO CITY, CAGAYAN

FORM POW-2015-01B-00

MINIMUM EQUIPMENT REQUIREMENT

No. Equipment Description Capacity Number of Equipment
1 Bulldozer 1
2 Dump Truck 12 cu.yd. 2
3 Backhoe 0.80 cu.m. 1
4 Payloader 1.5 cu.m. 1
5 Err:509 2
6 Concrete Vibrator 5AMP Gasoline Drive Unit 2
7 Bar Cutter,Single Phase 1
8 Bar Bender 25mm maximum rebar dia. 3 phase 1
9 Welding Machine (50 Amp) - 2
10 Cutting Outfit 51KW, 64-125 KVA 1
TOTAL 14