Name of Project : Construction of Multi-Purpose Building at Pogomboa

Location : Aguilar, Pangasinan

DETAILED ESTIMATES

Item No : 1014(1)b2 Qty = 398.60

Item Description : Pre-Painted Metal Sheets Unit = sq.m.
Production Output : 54.35 sq.m./day

DESCRIPTION QTY UNIT UNIT PRICE SUB-TOTAL

Pre-Painted Rib-Type Roofing with insulated 398.60 sq.m. 900.00 358,740.00

foam, 1.220m. x L.S.,0.40mm.
Pre-Painted Ridge Roll, 0.457m. x 2.44m., 10.00 pcs 447.60 4,476.00
0.60mm.
MATERIAL COST

20.00 pcs 596.40 11,928.00

Pre-Painted Gutter, 0.457m. x 2.44m., 0.60mm.
Tekscrew 2,240.00 pcs 2.50 5,600.00
Rivets 300.00 pcs 1.00 300.00
Silicon Sealant 12.00 tubes 180.00 2,160.00
PVC, 3" dia. 30.00 pcs 434.00 13,020.00
PVC elbow/coupling 30.00 pcs 60.00 1,800.00
Miscellaneous Hardware, etc…(L.S.) 1,594.40

Total = 399,618.40
Unit Cost = 1,002.55
DESCRIPTION NUMBER DAYS RATE SUB-TOTAL

Construction Foreman ### 7.33 524.36 3,845.94

LABOR COST

Tinsmithman January 2, 1900 7.33 380.99 8,383.15

Unskilled Laborer January 3, 1900 7.33 293.96 8,624.24

Total = 20,853.33
Unit Cost = 52.32
DESCRIPTION NUMBER DAYS RATE SUB-TOTAL

Electric Drill January 2, 1900 7.33 400.00 8,801.44

EQUIPMENT COST

Riveter January 1, 1900 7.33 200.00 2,933.81

Scaffoldings, Electricity etc… L.S. 5,580.40

Total = 17,315.66
Unit Cost = 43.44

Total Direct Cost = 437,787.38

Direct Unit Cost = 1,098.31
PREPARED BY: 15% OCM = 164.75
10% CP = 109.83
GABBY P. TUAZON 5% VAT = 68.64
Engineer II Total Indirect Cost = 343.22
TOTAL UNIT COST = ₱ 1,441.54 /sq.m.
TOTAL ITEM COST = 574,595.94
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : B.7(1) - Occupational Safety and Health Program

Unit of Measurement : mo.

Output per hour - As Submitted : 1
Output per hour - As Evaluated : 1

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

Labor
A.1 Health and Safety Practitioner
a. Safety Practitioner/ Officer (Part Time) 1 12.00 93.62 1,123.44
b. First Aider 1 64.00 67.67 4,330.88
Sub - Total for A.1 - As Submitted 5,454.32
Labor
Health and Safety Practitioner
A.2 a. Safety Practitioner/ Officer (Part Time)

Sub - Total for A.2 - As Evaluated

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

Equipment

B.1

Sub - Total for B.1 - As Submitted -

Equipment
-

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 5,454.32
C.2 Total (A.2 + B.2) - As Evaluated -
D.1 Output per hour - As Submitted 1.00
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 5,454.32
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
Personal Protective Equipment
F.1
a. Safety Helmet mandays 218.33 0.25 54.58
b. Safety Shoes mandays 218.33 2.77 604.78
c. Safety Gloves mandays 218.33 7.67 1,674.62
Sub - Total for F.1 - As Submitted 2,333.99
Materials
Personal Protective Equipment
a. Safety Helmet
F.2
b. Safety Shoes
c. Safety Gloves
Sub - Total for F.2 - As Evaluated
G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 7,788.31
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 0% -
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 778.83
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 428.36
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 8,995.49
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III FERNANDO F. BUGARIN

Architect II OIC-Chief/Engineer III
Planning and Design Section Planning and Design Section
Name of Project : Construction of Multi-Purpose Building at Pogomboa

Location : Aguilar, Pangasinan

DETAILED ESTIMATES

Item No : 1047 (2)a Qty = 7,677.38

Item Description : Structural Steel Unit = kgs.
Production Output : 536.41 kgs./day

DESCRIPTION QTY UNIT UNIT PRICE SUB-TOTAL

56 pcs. Steel Angle, 48 x 48 x 5.0mm x 6.0m 1,266.05 kgs. 52.00 65,834.50

15 pcs. Steel Angle, 48 x 48 x 6.0mm x 6.0m 406.94 kgs. 52.00 21,161.09
22 pcs. Steel Angle, 48 x 48 x 4.5mm x 6.0m 447.64 kgs. 52.00 23,277.20
30 pcs. Steel Angle, 48 x 48 x 4.0mm x 6.0m 542.59 kgs. 52.00 28,214.78
88 pcs. Steel Angle, 38 x 38 x 4.0mm x 6.0m 1,260.02 kgs. 52.00 65,521.00
114 pcs. C-Purlins- 2" x 6" x 6.0m GA# 14 2,953.87 kgs. 52.00 153,601.14
14 pcs. Fascia- 2" x 12" x 6.0m GA# 14 487.84 kgs. 52.00 25,367.88
11 pcs. Sag Rods,12mmØ x 6.0m 58.61 kgs. 52.00 3,047.62
MATERIAL COST

8 pcs. Steel Base Plate - 0.25m x 0.35m x 10mm thick 54.95 kgs. 52.00 2,857.40
21 pcs. Tension Rods, 16mmØ x 6.0m 198.87 kgs. 52.00 10,341.26
3/4"Ø 16" - Anchor Bolts 32.00 pcs. 128.00 4,096.00
3/4"Ø 4" - Bolts & Knots 16.00 pcs. 15.00 240.00
Turnbuckles, 15mmØ 12.00 pcs. 416.00 4,992.00
Metal Primer Paint 8.00 gal 625.00 5,000.00
Welding Rod 10.00 boxes 1,200.00 12,000.00
Paint Thinner 4.00 gal 200.00 800.00
Paint Brush 4.00 pcs. 80.00 320.00

Total = 426,671.86
Unit Cost = 55.58
DESCRIPTION NUMBER DAYS RATE SUB-TOTAL

Construction Foreman ### 14.31 524.36 7,504.92

Skilled Laborer ### 14.31 380.99 21,811.72
LABOR COST

Laborer ### 14.31 293.96 29,451.17

Total = 58,767.80
Unit Cost = 7.65
DESCRIPTION NUMBER DAYS RATE SUB-TOTAL

Welding Machine ### 14.31 500.00 14,312.53

EQUIPMENT COST

Cutting Outfit ### 14.31 450.00 6,440.64

Boom w/ Ropes ### 8.31 500.00 4,156.26
Electricity, Scaffoldings & etc… L.S. 8,535.57

Total = 33,444.99
Unit Cost = 4.36

Total Direct Cost = 518,884.65

PREPARED BY: Direct Unit Cost = 67.59
15% OCM = 10.14
10% CP = 6.76
GABBY P. TUAZON 5% VAT = 4.22
Engineer II Total Indirect Cost = 21.12
TOTAL UNIT COST = ₱ 88.71 /kgs.
TOTAL ITEM COST = 681,036.11
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
Pangasinan 2nd District Engineering Office
OFFICE OF THE DISTRICT ENGINEER
Alvear St., Lingayen, Pangasinan
FORM POW-2015-01-00
PROGRAM OF WORK/BUDGET COST

Project Name : Construction of Multi-Purpose Building, Brgy. Nancasalan Net Length : (a) Road -
(b) Bridge -
Project ID : (c) Others -
Project Component ID : Dimension = (16.00m x 18.00m)
Project Location : Mangatarem, Pangasinan Target Start Date : Upon Approval
Project Description : Construction of Covered Court (3 Bays x 6.00 m) with Permits and Clearances; Electrical Works; Painting Works; Construction of Slab 16 x 18 m (0.10m elevation) Total Project Duration : 90 Calendar Days
with Decorative Stone and Sunbreaker at Front (Metal Tube; 50mmx75mm)
Appropriation : ₱ 2,500,000.00 No. of Pre-determined : -
Source of Fund : NEP FY 2020 Unworkable Days

AS SUBMITTED AS EVALUATED
DESCRIPTION OF WORKS TO BE DONE QUANTITY UNIT
% TOTAL TOTAL DIRECT COST % TOTAL TOTAL DIRECT COST
PART II OTHER GENERAL REQUIREMENTS 3.96% 75,085.13
PART III
A: EARTHWORK (PLS. SEE FORM POW-2015-01C-00) 3.12% 59,094.28
B: PLAIN AND REINFORCED CONCRETE WORK 28.49% 540,528.01
C: FINISHING AND OTHER CIVIL WORKS 62.07% 1,177,444.63

Total 100.00% 1,897,049.73 - -

EQUIPMENT: BREAKDOWN OF EXPENDITURES:

DESCRIPTION REQUIRED AS SUBMITTED AS EVALUATED AS SUBMITTED AS EVALUATED
1. Labor 359,170.32 A. Total Direct Cost 1,897,049.73
2. Materials 1,342,819.27 B. OCM and Profit 460,093.12
3. Rental of Equipment 195,060.14 C. Value Added Tax 117,857.14
4. Provisional Sum - D. Total Construction Cost 2,475,000.00
5. Daywork - E. Eng'g & Administrative Overhead, 1.00% 25,000.00
(PLS. SEE FORM POW-2015-01B-00) 6. OCM and Profit 460,093.12 F. RROW Acquisition -
7. Value Added Tax 117,857.14 G. Physical Reserved (Contingency) -
8. Eng'g & Administrative Overhead, 1.00% 25,000.00
9. RROW Acquisition -
10. Physical Reserved (Contingency) -
11. TOTAL ESTIMATED COST 2,500,000.00 H. TOTAL ESTIMATED COST 2,500,000.00

Preparation and Submission: Evaluation: Approval:

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

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA FERNANDO F. BUGARIN ERICSON A. PAZ EDITA L. MANUEL
Architect II Assistant Chief/Engineer III OIC-Chief/Engineer III Caretaker District Engineer
Planning and Design Section Planning and Design Section Planning and Design Section Office of the Assistant District Engineer
Name of Project: EXTENSION/CONSTRUCTION OF BANK PROTECTION WORKS, BRGY. ALIWEKWEK

LINGAYEN, PANGASINAN

Item
Description
No.
Err:509 Engineer's Field Office (Rental)
Err:509 Operation Maintenance of Field Office for the Engineers
Err:509 Provision of 4x4 Pick-up Type Service Vehicle for the Engineer on Bare Rental Basis
Err:509 Project Billboard/Signboard
PART II Occupational Safety & Health Program
B.5 Mobilization/Demobilization
0 Geotechnical Exploration
B.7(2)
0
Err:509
Err:509
0
0
PART A
803(1)a
0
Err:509
Err:509
Err:509
Err:509
804(4)
0
0
0
PART B
900(1)c2
0
900(1)c3
0
900(1)c4
0
Err:509
Err:509
902(1)a
 0
903(2)
0
0
0
Err:509
Err:509
Err:509
Err:509
Err:509
Err:509
Err:509
PART C
Err:509
Err:509
Err:509 Hand Laid Rock Embankment
Err:509 Gabions (2.00mx1.00mx1.00m)
Err:509 Clearing & Grubbing
Err:509 Structure Excavation(Common Soil)
Err:509 Embankment
Err:509 Gabions(3.00mx1.00mx1.00m)
Err:509
Err:509
Err:509
Err:509
Err:509
Err:509
Err:509
Err:509
Err:509
Err:509
Err:509
Err:509
1027(1)
0
Err:509
Err:509
Err:509 Mattress (0.30mx2.00mx6.0m)
Err:509 Filter Cloth
Err:509
Err:509
1032(1)a
0
Err:509
Err:509
1032(1)c
 0
1014(1)b2
0
Err:509
Err:509
Err:509
Err:509
Err:509
Err:509

TOTAL =

I HEREBY CERTIFY that the account and the work accomplished stated above are correct
and the labor and materials in connection with this project have already paid and payment
thereof requested.

WILPRES ENTERPRISES
Contractor

Recommending Approval:
 STATEMENT OF WORK ACCO
As of

ON/CONSTRUCTION OF BANK PROTECTION WORKS, BRGY. ALIWEKWEK

N, PANGASINAN

Description Unit Total Cost Unit Cost

Quantity
ffice (Rental) mos. 4.63 11,273.00
ance of Field Office for the Engineers L.S. 1.00 15,218.55
ck-up Type Service Vehicle for the Engineer on Bare Rental Basis mos. 0.50 157,125.00
ignboard each 2.00 4,743.87
ty & Health Program mos. 4.63 27,096.59
bilization L.S. 1.00 143,649.96
oration Ln.m. 15.00 3,325.53
mbankment cu.m 810.00 893.55
.00mx1.00m) cu.m 1,944.00 2,401.27
ng sq.m. 2,592.00 15.87
on(Common Soil) cu.m 1,296.00 220.79
cu.m 2,851.20 335.01
00mx1.00m) cu.m 2,592.00 2,311.99

2.00mx6.0m) cu.m 1,166.40 2,190.52

sq.m. 13,284.00 220.08
 TOTAL =
Checked by:

CESAR R. DELA CRUZ

Project Engineer II

account and the work accomplished stated above are correct I HEREBY CERTIFY that
n connection with this project have already paid and payment undersigned and have be
specially and program of

REBECC
OIC-Chief, C

DIOSDADO C. LOMIBAO
Assistant District Engineer
NT OF WORK ACCOMPLISHED

Name of Contractor : WILPRES ENTERPRISES

Contract Amount : ₱ 18,620,000.00
Contract I.D. : 17AH0060
Notice to Proceed : March 21, 2017
Contract Effectivity : March 27, 2017
Contract Expiry : August 12, 2017
Actual Starting Dates : March 27, 2017
Calendar Days : 139 C.D.
Approved Quantity Total Value of
Total Amount
Previous This Billing To Date Work Previously
52,193.99 - 2.00 2.00 -
15,218.55 - 1.00 1.00 -
78,562.50 - 0.50 0.50 -
9,487.74 - 2.00 2.00 -
125,457.21 - 2.00 2.00 -
143,649.96 - 0.50 0.50 -
49,882.95 - 15.00 15.00 -
 723,775.50 - - - -
4,668,068.88 - 624.00 624.00 -
41,135.04 - 1,400.00 1,400.00 -
286,143.84 - 448.00 448.00 -
955,180.51 - 1,001.17 1,001.17 -
5,992,678.08 - 708.00 708.00 -

2,555,022.53 - 367.20 367.20 -

2,923,542.72 - 4,715.00 4,715.00 -
 ### -

HEREBY CERTIFY that all the work items were duly verified by the
ersigned and have been accomplished in according with the plans
ially and program of works.

REBECCA S. ZARATAN SYLVIA C. GALLA

OIC-Chief, Construction Section Chief, Quality Assuranc

Approved:

RODOLFO C. DION
District Engineer
Total Value of Work Total Value of Work % Accomplished
this Billing to Date
22,546.00 22,546.00 0.12%
15,218.55 15,218.55 0.08%
78,562.50 78,562.50 0.42%
9,487.74 9,487.74 0.05%
54,193.18 54,193.18 0.29%
71,824.98 71,824.98 0.39%
49,882.95 49,882.95 0.27%
 - - 0.00%
1,498,392.48 1,498,392.48 8.05%
22,218.00 22,218.00 0.12%
98,913.92 98,913.92 0.53%
335,401.96 335,401.96 1.80%
1,636,888.92 1,636,888.92 8.79%

804,358.94 804,358.94 4.32%

1,037,677.20 1,037,677.20 5.57%
 ₱ 5,735,567.32 ₱ 5,735,567.32 30.80%

I HEREBY CERTIFY that the materials used in project

have been tested and have passed requirements.

SYLVIA C. GALLANG
Chief, Quality Assurance Section

OLFO C. DION
rict Engineer
 STATEMENT OF WORK ACCOMPLISHED
As of March 20, 2017
Name of Contractor : J.G. GARCIA CONSTRUCTION AND SUPPLY
Name of Project: Construction of Multi-Purpose Building, Brgy. Nancasalan Contract Amount : Err:509
Notice to Proceed : February 20, 2017
Mangatarem, Pangasinan Contract Effectivity : February 24, 2017
Contract Expiry : May 24, 2017
Actual Starting Dates : February 20, 2017
Calendar Days : 90 C.D.

Item Total Cost Unit Approved Quantity Total Value of Total Value of Total Value of
Description Unit Bid Amount % Accomplished
No. Quantity Cost Previous This Billing To Date Work Previously Work this Billing Work to Date
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
B.5 Project Billboard/ Sign Board ea. 2.00 5,440.14 10,880.28 - 2.00 2.00 - 10,880.28 10,880.28 Err:509
B.7(2) Occupational Safety and Health Program L.S. 1.00 29,216.17 29,216.17 - 1.00 1.00 - 29,216.17 29,216.17 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
803(1)a Structure Excavation (Common Soil) m3 81.51 305.31 24,885.81 81.51 - - 24,885.81 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
804(4) Gravelfill m3 34.91 1,195.29 41,721.77 34.91 - - 41,721.77 Err:509
900(1)c2 Structural Concrete for Footing and Slab on Fill (Class A, 28 da m3 38.28 6,231.09 238,507.36 38.28 - - 238,507.36 Err:509
900(1)c3 Structural Concrete for Footing Tie Beam (Class A, 28 days) m3 11.57 6,917.27 80,018.96 11.57 - - 80,018.96 Err:509
900(1)c4 Structural Concrete for Column (Class A, 28 days) m3 5.86 6,917.27 40,507.53 5.86 - - 40,507.53 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, Grade 40 kgs. 4,125.08 68.58 282,911.05 4,125.08 - - 282,911.05 Err:509
903(2) Formworks and Falseworks m2 135.80 497.04 67,498.11 135.80 - - 67,498.11 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 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
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 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
1027(1) Cement Plaster Finish m² 50.40 214.73 10,822.31 50.40 - - 10,822.31 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 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
1032(1)a Painting Works (Masonry/Concrete) m² 50.40 291.09 14,670.72 50.40 - - 14,670.72 Err:509
Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
1032(1)c Painting Works (Steel) m² 571.93 390.89 223,563.62 571.93 - - 223,563.62 Err:509
1014(1)b2 Prepainted Metal Sheets ( Long Span,Rib-Type,0.427mm thk) m² 462.81 672.55 311,267.11 462.81 - - 311,267.11 Err:509
1013(2)a1 Fabricated Metal Roofing Accessory (Ridge Roll/Hip); (gauge 2 L.M. 20.00 307.83 6,156.52 20.00 - - 6,156.52 Err:509
 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
1047(2)a Structural Steel, Trusses kgs. 4,381.43 103.02 451,377.84 4,381.43 - - 451,377.84 Err:509
1047(2)b Structural Steel Purlins kgs. 3,441.71 96.73 332,925.17 3,441.71 - - 332,925.17 Err:509
1047(6) Metal Structure Accessories (Steel Plates) kgs. 54.95 97.53 5,359.52 54.95 - - 5,359.52 Err:509
1047(3)a Metal Structure Accessories (Bolts) each 48.00 204.96 9,837.90 48.00 - - 9,837.90 Err:509
1047(3)b Metal Structure Accessories (Sagrods) each 10.00 310.49 3,104.94 10.00 - - 3,104.94 Err:509
1047(4) Metal Structure Accessories (Crossbracing) kgs. 198.87 80.50 16,009.25 198.87 - - 16,009.25 Err:509
1047(3)c Metal Structure Accessories (Turnbuckle) e.a. 12.00 289.05 3,468.64 12.00 - - 3,468.64 Err:509
1100(10) Conduit, Boxes, & Fittings (Conduit Works/Conduit Rough-in) L.S. 1.00 13,756.89 13,756.89 1.00 - - 13,756.89 Err:509
1101(33) Wires and Wiring Devices L.S. 1.00 32,132.81 32,132.81 1.00 - - 32,132.81 Err:509
1102(1) Panelboard with Main & Branch Breakers L.S. 1.00 13,038.50 13,038.50 1.00 - - 13,038.50 Err:509
1103(1) Lighting Fixtures and Lamps L.S. - #DIV/0! #DIV/0! - #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
TOTAL = Err:509 Err:509 Err:509 Err:509 Err:509
Checked by:

GABBY P. TUAZON
Project Engineer I

I HEREBY CERTIFY that the account and the work accomplished I HEREBY CERTIFY that all the work items were duly verified I HEREBY CERTIFY that the materials used in
stated above are correct and the labor and materials in connection by the undersigned and have been accomplished in according project have been tested and have passed
with this project have already paid and payment thereof requested. with the plans specially and program of works. requirements.

J.G. GARCIA CONSTRUCTION AND SUPPLY REBECCA S. ZARATAN SYLVIA C. GALLANG

Contractor OIC-Chief, Construction Section Chief, Quality Assurance Section

Recommending Approval: Approved:

DIOSDADO C. LOMIBAO RODOLFO C. DION

Assistant District Engineer District Engineer
 Construction of Multi-Purpose Building, Brgy. Nancasalan

Mangatarem, Pangasinan
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 II OTHER GENERAL REQUIREMENTS
B.3 Permits and Clearances 1.00 L.S. 41,500.00 41,500.00 43,575.00
B.5 Project Billboard/ Sign Board 2.00 ea. 8,289.74 4,144.87 10,880.28
B.7(2) Occupational Safety and Health Program 1.00 L.S. 25,295.39 25,295.39 29,216.17
TOTAL OF PART II 33,585.13
PART III-A EARTHWORK
803(1)a Structure Excavation (Common Soil) 81.51 m³ 18,960.62 232.62 24,885.81
804(1)a Embankment (from Structure Excavation) 54.02 m³ 8,345.65 154.51 10,953.67
804(4) Gravelfill 34.91 m³ 31,788.01 910.70 41,721.77
TOTAL OF PART III-A 59,094.28
PART III-B PLAIN AND REINFORCED CONCRETE WORK
900(1)c2 Structural Concrete for Footing and Slab on Fill (Class A, 28 days) 38.28 m³ 181,719.90 4,747.50 238,507.36
900(1)c3 Structural Concrete for Footing Tie Beam (Class A, 28 days) 11.57 m³ 60,966.83 5,270.30 80,018.96
900(1)c4 Structural Concrete for Column (Class A, 28 days) 5.86 m³ 30,862.88 5,270.30 40,507.53
902(1)a Reinforcing Steel, Grade 40 4,125.08 kgs. 215,551.27 52.25 282,911.05
903(2) Formworks and Falseworks 135.80 m² 51,427.14 378.70 67,498.11
TOTAL OF PART III-B 540,528.01
PART III-C FINISHING AND OTHER CIVIL WORKS
1027(1) Cement Plaster Finish 50.40 m² 8,245.57 163.60 10,822.31
1027(3) Decorative Stone 11.20 m2 19,644.70 1,753.99 25,783.66
1051(6) Railing 1.00 L.S. 52,863.03 52,863.03 69,382.73
1032(1)a Painting Works (Masonry/Concrete) 50.40 m² 11,177.69 221.78 14,670.72
1032(1)c Painting Works (Steel) 571.93 m² 170,334.19 297.82 223,563.62
1014(1)b2 Prepainted Metal Sheets ( Long Span,Rib-Type,0.427mm thk) 462.81 m² 237,155.89 512.42 311,267.11
1013(2)a1 Fabricated Metal Roofing Accessory (Ridge Roll/Hip); (gauge 26) 20.00 L.M. 4,690.68 234.53 6,156.52
1013(2)a2 Fabricated Metal Roofing Accessory (Flashings); (gauge 26) 40.00 L.M. 9,381.37 234.53 12,313.05
1013(2)b1 Fabricated Metal Roofing Accessory (Gutters); (gauge 24) 40.00 L.M. 14,886.58 372.16 19,538.63
1047(2)a Structural Steel, Trusses 4,381.43 kgs. 343,906.93 78.49 451,377.84
1047(2)b Structural Steel Purlins 3,441.71 kgs. 253,657.27 73.70 332,925.17
1047(6) Metal Structure Accessories (Steel Plates) 54.95 kgs. 4,083.45 74.31 5,359.52
1047(3)a Metal Structure Accessories (Bolts) 48.00 each 7,495.55 156.16 9,837.90
1047(3)b Metal Structure Accessories (Sagrods) 10.00 each 2,365.67 236.57 3,104.94
1047(4) Metal Structure Accessories (Crossbracing) 198.87 kgs. 12,197.52 61.33 16,009.25
1047(3)c Metal Structure Accessories (Turnbuckle) 12.00 e.a. 2,642.77 220.23 3,468.64
1001(19) Storm Drainage and Downspout 1.00 L.S. 22,715.79 22,715.79 29,814.47
TOTAL OF PART III-C 1,177,444.63
PART III-D ELECTRICAL WORKS
1100(10) Conduit, Boxes, & Fittings (Conduit Works/Conduit Rough-in) 1.00 L.S. 10,481.44 10,481.44 13,756.89
1101(33) Wires and Wiring Devices 1.00 L.S. 24,482.14 24,482.14 32,132.81
1102(1) Panelboard with Main & Branch Breakers 1.00 L.S. 9,934.10 9,934.10 13,038.50
TOTAL OF PART III-D 44,897.68
GRAND TOTAL 1,855,549.73
 Construction of 1 Storey - 2 Classroom School Building at Manaoag National High School

Manaoag, Pangasinan
BACK-UP COMPUTATION
B.3 - Permit and Clearance
Qty = 1.00 L.S.

B.5 - Project Billboard

Qty = 2.00 each

B.7 - Occupational Safety and Health Program

Qty = 3.00 mos.

B.9 - Mob./Demob./Temp. Structures

Qty = 1.00 L.S.

803(1)a - Structure Excavation (Common Soil)

Qty = 22.49 cu.m.

F-1 = 1.20 x 1.20 x 1.10 x 10.00 = 15.84 cu.m.

FTB-1 = 0.25 x 0.40 x 3.30 x 8.00 = 2.64 cu.m.
FTB-2 = 0.25 x 0.40 x 5.80 x 5.00 = 2.90 cu.m.
Corridor = 0.15 x 0.10 x 21.00 x 1.00 = 0.32 cu.m.
ramp = 0.15 x 0.10 x 30.00 x 1.00 = 0.45 cu.m.
stairs = 0.15 x 0.10 x 5.70 x 4.00 = 0.34 cu.m.
plant box = 0.15 x 0.10 x 5.70 x 2.00 = cu.m.
22.49 cu.m.
804(1)a - Embankment (From Structure Excavation)
Qty = 12.24 cu.m.

F-1 = 1.20 x 1.20 x 0.85 x 10.00 = 12.24 cu.m.

804(1)b - Embankment (From Borrow)

Qty = 127.01 cu.m.

slab = 18.00 x 7.00 x 0.80 x 1.00 = 96.05 cu.m.

corridor = 18.00 x 1.50 x 0.80 x 1.00 = 21.60 cu.m.
ramp = 0.50 x 18.00 x 0.80 x 1.00 = 7.20 cu.m.
stairs = 0.50 x 1.20 x 0.80 x 4.50 = 2.16 cu.m.
plant box = 0.50 x 1.20 x 1.00 x 4.50 = cu.m.
127.01 cu.m.

804(4) - Gravelfill
Qty = 23.34 cu.m.

F-1 = 1.20 x 1.20 x 0.10 x 10.00 = 1.44 cu.m.

FTB-1 = 0.25 x 0.10 x 4.15 x 8.00 = 0.83 cu.m.
FTB-2 = 0.25 x 0.10 x 6.65 x 5.00 = 0.83 cu.m.
Slab = 7.00 x 18.00 x 0.10 x 1.00 = 12.60 cu.m.
corridor = 1.50 x 18.00 x 0.10 x 1.00 = 2.70 cu.m.
ramp = 1.50 x 0.10 x 18.00 x 1.00 = 2.70 cu.m.
stone trench = 0.60 x 0.10 x 18.80 x 1.00 = 1.13 cu.m.
Wall Footing:
corridor = 0.15 x 0.10 x 21.00 x 1.00 = 0.32 cu.m.
ramp = 0.15 x 0.10 x 30.00 x 1.00 = 0.45 cu.m.
stairs = 0.15 x 0.10 x 5.70 x 4.00 = 0.34 cu.m.
plant box = 0.15 x 0.10 x 5.70 x 2.00 = cu.m.
 23.34 cu.m.

900(1)b2 - Structural Concrete (Footing and Slab on Fill)

Qty = 25.29 cu.m.

F-1 = 1.20 x 1.20 x 0.25 x 10.00 = 3.60 cu.m.

3.60 cu.m.

R.C. Slab on Fill, Corridor & Ramp

Qty = 21.69 cu.m.

slab = 7.00 x 18.00 x 0.10 x 1.00 = 12.60 cu.m.

corridor = 1.50 x 18.00 x 0.10 x 1.00 = 2.70 cu.m.
= 1.50 x 21.00 x 0.10 x 1.00 = 3.15 cu.m.
ramp = 1.50 x 7.50 x 0.10 x 2.00 = 2.25 cu.m.
= 1.50 x 3.00 x 0.10 x 1.00 = 0.45 cu.m.
stairs = 0.30 x 4.50 x 0.10 x 4.00 = 0.54 cu.m.
21.69 cu.m.

900 (1)b3 - Structural Concrete (Footing Tie Beam)

Qty = 11.98 cu.m.

FTB-1 = 0.25 x 0.40 x 4.15 x 8.00 = 3.32 cu.m.

FTB-2 = 0.25 x 0.40 x 6.65 x 5.00 = 3.33 cu.m.
6.65 cu.m.
Grid Beam:
GB-1 = 0.15 x 0.20 x 4.15 x 8.00 = 1.00 cu.m.
GB-2 = 0.15 x 0.20 x 6.65 x 5.00 = 1.00 cu.m.
2.00 cu.m.
Wall Footing:
corridor = 0.15 x 0.30 x 21.00 x 1.00 = 0.95 cu.m.
ramp = 0.15 x 0.30 x 30.00 x 1.00 = 1.35 cu.m.
stairs = 0.15 x 0.30 x 5.70 x 4.00 = 1.03 cu.m.
plant box = 0.15 x 0.30 x 5.70 x 2.00 = cu.m.
3.33 cu.m.
900 (1)b4 - Structural Concrete (Columns)
Qty = 9.49 cu.m.
C-1 = 0.35 x 0.35 x 4.65 x 10.00 = 5.70 cu.m.
side anchor:
Column = 0.15 x 0.10 x 3.50 x 16.00 = 0.84 cu.m.
= 0.15 x 0.10 x 3.40 x 8.00 = 0.41 cu.m.
Door = 0.20 x 0.15 x 3.40 x 8.00 = 0.82 cu.m.
window = 0.20 x 0.15 x 1.83 x 16.00 = 0.88 cu.m.
PC-1 = 0.25 x 0.30 x 1.50 x 2.00 = 0.23 cu.m.
stiffiner = 0.20 x 0.30 x 3.40 x 3.00 = 0.61 cu.m.
9.49 cu.m.

900 (1)b6 - Structural Concrete (Beams/Girder)

Qty = 7.99 cu.m.

R.C. Roof Beams & LRB

RB-1 = 0.25 x 0.30 x 4.15 x 8.00 = 2.49 cu.m.
RB-2 = 0.25 x 0.40 x 6.65 x 5.00 = 3.33 cu.m.
LRB-1 = 0.25 x 0.25 x 5.59 x 2.00 = 0.70 cu.m.
= 0.25 x 0.25 x 5.25 x 2.00 = 0.66 cu.m.
7.18 cu.m.
Lintel Beam
 Door = 0.20 x 0.15 x 0.90 x 4.00 = 0.11 cu.m.
Window = 0.20 x 0.15 x 1.50 x 8.00 = 0.36 cu.m.
= 0.20 x 0.15 x 2.80 x 4.00 = 0.34 cu.m.
0.81 cu.m.

902(1)a1 - Reinforcing Steel (Deformed), Grade 40

Qty = 6,786.72 kgs.

Reinforcing Steel for Footing

no. of pcs = 30 - 16 mmØ x 6.00 m = 284.10 kgs.

Reinforcing Steel for Slab on Fill, Corridor & Ramp

slab = 136 - 10 mmØ x 7.50 m = 628.87 kgs.
corridor = 47 - 10 mmØ x 7.50 m = 217.33 kgs.
ramp = 31 - 10 mmØ x 6.00 m = 114.68 kgs.
stairs = 17 - 10 mmØ x 6.00 m = 62.89 kgs.
1,023.77 kgs.
Reinforcing Steel for Footing Tie Beam

no. of pcs = 94 - 16 mmØ x 7.50 m = 1,112.73 kgs.

= 87 - 10 mmØ x 6.00 m = 321.83 kgs.
1,434.56 kgs.
Reinforcing steel for Columns, PC and Stiffener

no. of pcs = 80 - 20 mmØ x 6.00 m = 1,183.75 kgs.

= 12 - 12 mmØ x 6.00 m = 63.92 kgs.
= 325 - 10 mmØ x 6.00 m = 1,202.25 kgs.
2,449.92 kgs.
Reinforcing Steel for Roof Beams & LRB

no. of pcs = 90 - 16 mmØ x 7.50 m = 1,065.38 kgs.

= 143 - 10 mmØ x 6.00 m = 528.99 kgs.
1,594.37 kgs.

903 (1) - Forms & Falseworks

Qty = 1.00 L.S.

1000(1) - Soil Poisoning

Qty = 14.00 liter

1003 (1)b1 - Ceiling

Qty = 160.50 sq.m.
A1 = 7.00 x 9.00 x 2.00 = 126.00 sq.m.
A2 = 1.27 x 9.00 x 1.00 = 11.43 sq.m.
A3 = 1.60 x 9.00 x 1.00 = 14.40 sq.m.
A4 = 5.59 x 0.40 x 2.00 = 4.47 sq.m.
A5 = 5.25 x 0.40 x 2.00 = 4.20 sq.m.
160.50 sq.m.

1003 (17) - Carpentry and Joinery Works

Qty = 1.00 L.S.

Blackboard
Qty = 2.00 sets
A1 = 4.88 x 1.20 x 2.00 = 11.71 sq.m.

1005(5) - Grille Window

 Qty = 37.12 sq.m.

W-1 = 2.80 x 2.03 x 2.00 x 2.00 = 22.74 sq.m.

W-2 = 1.50 x 2.03 x 2.00 x 2.00 = 12.18 sq.m.
Door Header = 0.50 x 1.10 x 2.00 x 2.00 = 2.20 sq.m.
37.12 sq.m.

1009(1)a - Jalousie Windows

Qty = 28.55 sq.m.
W-1 = 2.60 x 1.83 x 2.00 x 2.00 = 19.03 sq.m.
W-2 = 1.30 x 1.83 x 2.00 x 2.00 = 9.52 sq.m.
28.55 sq.m.
1010(2)b - Doors (Wood Panel)
Qty = 8.64 sq.m.
D-1 = 0.90 x 2.400 x 4.00 = 8.64 sq.m.

1014(1)b1 - Prepainted Metal Sheets

Qty = 203.14 sq.m.
Area1 = 5.69 x 18.400 x 1.00 = 104.70 sq.m.
Area2 = 5.35 x 18.400 x 1.00 = 98.44 sq.m.
203.14 sq.m.
1018 (2) - Unglazed Tiles
Qty = 156.60 sq.m.

slab = 7.00 x 18.00 x 1.00 = 126.00 cu.m.

corridor = 1.50 x 18.00 x 1.00 = 27.00 cu.m.
stairs = 4.50 x 0.20 x 4.00 = 3.60 cu.m.
156.60 sq.m.
1027(1) - Cement Plaster Finish
Qty = 328.33 sq.m.

Ground Floor
C/1-5 = 3.50 x 4.50 x 2.00 x 2.00 x 1.00 = 63.00
= 2.50 x 4.50 x 2.00 x 2.00 x 1.00 = 45.00
A(w-1) = 2.60 x 1.83 x 2.00 x 2.00 x 2.00 = 38.06
69.94
A/1-5 = 3.50 x 4.50 x 2.00 x 2.00 x 1.00 = 63.00
= 2.50 x 4.50 x 2.00 x 2.00 x 1.00 = 45.00
A(w-2) = 1.30 x 1.83 x 2.00 x 2.00 x 2.00 = 19.03
A(d-1) = 0.90 x 2.40 x 2.00 x 2.00 x 2.00 = 17.28
71.69
1/A-C, 3/A-C, = 3.40 x 7.00 x 2.00 x 1.00 = 47.60
5/A-C = 2.40 x 7.00 x 4.00 x 1.00 = 67.20
114.80
A = 0.50 x 7.00 x 1.75 x 2.00 x 2.00 = 24.50
corridor = 21.00 x 1.00 x 1.00 = 21.00
ramp = 30.00 x 0.50 x 1.00 = 15.00
stairs = 5.70 x 0.80 x 1.00 = 4.56
= 5.70 x 0.60 x 1.00 = 3.42
= 5.70 x 0.40 x 1.00 = 2.28
= 5.70 x 0.20 x 1.00 = 1.14
plant box = 5.70 x 1.00 x 1.00 =
= 5.70 x 0.50 x 1.00 =
71.90

1032 (1) a - Painting Works (Masonry/Concrete)

Qty = 328.33 sq.m.
 1032 (1) b - Painting Works (Wood)
Qty = 180.85 sq.m.

A1 = 7.00 x 9.00 x 2.00 = 126.00 sq.m.

A2 = 1.27 x 9.00 x 1.00 = 11.43 sq.m.
A3 = 1.60 x 9.00 x 1.00 = 14.40 sq.m.
A4 = 5.59 x 0.40 x 2.00 = 4.47 sq.m.
A5 = 5.25 x 0.40 x 2.00 = 4.20 sq.m.
A6 = 4.88 x 1.20 x 2.00 = 11.71 sq.m.
A7 = 0.90 x 2.40 x 4.00 = 8.64 sq.m.
180.85 sq.m.

1032(1) c - Painting Works (Steel)

= 25.19 sq.m

A1 = 0.16 x 160.38 = 25.19 sq.m.

1046 (2)a2 - CHB Non-Load Bearing (including RS), 150mm

Qty = 215.04 sq.m.

Ground Floor
C/1-5 = 3.50 x 4.150 x 2.00 x 2.00 = 58.10 sq.m.
A(w-1) = 2.60 x 1.83 x 2.00 x 2.00 = 19.03 sq.m. (deduct)
39.07 sq.m.
A/1-5 = 3.50 x 4.150 x 2.00 x 2.00 = 58.10 sq.m.
A(w-2) = 1.30 x 1.83 x 2.00 x 2.00 = 9.52 sq.m. (deduct)
A(d-1) = 0.90 x 2.40 x 2.00 x 2.00 = 8.64 sq.m. (deduct)
39.94 sq.m.
1/A-C, 3/A-C, = 3.40 x 6.650 x 3.00 x 1.00 = 67.83 sq.m.
5/A-C
A = 1/2 x 7.00 x 1.75 x 2.00 = 12.25 sq.m.
corridor = 21.00 x 1.00 x 1.00 = 21.00 sq.m.
ramp = 30.00 x 0.50 x 1.00 = 15.00 sq.m.
stairs = 5.70 x 0.80 x 1.00 = 4.56 sq.m.
= 5.70 x 0.60 x 1.00 = 3.42 sq.m.
= 5.70 x 0.40 x 1.00 = 2.28 sq.m.
= 5.70 x 0.20 x 1.00 = 1.14 sq.m.
plant box = 5.70 x 1.00 x 1.00 = 5.70 sq.m.
= 5.70 x 0.50 x 1.00 = 2.85 sq.m.
68.20 sq.m.
1047(8) - Structural Steel (Roof Framing)
Trusses
Qty = 1.00 L.S.

1051(5) - Metal Railing

Qty = 160.38 m

1100(30) - Conduits, Boxes & Fittings

Qty = 1.00 L.S.

1101(42) - Wires & Wiring Devices

Qty = 1.00 L.S.

1102(1)a1 - Panel Board & Cabinets

Qty = 1.00 set
 1103(1) - Lighting Fixtures
Qty = 1.00 L.S.

1202(24)a3 - Fire Extinguisher

Qty = 2.00 set

Prepared by:

GABBY P. TUAZON
Engineer II
onal High School
sq.m.
sq.m.
sq.m. (deduct)
sq.m.
sq.m.
sq.m.
sq.m. (deduct)
sq.m. (deduct)
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
(deduct)

(deduct)
(deduct)
 REGION I
FORM ABC-2015-02A-00

Construction of Multi-Purpose Building, Brgy. Nancasalan

Mangatarem, Pangasinan

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 90 Calendar Days
TOTAL DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QTY UNIT 5% VAT TOTAL COST UNIT COST
COST % VALUE COST
PART II OTHER GENERAL REQUIREMENTS
AS EVALUATED
B.3 Permits and Clearances
AS SUBMITTED 1.00 L.S. 41,500.00 0% - 2,075.00 2,075.00 43,575.00 43,575.00
AS EVALUATED
B.5 Project Billboard/ Sign Board
AS SUBMITTED 2.00 ea. 8,289.74 25% 2,072.43 518.11 2,590.54 10,880.28 5,440.14
AS EVALUATED
B.7(2) Occupational Safety and Health Program
AS SUBMITTED 1.00 L.S. 25,295.39 10% 2,529.54 1,391.25 3,920.79 29,216.17 29,216.17
AS EVALUATED
TOTAL OF PART II
AS SUBMITTED 75,085.13 4,601.97 3,984.35 8,586.33 83,671.45
PART III CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING WORKS
PART A EARTHWORK
AS EVALUATED
803(1)a Structure Excavation (Common Soil)
AS SUBMITTED 81.51 m3 18,960.62 25% 4,740.15 1,185.04 5,925.19 24,885.81 305.31
AS EVALUATED
804(1)a Embankment (from Structure Excavation)
AS SUBMITTED 54.02 m3 8,345.65 25% 2,086.41 521.60 2,608.02 10,953.67 202.79
AS EVALUATED
804(4) Gravelfill
AS SUBMITTED 34.91 m3 31,788.01 25% 7,947.00 1,986.75 9,933.75 41,721.77 1,195.29
AS EVALUATED
SUB TOTAL OF PART III-A
AS SUBMITTED 59,094.28 14,773.57 3,693.39 18,466.96 77,561.24
PART B PLAIN AND REINFORCED CONCRETE WORK
AS EVALUATED
900(1)c2 Structural Concrete for Footing and Slab on Fill (Class A, 28 days)
AS SUBMITTED 38.28 m3 181,719.90 25% 45,429.97 11,357.49 56,787.47 238,507.36 6,231.09
AS EVALUATED
900(1)c3 Structural Concrete for Footing Tie Beam (Class A, 28 days)
AS SUBMITTED 11.57 m3 60,966.83 25% 15,241.71 3,810.43 19,052.13 80,018.96 6,917.27
AS EVALUATED
900(1)c4 Structural Concrete for Column (Class A, 28 days)
AS SUBMITTED 5.86 m3 30,862.88 25% 7,715.72 1,928.93 9,644.65 40,507.53 6,917.27
AS EVALUATED
902(1)a Reinforcing Steel, Grade 40
AS SUBMITTED 4,125.08 kgs. 215,551.27 25% 53,887.82 13,471.95 67,359.77 282,911.05 68.58
AS EVALUATED
903(2) Formworks and Falseworks
AS SUBMITTED 135.80 m2 51,427.14 25% 12,856.78 3,214.20 16,070.98 67,498.11 497.04
AS EVALUATED
SUB TOTAL OF PART III-B
AS SUBMITTED 540,528.01 135,132.00 33,783.00 168,915.00 709,443.02
PART C FINISHING AND OTHER CIVIL WORKS
AS EVALUATED
1027(1) Cement Plaster Finish
AS SUBMITTED 50.40 m² 8,245.57 25% 2,061.39 515.35 2,576.74 10,822.31 214.73
AS EVALUATED
1027(3) Decorative Stone
AS SUBMITTED 11.20 m² 19,644.70 25% 4,911.17 1,227.79 6,138.97 25,783.66 2,302.11
AS EVALUATED
1051(6) Railing
AS SUBMITTED 1.00 L.S. 52,863.03 25% 13,215.76 3,303.94 16,519.70 69,382.73 69,382.73
AS EVALUATED
1032(1)a Painting Works (Masonry/Concrete)
AS SUBMITTED 50.40 m² 11,177.69 25% 2,794.42 698.61 3,493.03 14,670.72 291.09
AS EVALUATED
1032(1)c Painting Works (Steel)
AS SUBMITTED 571.93 m² 170,334.19 25% 42,583.55 10,645.89 53,229.43 223,563.62 390.89
AS EVALUATED
1014(1)b2 Prepainted Metal Sheets ( Long Span,Rib-Type,0.427mm thk)
AS SUBMITTED 462.81 m² 237,155.89 25% 59,288.97 14,822.24 74,111.22 311,267.11 672.55
AS EVALUATED
1013(2)a1 Fabricated Metal Roofing Accessory (Ridge Roll/Hip); (gauge 26)
AS SUBMITTED 20.00 L.M. 4,690.68 25% 1,172.67 293.17 1,465.84 6,156.52 307.83
AS EVALUATED
1013(2)a2 Fabricated Metal Roofing Accessory (Flashings); (gauge 26)
AS SUBMITTED 40.00 L.M. 9,381.37 25% 2,345.34 586.34 2,931.68 12,313.05 307.83
Page 30 of 109
 REGION I
FORM ABC-2015-02A-00

Construction of Multi-Purpose Building, Brgy. Nancasalan

Mangatarem, Pangasinan

APPROVED BUDGET FOR THE CONTRACT

Contract Duration : 90 Calendar Days
TOTAL DIRECT TOTAL MARK-UP TOTAL INDIRECT
ITEM NO. DESCRIPTION QTY UNIT 5% VAT TOTAL COST UNIT COST
COST % VALUE COST
AS EVALUATED
1013(2)b1 Fabricated Metal Roofing Accessory (Gutters); (gauge 24)
AS SUBMITTED 40.00 L.M. 14,886.58 25% 3,721.64 930.41 4,652.06 19,538.63 488.47
AS EVALUATED
1047(2)a Structural Steel, Trusses
AS SUBMITTED 4,381.43 kgs. 343,906.93 25% 85,976.73 21,494.18 107,470.92 451,377.84 103.02
AS EVALUATED
1047(2)b Structural Steel Purlins
AS SUBMITTED 3,441.71 kgs. 253,657.27 25% 63,414.32 15,853.58 79,267.90 332,925.17 96.73
AS EVALUATED
1047(6) Metal Structure Accessories (Steel Plates)
AS SUBMITTED 54.95 kgs. 4,083.45 25% 1,020.86 255.22 1,276.08 5,359.52 97.53
AS EVALUATED
1047(3)a Metal Structure Accessories (Bolts)
AS SUBMITTED 48.00 each 7,495.55 25% 1,873.89 468.47 2,342.36 9,837.90 204.96
AS EVALUATED
1047(3)b Metal Structure Accessories (Sagrods)
AS SUBMITTED 10.00 each 2,365.67 25% 591.42 147.85 739.27 3,104.94 310.49
AS EVALUATED
1047(4) Metal Structure Accessories (Crossbracing)
AS SUBMITTED 198.87 kgs. 12,197.52 25% 3,049.38 762.35 3,811.73 16,009.25 80.50
AS EVALUATED
1047(3)c Metal Structure Accessories (Turnbuckle)
AS SUBMITTED 12.00 e.a. 2,642.77 25% 660.69 165.17 825.87 3,468.64 289.05
AS EVALUATED
1001(19) Storm Drainage and Downspout
AS SUBMITTED 1.00 L.S. 22,715.79 25% 5,678.95 1,419.74 7,098.68 29,814.47 29,814.47
AS EVALUATED
SUB TOTAL PART OF III-C
AS SUBMITTED 1,177,444.63 294,361.16 73,590.29 367,951.45 1,545,396.08
PART D ELECTRICAL WORKS
AS EVALUATED
1100(10) Conduit, Boxes, & Fittings (Conduit Works/Conduit Rough-in)
AS SUBMITTED 1.00 L.S. 10,481.44 25% 2,620.36 655.09 3,275.45 13,756.89 13,756.89
AS EVALUATED
1101(33) Wires and Wiring Devices
AS SUBMITTED 1.00 L.S. 24,482.14 25% 6,120.54 1,530.13 7,650.67 32,132.81 32,132.81
AS EVALUATED
1102(1) Panelboard with Main & Branch Breakers
AS SUBMITTED 1.00 L.S. 9,934.10 25% 2,483.52 620.88 3,104.41 13,038.50 13,038.50
AS EVALUATED
SUB TOTAL PART OF III-D
AS SUBMITTED 44,897.68 11,224.42 2,806.11 14,030.53 58,928.21
AS EVALUATED
TOTAL PART OF III
AS SUBMITTED 1,821,964.61 455,491.15 113,872.79 569,363.94 2,391,328.54
AS EVALUATED
GRAND TOTAL
AS SUBMITTED 1,897,049.73 460,093.12 117,857.14 577,950.27 2,475,000.00

Preparation and Submission Evaluation:

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

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA FERNANDO F. BUGARIN

Architect II Assistant Chief/Engineer III OIC-Chief/Engineer III
Planning and Design Section Planning and Design Section Planning and Design Section

Page 31 of 109
 Construction of Multi-Purpose Building, Brgy. Nancasalan

Mangatarem, Pangasinan
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 cu.m 1 24
2 Dump Truck 12 cu. Yd 1 25
3 Plate Compactor 1 26
4 One Bagger Mixer 1 27
5 Concrete Vibrator 1 28
6 Bar Cutter 1 29
7 Bar Bender 1 30
8 Welding Machine 1 31
9 Cutting Outfit 1 32
10 Truck Mounted Crane (20-25mt) 1 33
11 34
12 35
13 36
14 37
15 38
16 39
17 40
18 41
19 42
20 43
21 44
22 45
23 46
SUB-TOTAL 10 SUB-TOTAL 0
TOTAL 10
 Construction of Multi-Purpose Building, Brgy. Nancasalan

Mangatarem, Pangasinan
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 UNIT COST TOTAL % VALUE
PART II OTHER GENERAL REQUIREMENTS
AS EVALUATED
B.3 Permits and Clearances
AS SUBMITTED 1.761% 1.00 L.S. 41,500.00 - - 43,575.00 41,500.00 0% - 2,075.00 43,575.00
AS EVALUATED
B.5 Project Billboard/ Sign Board
AS SUBMITTED 0.440% 2.00 ea. 6,660.81 1,480.84 148.08 5,440.14 8,289.74 25% 2,072.43 518.11 10,880.28
AS EVALUATED
B.7(2) Occupational Safety and Health Program
AS SUBMITTED 1.180% 1.00 L.S. 8,443.79 16,851.60 - 29,216.17 25,295.39 10% 2,529.54 1,391.25 29,216.17
AS EVALUATED
TOTAL OF PART II
AS SUBMITTED 3.381% 56,604.60 18,332.44 148.08 75,085.13 4,601.97 3,984.35 83,671.45
PART III CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING WORKS
PART A EARTHWORK
AS EVALUATED
803(1)a Structure Excavation (Common Soil)
AS SUBMITTED 1.005% 81.51 m³ - 1,020.14 17,940.48 305.31 18,960.62 25% 4,740.15 1,185.04 24,885.81
AS EVALUATED
804(1)a Embankment (from Structure Excavation)
AS SUBMITTED 0.443% 54.02 m³ - 1,374.03 6,971.62 202.79 8,345.65 25% 2,086.41 521.60 10,953.67
AS EVALUATED
804(4) Gravelfill
AS SUBMITTED 1.686% 34.91 m³ 21,990.15 7,280.89 2,516.97 1,195.29 31,788.01 25% 7,947.00 1,986.75 41,721.77
AS EVALUATED
SUB TOTAL OF PART III-A
AS SUBMITTED 3.134% 21,990.15 9,675.06 27,429.07 59,094.28 14,773.57 3,693.39 77,561.24
PART B PLAIN AND REINFORCED CONCRETE WORK
AS EVALUATED
900(1)c2 Structural Concrete for Footing and Slab on Fill (Class A, 28 days)
AS SUBMITTED 9.637% 38.28 m³ 119,615.63 39,693.36 22,410.92 6,231.09 181,719.90 25% 45,429.97 11,357.49 238,507.36
AS EVALUATED
900(1)c3 Structural Concrete for Footing Tie Beam (Class A, 28 days)
AS SUBMITTED 3.233% 11.57 m³ 36,150.00 15,861.44 8,955.39 6,917.27 60,966.83 25% 15,241.71 3,810.43 80,018.96
AS EVALUATED
900(1)c4 Structural Concrete for Column (Class A, 28 days)
AS SUBMITTED 1.637% 5.86 m³ 18,300.00 8,029.44 4,533.43 6,917.27 30,862.88 25% 7,715.72 1,928.93 40,507.53
AS EVALUATED
902(1)a Reinforcing Steel, Grade 40
AS SUBMITTED 11.431% 4,125.08 kgs. 178,126.12 26,555.43 10,869.73 68.58 215,551.27 25% 53,887.82 13,471.95 282,911.05
AS EVALUATED
903(2) Formworks and Falseworks
AS SUBMITTED 2.727% 135.80 m² 23,545.17 25,347.24 2,534.72 497.04 51,427.14 25% 12,856.78 3,214.20 67,498.11
AS EVALUATED
SUB TOTAL OF PART III-B
AS SUBMITTED 28.664% 375,736.92 115,486.91 49,304.19 540,528.01 135,132.00 33,783.00 709,443.02
PART C FINISHING AND OTHER CIVIL WORKS
C.2. Finishing Works
AS EVALUATED
1027(1) Cement Plaster Finish
AS SUBMITTED 0.437% 50.40 m² 4,838.40 3,097.42 309.74 214.73 8,245.57 25% 2,061.39 515.35 10,822.31
AS EVALUATED
1027(3) Decorative Stone
AS SUBMITTED 1.042% 11.20 m2 15,265.60 3,981.00 398.10 2,302.11 19,644.70 25% 4,911.17 1,227.79 25,783.66
AS EVALUATED
1051(6) Railing
AS SUBMITTED 2.803% 1.00 L.S. 32,257.68 9,678.98 10,926.37 69,382.73 52,863.03 25% 13,215.76 3,303.94 69,382.73
AS EVALUATED
Sub-Total C.1
AS SUBMITTED 4.282% 52,361.68 16,757.40 11,634.21 80,753.30 20,188.32 5,047.08 105,988.70
C.3. Painting Works
AS EVALUATED
1032(1)a Painting Works (Masonry/Concrete)
AS SUBMITTED 0.593% 50.40 m² 3,754.27 6,748.56 674.86 291.09 11,177.69 25% 2,794.42 698.61 14,670.72
AS EVALUATED
1032(1)c Painting Works (Steel)
AS SUBMITTED 9.033% 571.93 m² 81,882.20 80,410.90 8,041.09 390.89 170,334.19 25% 42,583.55 10,645.89 223,563.62
AS EVALUATED
Sub-Total C.2
AS SUBMITTED 9.626% 85,636.47 87,159.46 8,715.95 181,511.87 45,377.97 11,344.49 238,234.33

Page 33 of 109
 Construction of Multi-Purpose Building, Brgy. Nancasalan

Mangatarem, Pangasinan
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 UNIT COST TOTAL % VALUE
C.4. Roof Framing and Roofing Works
AS EVALUATED
1014(1)b2 Prepainted Metal Sheets ( Long Span,Rib-Type,0.427mm thk)
AS SUBMITTED 12.576% 462.81 m² 188,296.25 44,417.86 4,441.79 672.55 237,155.89 25% 59,288.97 14,822.24 311,267.11
AS EVALUATED
1013(2)a1 Fabricated Metal Roofing Accessory (Ridge Roll/Hip); (gauge 26)
AS SUBMITTED 0.249% 20.00 L.M. 4,220.94 427.04 42.70 307.83 4,690.68 25% 1,172.67 293.17 6,156.52
AS EVALUATED
1013(2)a2 Fabricated Metal Roofing Accessory (Flashings); (gauge 26)
AS SUBMITTED 0.497% 40.00 L.M. 8,441.88 854.08 85.41 307.83 9,381.37 25% 2,345.34 586.34 12,313.05
AS EVALUATED
1013(2)b1 Fabricated Metal Roofing Accessory (Gutters); (gauge 24)
AS SUBMITTED 0.789% 40.00 L.M. 14,090.40 723.80 72.38 488.47 14,886.58 25% 3,721.64 930.41 19,538.63
AS EVALUATED
1047(2)a Structural Steel, Trusses
AS SUBMITTED 18.237% 4,381.43 kgs. 258,111.16 26,271.73 59,524.04 103.02 343,906.93 25% 85,976.73 21,494.18 451,377.84
AS EVALUATED
1047(2)b Structural Steel Purlins
AS SUBMITTED 13.452% 3,441.71 kgs. 205,573.45 16,661.77 31,422.05 96.73 253,657.27 25% 63,414.32 15,853.58 332,925.17
AS EVALUATED
1047(6) Metal Structure Accessories (Steel Plates)
AS SUBMITTED 0.217% 54.95 kgs. 3,090.28 902.88 90.29 97.53 4,083.45 25% 1,020.86 255.22 5,359.52
AS EVALUATED
1047(3)a Metal Structure Accessories (Bolts)
AS SUBMITTED 0.397% 48.00 each 6,368.16 1,024.90 102.49 204.96 7,495.55 25% 1,873.89 468.47 9,837.90
AS EVALUATED
1047(3)b Metal Structure Accessories (Sagrods)
AS SUBMITTED 0.125% 10.00 each 2,130.80 213.52 21.35 310.49 2,365.67 25% 591.42 147.85 3,104.94
AS EVALUATED
1047(4) Metal Structure Accessories (Crossbracing)
AS SUBMITTED 0.647% 198.87 kgs. 8,603.13 3,267.63 326.76 80.50 12,197.52 25% 3,049.38 762.35 16,009.25
AS EVALUATED
1047(3)c Metal Structure Accessories (Turnbuckle)
AS SUBMITTED 0.140% 12.00 e.a. 2,220.00 384.34 38.43 289.05 2,642.77 25% 660.69 165.17 3,468.64
AS EVALUATED
Sub-Total C.3
AS SUBMITTED 47.328% 701,146.45 95,149.53 96,167.69 892,463.67 223,115.92 55,778.98 1,171,358.57
C.5. Plumbing Works
AS EVALUATED
1001(19) Storm Drainage and Downspout
AS SUBMITTED 1.205% 1.00 L.S. 16,478.00 5,670.72 567.07 29,814.47 22,715.79 25% 5,678.95 1,419.74 29,814.47
AS EVALUATED
Sub-Total C.4
AS SUBMITTED 1.205% 16,478.00 5,670.72 567.07 22,715.79 5,678.95 1,419.74 29,814.47
AS EVALUATED
SUB TOTAL OF PART III-C
AS SUBMITTED 62.440% 855,622.60 204,737.11 117,084.92 1,177,444.63 294,361.16 73,590.29 1,545,396.08
PART D ELECTRICAL WORKS
AS EVALUATED
1100(10) Conduit, Boxes, & Fittings (Conduit Works/Conduit Rough-in)
AS SUBMITTED 0.556% 1.00 L.S. 5,784.00 4,270.40 427.04 13,756.89 10,481.44 25% 2,620.36 655.09 13,756.89
AS EVALUATED
1101(33) Wires and Wiring Devices
AS SUBMITTED 1.298% 1.00 L.S. 20,081.00 4,001.04 400.10 32,132.81 24,482.14 25% 6,120.54 1,530.13 32,132.81
AS EVALUATED
1102(1) Panelboard with Main & Branch Breakers
AS SUBMITTED 0.527% 1.00 L.S. 7,000.00 2,667.36 266.74 13,038.50 9,934.10 25% 2,483.52 620.88 13,038.50
AS EVALUATED
SUB TOTAL OF PART III-D
AS SUBMITTED 2.38% 32,865.00 10,938.80 1,093.88 44,897.68 11,224.42 2,806.11 58,928.21
AS EVALUATED
TOTAL OF PART III
AS SUBMITTED 96.619% 1,286,214.66 340,837.88 194,912.06 1,821,964.61 455,491.15 113,872.79 2,391,328.54
AS EVALUATED
GRAND TOTAL
AS SUBMITTED 100.00% 1,342,819.27 359,170.32 195,060.14 1,897,049.73 460,093.12 117,857.14 2,475,000.00

Page 34 of 109
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
PANGASINAN 2ND
DISTRICT ENGINEERING OFFICE
REGIONAL OFFICE I
Alvear St., Lingayen, Pangasinan

Construction of Multi-Purpose Building, Brgy. Nancasalan

Mangatarem, Pangasinan

SUMMARY OF APPROVED BUDGET FOR THE CONTRACT

TOTAL MARK-UP
ITEM NO. DESCRIPTION ESTIMATED DIRECT COST 5% VAT TOTAL IND
% VALUE
AS EVALUATED
PART B OTHER GENERAL REQUIREMENTS
AS SUBMITTED 75,085.13 6% 4,601.97 3,984.35 8,5
AS EVALUATED
PART III-A EARTHWORKS
AS SUBMITTED 59,094.28 25% 14,773.57 3,693.39 18,
AS EVALUATED
PART III-B REINFORCED CONCRETE WORKS
AS SUBMITTED 540,528.01 25% 135,132.00 33,783.00 168
AS EVALUATED
PART III-C FINISHING
AS SUBMITTED 1,177,444.63 25% 294,361.16 73,590.29 367
AS EVALUATED
PART III-D ELECTRICAL WORKS
AS SUBMITTED 44,897.68 25% 11,224.42 2,806.11 14,
AS EVALUATED
TOTAL
AS SUBMITTED 1,897,049.73 460,093.12 117,857.14 577

Preparation and Submission: Evaluation:

Prepared by : Checked / Submitted by : Evaluated by: Recomme

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA FERNANDO F. BUGARIN
Architect II Assistant Chief/Engineer III OIC-Chief/Engineer III
Planning and Design Section Planning and Design Section Planning and Design Section
 Republic of the Philippines
NT OF PUBLIC WORKS AND HIGHWAYS
PANGASINAN 2ND
RICT ENGINEERING OFFICE
REGIONAL OFFICE I
Alvear St., Lingayen, Pangasinan
FORM ABC-2015-02-00

Multi-Purpose Building, Brgy. Nancasalan

Mangatarem, Pangasinan

ROVED BUDGET FOR THE CONTRACT

Contract Duration: 90.00 Calendar Days

TOTAL INDIRECT COST TOTAL COST

8,586.33 83,671.45

18,466.96 77,561.24

168,915.00 709,443.02

367,951.45 1,545,396.08

14,030.53 58,928.21

577,950.27 2,475,000.00

Approval:

Recommending Approval: Approved:

 ERICSON A. PAZ EDITA L. MANUEL
Caretaker District Engineer
Office of the Assistant District Engineer
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
PANGASINAN 2ND
DISTRICT ENGINEERING OFFICE
REGIONAL OFFICE I
Alvear St., Lingayen Pangasinan

Construction of Multi-Purpose Building, Brgy. Nancasalan

Mangatarem, Pangasinan

BILL OF QUANTITIES
Contract Duration : 90 CALENDAR DAYS

ITEM NO. DESCRIPTION QTY UNIT UNIT COST TOTAL COST

PART II-B OTHER GENERAL REQUIREMENTS
AS SUBMITTED 1.00 L.S.
B.3 Permits and Clearances
AS EVALUATED
AS SUBMITTED 2.00 ea.
B.5 Project Billboard/ Sign Board
AS EVALUATED
AS SUBMITTED 1.00 L.S.
B.7(2) Occupational Safety and Health Program
AS EVALUATED
AS SUBMITTED
SUB-TOTAL OF PART II
AS EVALUATED
PART III-A EARTHWORKS
AS SUBMITTED 81.51 m³
803(1)a Structure Excavation (Common Soil)
AS EVALUATED
AS SUBMITTED 54.02 m³
804(1)a Embankment (from Structure Excavation)
AS EVALUATED
AS SUBMITTED 34.91 m³
804(4) Gravelfill
AS EVALUATED
AS SUBMITTED
SUB-TOTAL OF PART III-A
AS EVALUATED
PART III-B PLAIN AND REINFORCED CONCRETE WORK
AS SUBMITTED 38.28 m³
900(1)c2 Structural Concrete for Footing and Slab on Fill (Class A, 28 days)
AS EVALUATED
AS SUBMITTED 11.57 m³
900(1)c3 Structural Concrete for Footing Tie Beam (Class A, 28 days)
AS EVALUATED
AS SUBMITTED 5.86 m³
900(1)c4 Structural Concrete for Column (Class A, 28 days)
AS EVALUATED
AS SUBMITTED 4,125.08 kgs.
902(1)a Reinforcing Steel, Grade 40
AS EVALUATED
AS SUBMITTED 135.80 m²
903(2) Formworks and Falseworks
AS EVALUATED
AS SUBMITTED
SUB-TOTAL OF PART III-B
AS EVALUATED
PART III-C FINISHINGS AND OTHER CIVIL WORKS
AS SUBMITTED 50.40 m²
1027(1) Cement Plaster Finish
AS EVALUATED
AS SUBMITTED - m²
1038(1) Reflective Insulation
AS EVALUATED
AS SUBMITTED 1.00 L.S.
1051(6) Railing
AS EVALUATED
AS SUBMITTED 50.40 m²
1032(1)a Painting Works (Masonry/Concrete)
AS EVALUATED
AS SUBMITTED 571.93 m²
1032(1)c Painting Works (Steel)
AS EVALUATED
AS SUBMITTED 462.81 m²
1014(1)b2 Prepainted Metal Sheets ( Long Span,Rib-Type,0.427mm thk)
AS EVALUATED
AS SUBMITTED 20.00 L.M.
1013(2)a1 Fabricated Metal Roofing Accessory (Ridge Roll/Hip); (gauge 26)
AS EVALUATED
AS SUBMITTED 40.00 L.M.
1013(2)a2 Fabricated Metal Roofing Accessory (Flashings); (gauge 26)
AS EVALUATED
AS SUBMITTED 40.00 L.M.
1013(2)b1 Fabricated Metal Roofing Accessory (Gutters); (gauge 24)
AS EVALUATED
AS EVALUATED 4,381.43 kgs.
1047(2)a Structural Steel, Trusses
AS SUBMITTED

Page 39 of 109
 BILL OF QUANTITIES
Contract Duration : 90 CALENDAR DAYS

ITEM NO. DESCRIPTION QTY UNIT UNIT COST TOTAL COST

AS EVALUATED 3,441.71 kgs.
1047(2)b Structural Steel Purlins
AS SUBMITTED
AS SUBMITTED 54.95 kgs.
1047(6) Metal Structure Accessories (Steel Plates)
AS EVALUATED
AS SUBMITTED 48.00 each
1047(3)a Metal Structure Accessories (Bolts)
AS EVALUATED
AS SUBMITTED 10.00 each
1047(3)b Metal Structure Accessories (Sagrods)
AS EVALUATED
AS SUBMITTED 198.87 kgs.
1047(4) Metal Structure Accessories (Crossbracing)
AS EVALUATED
AS SUBMITTED 12.00 e.a.
1047(3)c Metal Structure Accessories (Turnbuckle)
AS EVALUATED
AS SUBMITTED 1.00 L.S.
1001(19) Storm Drainage and Downspout
AS EVALUATED
AS SUBMITTED
SUB-TOTAL OF PART III-C
AS EVALUATED
PART III-D ELECTRICAL WORKS
AS SUBMITTED 1.00 L.S.
1100(10) Conduit, Boxes, & Fittings (Conduit Works/Conduit Rough-in)
AS EVALUATED
AS SUBMITTED 1.00 L.S.
1101(33) Wires and Wiring Devices
AS EVALUATED
AS SUBMITTED 1.00 L.S.
1102(1) Panelboard with Main & Branch Breakers
AS EVALUATED
AS SUBMITTED - L.S.
1103(1) Lighting Fixtures and Lamps
AS EVALUATED
AS SUBMITTED
SUB-TOTAL OF PART III-D
AS EVALUATED
AS SUBMITTED
TOTAL OF PART III
AS EVALUATED
AS SUBMITTED
GRAND TOTAL
AS EVALUATED

Preparation and Submission

Prepared by:

ALEJANDRO M. DE VERA, III

Architect II
Planning and Design Section

Page 40 of 109
 BACK-UP COMPUTATION
Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

B.3 - Permits and Clearances

Qty = 1.00 L.S.

B.5 - Project Billboard/ Sign Board

Qty = 2.00 each

B.7(2) - Occupational Safety and Health Program

Qty = 1.00 L.S.

803(1)a - Structure Excavation (Common Soil)

Qty = 81.51 m³

C1F1 = 1.90 x 1.90 x 1.95 x 8.00

= 56.32 m³
FTB = 0.40 x 0.30 x 15.70 x 4.00
= 7.54 m³
= 1.50 x 0.30 x 5.70 x 6.00
= 15.39 m³
WF = 0.60 x 0.70 x 2.70 x 2.00
= 2.27 m³
VTOTAL = 81.51 m³

804(1)a - Embankment (from Structure Excavation)

Qty = 54.02 m³

C1F1 = 1.90 x 1.90 x 1.50 x 8.00

= 43.32 m³
C1 = 0.30 x 0.40 x 1.50 x 8.00 (deduct)
= 1.44 m³
FTB = 0.30 x 0.40 x 15.70 x 4.00
= 7.54 m³
= 0.30 x 0.40 x 5.60 x 6.00
= 4.03 m³
WF = 0.30 x 0.35 x 2.70 x 2.00
= 0.57 m³
VTOTAL = 54.02 m³

804(4) - Gravelfill
Qty = 34.91 m³

C1F1 = 1.80 x 1.80 x 0.10 x 8.00

= 2.59 m³
FTB = 0.30 x 15.70 x 0.10 x 4.00
= 1.88 m³
= 0.30 x 5.60 x 0.10 x 6.00
= 1.01 m³
V(Slab on Fill) = 16.00 x 18.00 x 0.10 x 1.00
= 28.80 m³
RAMP = 1.50 x 2.70 x 0.10 x 1.00
= 0.41 m³
WF = 0.40 x 2.70 x 0.10 x 2.00
= 0.22 m³
VTOTAL = 34.91 m³
 900(1)c2 - Structural Concrete for Footing and Slab on Fill (Class A, 28 days)
Qty = 38.28 m³

C1F1 = 1.80 x 1.80 x 0.35 x 8.00

= 9.07 m³
V(Slab on Fill) = 16.00 x 18.00 x 0.10 x 1.00
= 28.80 m³
RAMP = 1.50 x 2.70 x 0.10 x 1.00
= 0.41 x
VTOTAL = 38.28 m³

900(1)c3 - Structural Concrete for Footing Tie Beam (Class A, 28 days)

Qty = 11.57 m³

FTB = 0.30 x 0.40 x 15.70 x 4.00

= 7.54 m³
= 0.30 x 0.40 x 5.60 x 6.00
= 4.03 m³
VTOTAL = 11.57 m³

900(1)c4 - Structural Concrete for Column (Class A, 28 days)

Qty = 5.86 m³

C1 = 0.30 x 0.40 x 6.10 x 8.00

= 5.86 m³
VTOTAL = 5.86 m³

902(1)a - Reinforcing Steel, Grade 40

= 4,125.08 kgs.

C1 = 64.00 - 16 mm Ø x 7.50 m = 757.60 kgs.

= 102.00 - 10 mm Ø x 6.00 m = 377.32 kgs.
### kgs.

C1F1 = 48.00 - 16 mm Ø x 7.50 m = 568.20 kgs.

568.20 kgs.

FTB = 56.00 - 16 mm Ø x 7.50 m = 662.90 kgs.

= 42.00 - 16 mm Ø x 6.00 m = 397.74 kgs.
= 187.00 - 10 mm Ø x 6.00 m = 691.76 kgs.
### kgs.

Slab on Fill = 181.00 - 10 mm Ø x 6.00m = 669.56 kgs.

669.56 kgs.

903(2) - Formworks and Falseworks

Qty = 135.80 m²

C1 = 1.40 x 6.10 x 8.00

= 68.32 m²
FTB = 0.70 x 96.40 x 1.00
= 67.48 m²
A(TOTAL) = 135.80 m²

1027(1) - Cement Plaster Finish

Qty = 50.40 m²

C1 = 1.40 x 4.50 x 8.00

= 50.40 m²
 1027(3) - Decorative Stone
Qty = 11.20
###

Decostone Area = 0.30 x 0.40 x 1.00 x 8.00

= 11.20 m²

1051(6) Railing
Qty = 1.00 L.S.

1032(1)a - Painting Works (Masonry/Concrete)

Qty = 50.40 m²

C1 = 1.40 x 4.50 x 8.00

= 50.40 m²

1032(1)c - Painting Works (Steel)

Qty = 571.93 m²

A1 = 0.12 x 18.00
= 2.15 m²
A2 = 0.19 x 240.00
= 46.08 m²
A3 = 0.19 x 186.00
= 35.71 m²
A4 = 0.15 x 864.00
= 131.33 m²
A5 = 0.28 x 684.00
= 191.52 m²
A6 = 0.43 x 84.00
= 36.12 m²
A7 = 0.18 x 48.00
= 8.40 m²
A5 = 0.19 x 90.00
= 17.28 m²
A6 = 0.19 x 132.00
= 25.34 m²
A7 = 1.50 x 52.00
= 78.00 m²
Total = 571.93 m²

1014(1)b2 - Prepainted Metal Sheets ( Long Span,Rib-Type,0.427mm thk)

Qty = 462.81 sq.m.

A1 = 20.11 x 20.00
= 402.27 sq.m.
A2 = 30.27 x 2.00
60.54 sq.m.
VTOTAL = 462.81 sq.m.

1013(2)a1 - Fabricated Metal Roofing Accessory (Ridge Roll/Hip); (gauge 26)

Qty = 20.00 L.M.

L= 20.00 L.M.

1013(2)a2 - Fabricated Metal Roofing Accessory (Flashings); (gauge 26)

Qty = 40.00 L.M.

L= 40.00 L.M.

1013(2)b1 - Fabricated Metal Roofing Accessory (Gutters); (gauge 24)

Qty = 40.00 L.M.
L= 40.00 L.M.
 1047(2)a - Structural Steel, Trusses
Qty = 4,381.43 kgs.

40 pcs. - Steel Angle, 48 x 48 x 5.0mm x 6.0m = 904.32 kgs.

31 pcs. - Steel Angle, 48 x 48 x 4.0mm x 6.0m = 560.68 kgs.
144 pcs. - Steel Angle, 38 x 38 x 4.0mm x 6.0m = 2,061.85 kgs.
15 pcs. - Steel Angle, 48 x 48 x 6.0mm x 6.0m = 406.94 kgs.
22 pcs. - Steel Angle, 48 x 48 x 4.5mm x 6.0m = 447.64 kgs.
4,381.43 kgs.

1047(2)b - Structural Steel Purlins

Qty = 3,441.71 kgs.

114 pcs. - C-Purlins- 2" x 6" x 6.0m GA# 14 = 2,953.87 kgs.

14 pcs. - Fascia- 2" x 12" x 6.0m GA# 14 = 487.84 kgs.
3,441.71 kgs.

1047(6) - Metal Structure Accessories (Steel Plates)

Qty = 54.95 kgs.

8 pcs. - Steel Base Plate - 0.25m x 0.35m x 10mm thick = 54.95 kgs.

1047(3)a - Metal Structure Accessories (Bolts)

Qty = 48.00 pcs

32 pcs. - 3/4"Ø 16" - Anchor Bolts

16 pcs. - 3/4"Ø 4" - Bolts & Knots

1047(3)b - Metal Structure Accessories (Sagrods)

Qty = 10.00 pcs.

10 pcs. - Sag Rods,12mmØ x 6.0m

1047(4) - Metal Structure Accessories (Crossbracing)

Qty = 198.87 kgs.

21 pcs. - Tension Rods, 16mmØ x 6.0m = 198.87 kgs.

1047(3)c - Metal Structure Accessories (Turnbuckle)

Qty = 12.00 e.a.

Turnbuckles, 15mmØ = 12.00 e.a.

1001(19) - Storm Drainage and Downspout

Qty = 1.00 L.S.

1100(10) - Conduit, Boxes, & Fittings (Conduit Works/Conduit Rough-in)

Qty = 1.00 L.S.

1101(33) - Wires and Wiring Devices

Qty = 1.00 L.S.

1102(1) - Panelboard with Main & Branch Breakers

Qty = 1.00 L.S.

PREPARED BY:

ALEJANDRO M. DE VERA, III

Architect II
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : L.S.

Output per hour - As Submitted : 1
Output per hour - As Evaluated :

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

A.1 Labor

Sub - Total for A.1 - As Submitted -

Labor
A.2
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment

Sub - Total for B.1 - As Submitted -

Equipment
B.2
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted -
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.00
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted -
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Fire Clearance and Inspection L.S. 1.00 2,500.00 2,500.00
b. Professional Fee L.S. 1.00 13,000.00 13,000.00
F.1
c. Cooperative Fee L.S. 1.00 15,000.00 15,000.00
d. Building Permit Inspection Fee L.S. 1.00 3,000.00 3,000.00
e. DENR Fees L.S. 1.00 5,000.00 5,000.00
f. Notary, Blue Print, Miscellaneous Fee & etc…L.S. L.S. 1.00 3,000.00 3,000.00
Sub - Total for F.1 - As Submitted 41,500.00
Materials
F.2
Sub - Total for F.2 - As Evaluated
G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 41,500.00
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 0% -
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 0% -
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 2,075.00
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 43,575.00
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

 Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : B.5 - Project Billboard/ Sign Board

Unit of Measurement : ea.

Output per hour - As Submitted : 1
Output per hour - As Evaluated : 1

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

Labor
A.1 a. Construction Foreman 1 2.00 93.62 187.24
b. Skilled Laborer 1 2.00 67.67 135.34
c. Unskilled Laborer 4 2.00 52.23 417.84
Sub - Total for A.1 - As Submitted 740.42
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 74.04
Sub - Total for B.1 - As Submitted 74.04
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 814.46
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.00
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 814.46
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
Marine Plywoord, 1/4"x 4'x8' pcs 1.33 350.00 465.50
Coco Lumber 13 -2'' x 3'' x 10'' 1,120.00
F.1 bd ft 56.00 20.00
12-2'' x 2''x 8'' -
Hardware, CWN assorted kgs 0.56 65.00 36.40
Tarpauline 4'x 8' 1,708.51
sq.ft 42.67 40.04
Tarpauline 8'x 8' ( COA Circular 2013) -
Sub - Total for F.1 - As Submitted 3,330.41
Materials
Marine Plywoord, 1/4"x 4'x8'
Coco Lumber 13 -2'' x 3'' x 10''
12-2'' x 2''x 8''
F.2
Hardware, CWN assorted
Tarpauline 4'x 8'
Tarpauline 8'x 8' ( COA Circular 2013)
Sub - Total for F.2 - As Evaluated
G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 4,144.87
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 621.73
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 414.49
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 259.05
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 5,440.14
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : B.7(2) - Occupational Safety and Health Program

Unit of Measurement : L.S.

Output per hour - As Submitted : 1
Output per hour - As Evaluated : 1

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

Labor
A.1 Health and Safety Practitioner
a. Safety Practitioner/ Officer (Part Time) 1 22.50 748.96 16,851.60
-
Sub - Total for A.1 - As Submitted 16,851.60
Labor
Health and Safety Practitioner
A.2 a. Safety Practitioner/ Officer (Part Time)

Sub - Total for A.2 - As Evaluated

Name and Capacity No. of Unit/s No. of Days Daily Rate Amount (PhP)

Equipment

B.1

Sub - Total for B.1 - As Submitted -

Equipment
-

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 16,851.60
C.2 Total (A.2 + B.2) - As Evaluated -
D.1 Output per hour - As Submitted 1.00
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 16,851.60
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
Personal Protective Equipment
a. Safety Helmet mandays 630.76 0.25 157.69
b. Safety Shoes mandays 630.76 2.77 1,747.22
F.1 c. Safety Gloves mandays 630.76 7.67 4,837.96
Signage and Barricades
PPE Signage (4'x8') set 1.00 506.37 506.37
Safety First (4'x4') set 1.00 270.87 270.87
Warning Signs (2'x'3') set 1.00 123.68 123.68
Caution Tape, 1000ft roll 1.00 800.00 800.00
Sub - Total for F.1 - As Submitted 8,443.79
Materials
Personal Protective Equipment
a. Safety Helmet
F.2
b. Safety Shoes
c. Safety Gloves
Sub - Total for F.2 - As Evaluated
G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 25,295.39
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 0% -
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 2,529.54
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 1,391.25
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 29,216.17
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : B.9 - Mobilization / Demobilization

Unit of Measurement : L.S.

Output per hour - As Submitted : December 31, 1899
Output per hour - As Evaluated : December 31, 1899

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

A.1 Labor

Sub - Total for A.1 - As Submitted -

Labor
A.2
Sub - Total for A.2 - As Evaluated

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

Equipment
a. Mobilization/Demobilization 34,079.69
B.1

Sub - Total for B.1 - As Submitted 34,079.69

Equipment
Dump Truck (12 yd³)
Transit Mixer (5-6 yd³)
B.2 Cargo/Service Truck (9-10 mt)
Water Truck/Pump (16000 L)
Low Bed Trailer w/ Truck Tractor
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 34,079.69
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.00
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 34,079.69
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

F.1 Materials

Sub - Total for F.1 - As Submitted -

Materials
F.2
Sub - Total for F.2 - As Evaluated
G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 34,079.69
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 0% -
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 0% -
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 1,703.98
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 35,783.67
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
0
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 801(1) - Removal of Structures and Obstruction

Unit of Measurement : L.S.

Output per hour - As Submitted : 1.00
Output per hour - As Evaluated : 1.00

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

Labor
A.1 a. Construction Foreman 1 51.00 65.55 3,342.80
b. Skilled Laborer 2 51.00 47.62 4,857.62
c. Unskilled Laborer 7 51.00 36.75 13,117.97
Sub - Total for A.1 - As Submitted 21,318.38
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 2,131.84
Sub - Total for B.1 - As Submitted 2,131.84
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 23,450.22
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.00
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 23,450.22
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials

F.1

Sub - Total for F.1 - As Submitted -

Materials

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 23,450.22
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 3,517.53
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 2,345.02
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 1,465.64
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 30,778.41
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : m³
Output per hour - As Submitted : 20.00
Output per hour - As Evaluated : 20.00

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 0 1.00 67.67 -
c. Unskilled Laborer 3 1.00 52.23 156.69
Sub - Total for A.1 - As Submitted 250.31
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1 a. Backhoe (0.80 m^3) 1 1.00 1,537.00 1,537.00
b. Dump Truck (12 yd^3) 2 1.00 1,420.00 2,840.00
Minor Tools (10% of labor cost) 25.03
Sub - Total for B.1 - As Submitted 4,402.03
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 4,652.34
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 20.00
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 232.62
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials

F.1

Sub - Total for F.1 - As Submitted -

Materials

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 232.62
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 34.89
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 23.26
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 14.54
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 305.31
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : m3
Output per hour - As Submitted : 9.84
Output per hour - As Evaluated : 9.84

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 0 1.00 67.67 -
c. Unskilled Laborer 3 1.00 52.23 156.69
Sub - Total for A.1 - As Submitted 250.31
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1 a. Plate Compactor 1 0.75 123.00 92.25
b. Backhoe (0.80cu.m.) 1 0.75 1,537.00 1,152.75
Minor Tools (10% of labor cost) 25.03
Sub - Total for B.1 - As Submitted 1,270.03
Equipment
a. Plate Compactor
B.2
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 1,520.34
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 9.84
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 154.51
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials

F.1

Sub - Total for F.1 - As Submitted -

Materials

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 154.51
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 23.18
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 15.45
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 9.66
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 202.79
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : m3
Output per hour - As Submitted : 9.84
Output per hour - As Evaluated : 9.84

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

Labor
A.1 a. Construction Foreman 1 1.00 748.96 748.96
b. Skilled Laborer 0 1.00 67.67 -
c. Unskilled Laborer 3 1.00 52.23 156.69
Sub - Total for A.1 - As Submitted 905.65
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1
a. Plate Compactor 1 0.50 62.50 31.25
Minor Tools (10% of labor cost) 90.57
Sub - Total for B.1 - As Submitted 121.82
Equipment
a. Plate Compactor
B.2
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 1,027.47
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 9.84
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 104.42
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Embankment Materials (w/ 20% Shrinkage Factor) m3 1.20 270.00 324.00

F.1

Sub - Total for F.1 - As Submitted 324.00

Materials

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 428.42
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 64.26
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 42.84
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 26.78
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 562.30
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III FERNANDO F. BUGARIN

Architect II OIC-Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 804(4) - Gravelfill

Unit of Measurement : m³
Output per hour - As Submitted : 1.20
Output per hour - As Evaluated : 1.20

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 0 1.00 67.67 -
c. Unskilled Laborer 3 1.00 52.23 156.69
Sub - Total for A.1 - As Submitted 250.31
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1
a. Plate Compactor 1 0.50 123.00 61.50
Minor Tools (10% of labor cost) 25.03
Sub - Total for B.1 - As Submitted 86.53
Equipment
a. Plate Compactor
B.2
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 336.84
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.20
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 280.70
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Gravel Bedding (G1) (w/ 5% Shrinkage Factor) m3 1.05 600.00 630.00

F.1

Sub - Total for F.1 - As Submitted 630.00

Materials

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 910.70
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 136.61
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 91.07
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 56.92
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 1,195.29
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 900(1)c1 - Structural Concrete (Class A, 28 days)

Unit of Measurement : m³
Output per hour - As Submitted : 0.365
Output per hour - As Evaluated : 0.365

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

Labor
A.1 a. Construction Foreman December 31, 1899 1.00 65.55 65.55
b. Skilled Laborer December 31, 1899 1.00 47.62 47.62
c. Unskilled Laborer January 3, 1900 1.00 36.75 146.98
Sub - Total for A.1 - As Submitted 260.15
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1
a. One Bagger Mixer December 31, 1899 1.00 156.00 156.00
Minor Tools (10% of labor cost) 26.01
Sub - Total for B.1 - As Submitted 182.01
Equipment
a. One Bagger Mixer
B.2
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 442.16
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 0.365
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 1,211.41
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Gravel m3 1.00 600.00 600.00
b. Sand m3 0.50 500.00 250.00
F.1
c. Portland Cement bags 10.00 240.00 2,400.00

Sub - Total for F.1 - As Submitted 3,250.00

Materials

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 4,461.41
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 669.21
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 446.14
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 278.84
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 5,855.60
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 900(1)c2 - Structural Concrete for Footing and Slab on Fill (Class A, 28 days)

Unit of Measurement : m³
Output per hour - As Submitted : 0.357
Output per hour - As Evaluated : 0.357

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 1 1.00 67.67 67.67
c. Unskilled Laborer 4 1.00 52.23 208.92
Sub - Total for A.1 - As Submitted 370.21
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1
a. One Bagger Mixer 1 1.00 172.00 172.00
Minor Tools (10% of labor cost) 37.02
Sub - Total for B.1 - As Submitted 209.02
Equipment
a. One Bagger Mixer
B.2
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 579.23
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 0.357
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 1,622.50
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Gravel m3 1.00 600.00 600.00
b. Sand m3 0.50 500.00 250.00
F.1
c. Portland Cement bags 9.10 250.00 2,275.00

Sub - Total for F.1 - As Submitted 3,125.00

Materials

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 4,747.50
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 712.12
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 474.75
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 296.72
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 6,231.09
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 900(1)c3 - Structural Concrete for Footing Tie Beam (Class A, 28 days)

Unit of Measurement : m³
Output per hour - As Submitted : 0.270
Output per hour - As Evaluated : 0.270

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 1 1.00 67.67 67.67
c. Unskilled Laborer 4 1.00 52.23 208.92
Sub - Total for A.1 - As Submitted 370.21
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1
a. One Bagger Mixer 1 1.00 172.00 172.00
Minor Tools (10% of labor cost) 37.02
Sub - Total for B.1 - As Submitted 209.02
Equipment
a. One Bagger Mixer
B.2
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 579.23
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 0.270
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 2,145.30
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Gravel m3 1.00 600.00 600.00
b. Sand m3 0.50 500.00 250.00
F.1
c. Portland Cement bags 9.10 250.00 2,275.00

Sub - Total for F.1 - As Submitted 3,125.00

Materials

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 5,270.30
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 790.55
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 527.03
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 329.39
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 6,917.27
K.2 Total Unit Cost - As Evaluated
Note: 1. This cost sheet shall be used for concreting footing tie beam, column, suspended slab, and girder/beam by using manual mixing and manual pouring of concrete
applicable for Item Nos. 900(1)c3, 900(1)c4, 900(1)c5 and 900(1)c6. Ideally, this cost sheet shall be used for one-storey to two-storey buildings involving one to two spans in
remote areas.

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : m³
Output per hour - As Submitted : 0.270
Output per hour - As Evaluated : 0.270

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 1 1.00 67.67 67.67
c. Unskilled Laborer 4 1.00 52.23 208.92
Sub - Total for A.1 - As Submitted 370.21
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1
a. One Bagger Mixer 1 1.00 172.00 172.00
Minor Tools (10% of labor cost) 37.02
Sub - Total for B.1 - As Submitted 209.02
Equipment
a. One Bagger Mixer
B.2
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 579.23
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 0.270
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 2,145.30
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Gravel m3 1.00 600.00 600.00
b. Sand m3 0.50 500.00 250.00
F.1
c. Portland Cement bags 9.10 250.00 2,275.00

Sub - Total for F.1 - As Submitted 3,125.00

Materials

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 5,270.30
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 790.55
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 527.03
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 329.39
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 6,917.27
K.2 Total Unit Cost - As Evaluated
Note: 1. This cost sheet shall be used for concreting footing tie beam, column, suspended slab, and girder/beam by using manual mixing and manual pouring of concrete
applicable for Item Nos. 900(1)c3, 900(1)c4, 900(1)c5 and 900(1)c6. Ideally, this cost sheet shall be used for one-storey to two-storey buildings involving one to two spans in
remote areas.

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : m3
Output per hour - As Submitted : 0.270
Output per hour - As Evaluated : 0.270

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

Labor
A.1 a. Construction Foreman December 31, 1899 1.00 65.55 65.55
b. Skilled Laborer December 31, 1899 1.00 47.62 47.62
c. Unskilled Laborer January 3, 1900 1.00 36.75 146.98
Sub - Total for A.1 - As Submitted 260.15
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1
a. One Bagger Mixer December 31, 1899 1.00 156.00 156.00
Minor Tools (10% of labor cost) 26.01
Sub - Total for B.1 - As Submitted 182.01
Equipment
a. One Bagger Mixer
B.2
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 442.16
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 0.270
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 1,637.64
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Gravel m3 1.00 600.00 600.00
b. Sand m3 0.50 500.00 250.00
F.1
c. Portland Cement bags 10.00 240.00 2,400.00

Sub - Total for F.1 - As Submitted 3,250.00

Materials

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 4,887.64
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 733.15
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 488.76
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 305.48
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 6,415.03
K.2 Total Unit Cost - As Evaluated
Note: 1. This cost sheet shall be used for concreting footing tie beam, column, suspended slab, and girder/beam by using manual mixing and manual pouring of concrete
applicable for Item Nos. 900(1)c3, 900(1)c4, 900(1)c5 and 900(1)c6. Ideally, this cost sheet shall be used for one-storey to two-storey buildings involving one to two spans in
remote areas.

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA
Architect II Assistant Chief/Engineer III
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 902(1)a - Reinforcing Steel, Grade 40

Unit of Measurement : kgs.

Output per hour - As Submitted : 143.438
Output per hour - As Evaluated : 143.438

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 3 1.00 67.67 203.01
c. Unskilled Laborer 12 1.00 52.23 626.76
Sub - Total for A.1 - As Submitted 923.39
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1 a. Bar Cutter 1 0.50 219.75 109.88
b. Bar Bender 1 0.50 351.50 175.75
Minor Tools (10% of labor cost) 92.34
Sub - Total for B.1 - As Submitted 377.96
Equipment
a. Bar Cutter
B.2 b. Bar Bender
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 1,301.35
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 143.438
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 9.07
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Deformed Reinforcing Steel, Grade 40 kg. 1.00 40.00 40.00
b. #16 Galvanized Iron Wire kg. 0.02 75.00 1.13
F.1
c. Consumables (5% of Materials Cost) 2.06

Sub - Total for F.1 - As Submitted 43.18

Materials

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 52.25
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 7.84
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 5.23
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 3.27
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 68.58
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 903(2) - Formworks and Falseworks

Unit of Measurement : m2
Output per hour - As Submitted : 3.240
Output per hour - As Evaluated : 3.240

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

Labor
Installation
a. Construction Foreman 1 1.00 93.62 93.62
A.1 b. Skilled Laborer 2 1.00 67.67 135.34
c. Unskilled Laborer 4 1.00 52.23 208.92
Stripping -
a. Construction Foreman 1 0.41 93.62 38.38
c. Unskilled Laborer 6 0.41 52.23 128.49
Sub - Total for A.1 - As Submitted 604.75
Labor
Installation
a. Construction Foreman
b. Skilled Laborer
A.2 c. Unskilled Laborer
Stripping
a. Construction Foreman
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 60.48
Sub - Total for B.1 - As Submitted 60.48
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 665.23
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 3.240
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 205.32
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Ordinary Plywood - 3 uses pcs 0.347 315.00 36.44
F.1
b. Good Lumber - 3 uses Bd. Ft. 7.190 48.00 115.04
c. Assorted Common Wire Nails kg. 0.210 65.00 13.65
d. Consumables (5% of Materials Cost) 8.26
Sub - Total for F.1 - As Submitted 173.38
Materials
a. Ordinary Plywood - 3 uses
b. Good Lumber - 3 uses
F.2
c. Assorted Common Wire Nails
d. Consumables (5% of Materials Cost)
Sub - Total for F.2 - As Evaluated
G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 378.70
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 56.80
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 37.87
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 23.67
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 497.04
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : Liters

Output per hour - As Submitted : 5.400
Output per hour - As Evaluated : 5.400

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

Labor
A.1 a. Construction Foreman December 31, 1899 1.00 65.55 65.55
b. Skilled Laborer December 31, 1899 1.00 47.62 47.62
c. Unskilled Laborer January 1, 1900 1.00 36.75 73.49
Sub - Total for A.1 - As Submitted 186.66
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1
Minor Tools (10% of labor cost) 18.67

Sub - Total for B.1 - As Submitted 18.67

Equipment
Minor Tools (10% of labor cost)
B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 205.32
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 5.400
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 38.02
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Soil Poisoning liters 1.000 320.00 320.00

F.1

Sub - Total for F.1 - As Submitted 320.00

Materials
a. Soil Poisoning

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 358.02
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 53.70
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 35.80
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 22.38
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 469.91
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
0
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : m2
Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
A.1 a. Construction Foreman December 31, 1899 1.00 65.55 65.55
b. Skilled Laborer December 31, 1899 1.00 47.62 47.62
c. Unskilled Laborer December 31, 1899 1.00 36.75 36.75
Sub - Total for A.1 - As Submitted 149.91
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 14.99
Sub - Total for B.1 - As Submitted 14.99
Equipment

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 164.91
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 164.91
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Panel door m2 1.000 2,500.00 2,500.00

F.1

Sub - Total for F.1 - As Submitted 2,500.00

Materials
a. Panel door

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 2,664.91
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 399.74
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 266.49
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 166.56
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 3,497.69
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
0
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1010(1) - Frames (Jambs, Sill, Head, Transoms and Mullions)

Unit of Measurement : set

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
A.1 a. Construction Foreman December 31, 1899 2.00 65.55 131.09
b. Skilled Laborer December 31, 1899 2.00 47.62 95.25
c. Unskilled Laborer December 31, 1899 2.00 36.75 73.49
Sub - Total for A.1 - As Submitted 299.83
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 29.98
Sub - Total for B.1 - As Submitted 29.98
Equipment

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 329.81
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 329.81
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Door Jambs set 1.000 2,000.00 2,000.00
b. Consumables (5% of Materials Cost) 100.00
F.1

Sub - Total for F.1 - As Submitted 2,100.00

Materials
a. Door Jambs

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 2,429.81
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 364.47
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 242.98
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 151.86
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 3,189.13
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
0
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1005(5) - Grille Window

Unit of Measurement : m2
Output per hour - As Submitted : 1.600
Output per hour - As Evaluated : 1.600

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

Labor
A.1 a. Construction Foreman December 31, 1899 1.00 65.55 65.55
b. Skilled Laborer December 31, 1899 1.00 47.62 47.62
c. Unskilled Laborer January 1, 1900 1.00 36.75 73.49
Sub - Total for A.1 - As Submitted 186.66
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 18.67
Sub - Total for B.1 - As Submitted 18.67
Equipment

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 205.32
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.600
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 128.33
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. 12 mm x 12 mm square bar kg. 12.560 52.00 653.12
b. 25 x 4 mm flat bar kg. 2.080 52.00 108.16
F.1
c. Metal Paint gal. 0.100 550.00 55.00
d. Consumables (3% of Materials Cost) 24.49

Sub - Total for F.1 - As Submitted 840.77

Materials
a. 12 mm x 12 mm square bar
b. 25 x 4 mm flat bar
c. Metal Paint
F.2
d. Consumables (3% of Materials Cost)

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 969.10
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 145.36
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 96.91
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 60.57
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 1,271.94
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
0
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : m2
Output per hour - As Submitted : 1.600
Output per hour - As Evaluated : 1.600

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

Labor
A.1 a. Construction Foreman December 31, 1899 1.00 65.55 65.55
b. Skilled Laborer December 31, 1899 1.00 47.62 47.62
c. Unskilled Laborer December 31, 1899 1.00 36.75 36.75
Sub - Total for A.1 - As Submitted 149.91
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 14.99
Sub - Total for B.1 - As Submitted 14.99
Equipment

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 164.91
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.600
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 103.07
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Jalousie Window (Glass) m2 1.000 1,700.00 1,700.00
F.1
d. Consumables (3% of Materials Cost) 51.00

Sub - Total for F.1 - As Submitted 1,751.00

Materials
a. Jalousie Window (Glass)
d. Consumables (3% of Materials Cost)
F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 1,854.07
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 278.11
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 185.41
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 115.88
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 2,433.46
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
0
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1004(2)a - Lockset

Unit of Measurement : set

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
A.1 (Labor cost for these items are to be considered/included in the installation of doors, windows, and other fabricated materials.)

Sub - Total for A.1 - As Submitted -

Labor
(Labor cost for these items are to be considered/included in the installation of doors, windows, and other fabricated materials.)
A.2

Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) -
Sub - Total for B.1 - As Submitted -
Equipment

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted -
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted -
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Lockset (Lever Type) set 1.000 1,200.00 1,200.00
F.1

Sub - Total for F.1 - As Submitted 1,200.00

Materials
a. Lockset (Lever Type)

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 1,200.00
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 180.00
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 120.00
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 75.00
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 1,575.00
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
0
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : set

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
A.1 (Labor cost for these items are to be considered/included in the installation of doors, windows, and other fabricated materials.)

Sub - Total for A.1 - As Submitted -

Labor
(Labor cost for these items are to be considered/included in the installation of doors, windows, and other fabricated materials.)
A.2

Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) -
Sub - Total for B.1 - As Submitted -
Equipment

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted -
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted -
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Hinges set 1.000 65.00 65.00
F.1

Sub - Total for F.1 - As Submitted 65.00

Materials
a. Hinges

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 65.00
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 9.75
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 6.50
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 4.06
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 85.31
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
0
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : L.S.

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
A.1 a. Construction Foreman December 31, 1899 6.00 65.55 393.27
b. Skilled Laborer December 31, 1899 8.00 47.62 380.99
c. Unskilled Laborer December 31, 1899 8.00 36.75 293.96
Sub - Total for A.1 - As Submitted 1,068.22
Labor

A.2

Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 106.82
Sub - Total for B.1 - As Submitted 106.82
Equipment

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 1,175.04
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 1,175.04
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Blackboard sets 2.000 3,100.00 6,200.00
F.1

Sub - Total for F.1 - As Submitted 6,200.00

Materials
a. Blackboard

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 7,375.04
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 1,106.26
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 737.50
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 460.94
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 9,679.74
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
0
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1046(2)a1 - 100mm CHB Non-Load Bearing(Incldg. Reinforced Steel)

Unit of Measurement : m²
Output per hour - As Submitted : 3.825
Output per hour - As Evaluated : 3.825

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 2 1.00 67.67 135.34
c. Unskilled Laborer 3 1.00 52.23 156.69
Sub - Total for A.1 - As Submitted 385.65
Labor

A.2

Sub - Total for A.2 - As Evaluated

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

Equipment
B.1
a. One-bagger mixer 1 1.00 172.00 172.00
Minor Tools (10% of labor cost) 38.57
Sub - Total for B.1 - As Submitted 210.57
Equipment

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 596.22
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 3.825
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 155.87
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. 100 mm thk CHB (Non - Load Bearing) pc. 13.000 10.00 130.00
b. Cement bag 0.525 250.00 131.25
F.1
c. Sand m3 0.040 500.00 20.00
d. Reinforcing Steel
kgs. 3.24 40.00 129.60
e. #16 Tie wire kg. 0.05 75.00 3.75

Sub - Total for F.1 - As Submitted 414.60

Materials
a. 100 mm thk CHB (Non - Load Bearing)

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 570.47
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 85.57
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 57.05
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 35.65
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 748.75
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III FERNANDO F. BUGARIN

Architect II OIC-Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1018(3) - Granite Tiles

Unit of Measurement : m2
Output per hour - As Submitted : 1.120
Output per hour - As Evaluated : 1.120

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

Labor
A.1 a. Construction Foreman December 31, 1899 1.00 65.55 65.55
b. Skilled Laborer January 1, 1900 1.00 47.62 95.25
c. Unskilled Laborer January 1, 1900 1.00 36.75 73.49
Sub - Total for A.1 - As Submitted 234.28
Labor

A.2

Sub - Total for A.2 - As Evaluated

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

Equipment
B.1
Tile cutter December 31, 1899 1.00 January 17, 1900 18.75
Minor Tools (10% of labor cost) 23.43
Sub - Total for B.1 - As Submitted 42.18
Equipment

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 276.46
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.120
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 246.84
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Granite Floor Tiles, 0.60m x 0.60m (Glazed) sq.m. 1.000 740.00 740.00
F.1
b. Portland Cement bag 1.00 240.00 240.00
c. White Cement, Tile Trim & etc…(L.S.) 165.00

Sub - Total for F.1 - As Submitted 1,145.00

Materials
a. Granite Floor Tiles, 0.60m x 0.60m (Glazed)

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 1,391.84
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 208.78
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 139.18
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 86.99
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 1,826.79
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1021(1)c - Plain Cement Floor Finish with Floor Hardener

Unit of Measurement : m2
Output per hour - As Submitted : 5.950
Output per hour - As Evaluated : 5.950

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

Labor
A.1 a. Construction Foreman December 31, 1899 1.00 65.55 65.55
b. Skilled Laborer December 31, 1899 1.00 47.62 47.62
c. Unskilled Laborer January 2, 1900 1.00 36.75 110.24
Sub - Total for A.1 - As Submitted 223.40
Labor

A.2

Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 22.34
Sub - Total for B.1 - As Submitted 22.34
Equipment

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 245.74
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 5.950
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 41.30
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Cement bag 0.726 240.00 174.24
F.1
b. Sand m3 0.06 500.00 27.50
c. Floor Hardener bag 0.05 250.00 12.50

Sub - Total for F.1 - As Submitted 214.24

Materials
a. Cement

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 255.54
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 38.33
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 25.55
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 15.97
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 335.40
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1046(2)a2 - 150mm CHB Non-Load Bearing(Incldg. Reinforced Steel)

Unit of Measurement : m2
Output per hour - As Submitted : 3.180
Output per hour - As Evaluated : 3.180

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

Labor
A.1 a. Construction Foreman December 31, 1899 1.00 65.55 65.55
b. Skilled Laborer January 1, 1900 1.00 47.62 95.25
c. Unskilled Laborer January 2, 1900 1.00 36.75 110.24
Sub - Total for A.1 - As Submitted 271.03
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1
a. One-bagger mixer December 31, 1899 1.00 172.00 172.00
Minor Tools (10% of labor cost) 27.10
Sub - Total for B.1 - As Submitted 199.10
Equipment
a. One-bagger mixer
B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 470.13
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 3.180
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 147.84
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. 150 mm thk CHB (Non - Load Bearing) pc. 12.500 12.00 150.00
b. Cement bag 1.400 240.00 336.00
F.1
c. Sand m3 0.040 500.00 20.00
d. Reinforcing Steel
kgs. 3.24 37.00 119.88
e. #16 Tie wire kg. 0.05 75.00 3.75

Sub - Total for F.1 - As Submitted 629.63

Materials
a. 150 mm thk CHB (Non - Load Bearing)
b. Cement
c. Sand
F.2 d. Reinforcing Steel

e. #16 Tie wire

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 777.47
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 116.62
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 77.75
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 48.59
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 1,020.43
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1027(1) - Cement Plaster Finish

Unit of Measurement : m²
Output per hour - As Submitted : 7.125
Output per hour - As Evaluated : 7.125

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 2 1.00 67.67 135.34
c. Unskilled Laborer 4 1.00 52.23 208.92
Sub - Total for A.1 - As Submitted 437.88
Labor

A.2

Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 43.79
Sub - Total for B.1 - As Submitted 43.79
Equipment

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 481.67
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 7.125
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 67.60
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Cement bag 0.330 250.00 82.50
F.1
b. Sand m3 0.027 500.00 13.50

Sub - Total for F.1 - As Submitted 96.00

Materials
a. Cement

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 163.60
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 24.54
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 16.36
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 10.23
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 214.73
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1027(3) - Decorative Stone

Unit of Measurement : m2
Output per hour - As Submitted : 1.950
Output per hour - As Evaluated :

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 5 1.00 67.67 338.35
c. Unskilled Laborer 5 1.00 52.23 261.15
Sub - Total for A.1 - As Submitted 693.12
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 69.31
Sub - Total for B.1 - As Submitted 69.31
Equipment

B.2

Sub - Total for B.2 - As Evaluated

C.1 Total (A.1 + B.1) - As Submitted 762.43
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.950
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 390.99
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Decorative Stone sq.m. 1.050 1200.00 1,260.00
b. Cement bag 0.325 250.00 81.25
F.1
c. Sand cu.m. 0.026 500.00 13.00
d. Tile Grout bag 0.125 70.00 8.75

Sub - Total for F.1 - As Submitted 1,363.00

Materials
a. Decorative Stone
b. Cement
c. Sand
F.2
d. Tile Grout

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 1,753.99
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 263.10
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 175.40
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 109.62
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 2,302.11
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1051(6) - Railing

Unit of Measurement : L.S

Output per hour - As Submitted : 1.00
Output per hour - As Evaluated :

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

Labor
A.1 a. Construction Foreman 1 12.38 93.62 1,158.55
b. Skilled Laborer 2 24.75 67.67 3,349.67
c. Unskilled Laborer 4 24.75 52.23 5,170.77
Sub - Total for A.1 - As Submitted 9,678.98
Labor

A.2

Sub - Total for A.2 - As Evaluated

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

Equipment
B.1 a. Welding Machine 1 24.75 391.00 9,677.25
b. Cutting Outfit 1 6.19 45.45 281.22
Minor Tools (10% of labor cost) 967.90
Sub - Total for B.1 - As Submitted 10,926.37
Equipment
a. Welding Machine
B.2 b. Cutting Outfit
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 20,605.35
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 20,605.35
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
F.1 Metal Tube - 50mm x 75 mm x 6.0m (0.9mm thick) pcs. 52.00 580.00 30,160.00
Welding Rod pcs. 4.68 120.00 561.60
Consumables (5% of material cost) 1,536.08
Sub - Total for F.1 - As Submitted 32,257.68
Materials

Metal Tube - 50mm x 75 mm x 6.0m (0.9mm thick)

F.2

Consumables (5% of material cost)

Sub - Total for F.2 - As Evaluated
G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 52,863.03
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 7,929.45
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 5,286.30
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 3,303.94
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 69,382.73
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : m2
Output per hour - As Submitted : 5.560
Output per hour - As Evaluated :

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 1 1.00 67.67 67.67
c. Unskilled Laborer 2 1.00 52.23 104.46
Sub - Total for A.1 - As Submitted 265.75
Labor
A.2
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 26.58
Sub - Total for B.1 - As Submitted 26.58
Equipment
B.2
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 292.33
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 5.560
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 52.58
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
F.1
a. Reflective Insulation, 10 mm thk m2 1.00 135.00 135.00
b. Consumbles (5% of Materials Cost) 6.75
Sub - Total for F.1 - As Submitted 141.75
Materials
F.2
Sub - Total for F.2 - As Evaluated
G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 194.33
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 29.15
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 19.43
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 12.15
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 255.05
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1053(2)b1 - 38 mm Ø G.I. Pipe Railings

Unit of Measurement : m
Output per hour - As Submitted : 6.255
Output per hour - As Evaluated : 6.255

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 1 1.00 67.67 67.67
c. Unskilled Laborer 2 1.00 52.23 104.46
Sub - Total for A.1 - As Submitted 265.75
Labor

A.2

Sub - Total for A.2 - As Evaluated

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

Equipment
B.1 a. Welding Machine 1 0.75 391.00 293.25
b. Cutting Outfit 1 0.25 45.45 11.36
Minor Tools (10% of labor cost) 26.58
Sub - Total for B.1 - As Submitted 331.19
Equipment
a. Welding Machine
B.2 b. Cutting Outfit
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 596.94
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 6.255
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 95.43
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. 38 mm Ø G.I. Pipe pc. 0.330 1,050.00 346.50
F.1
b. Welding Rod pcs. 0.02 105.00 1.58
c. Consumables (5% of material cost) 17.40

Sub - Total for F.1 - As Submitted 365.48

Materials
a. 38 mm Ø G.I. Pipe

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 460.91
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 69.14
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 46.09
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 28.81
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 604.95
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1003(1) - 4.5mm Fiber Cement Board on Metal Frame Ceiling

Unit of Measurement : m2
Output per hour - As Submitted : 1.243
Output per hour - As Evaluated : 1.243

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

Labor
A.1 a. Construction Foreman December 31, 1899 1.00 65.55 65.55
b. Skilled Laborer December 31, 1899 1.00 47.62 47.62
c. Unskilled Laborer January 1, 1900 1.00 36.75 73.49
Sub - Total for A.1 - As Submitted 186.66
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 18.67
Sub - Total for B.1 - As Submitted 18.67
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 205.32
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.243
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 165.18
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. 4.5mm Fiber Cement Board pc. 0.365 450.00 164.25
b. Metal Furring pc. 1.131 130.00 147.03
and specifications
c. Carrying ) 3m length
Channels pc. 0.357 150.00 53.55
F.1
d. Hanger Bars/Rod pc. 1.00 80.00 80.00
e. Channel clip pc. 6.00 20.00 120.00
f. Wall Angle pc. 0.24 100.00 23.80
g. Rivets pc. 14.00 1.50 21.00
h. 1" Metal Screw pc. 4.00 3.00 12.00
Sub - Total for F.1 - As Submitted 621.63
Materials
a. 4.5mm Fiber Cement Board
b. Metal Furring
and specifications ) 3m length
c. Carrying Channels
d. Hanger Bars/Rod
F.2
e. Channel clip
f. Wall Angle
g. Rivets
h. 1" Metal Screw
Sub - Total for F.2 - As Evaluated
G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 786.81
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 118.02
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 78.68
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 49.18
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 1,032.69
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
0
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : m2
Output per hour - As Submitted : 5.560
Output per hour - As Evaluated : 5.560

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

Labor
A.1 a. Construction Foreman December 31, 1899 1.00 65.55 65.55
b. Skilled Laborer December 31, 1899 1.00 47.62 47.62
c. Unskilled Laborer January 1, 1900 1.00 36.75 73.49
Sub - Total for A.1 - As Submitted 186.66
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 18.67
Sub - Total for B.1 - As Submitted 18.67
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 205.32
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 5.560
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 36.93
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Reflective Insulation, 10 mm thk m2 1.000 135.00 135.00
b. Consumbles (5% of Materials Cost) 6.75

F.1

Sub - Total for F.1 - As Submitted 141.75

Materials
a. Reflective Insulation, 10 mm thk
b. Consumbles (5% of Materials Cost)

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 178.68
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 26.80
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 17.87
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 11.17
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 234.52
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA
Architect II Assistant Chief/Engineer III
0
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1032(1)a - Painting Works (Masonry/Concrete)

Unit of Measurement : m²
Output per hour - As Submitted : 2.100
Output per hour - As Evaluated : 2.100

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 2 1.00 67.67 135.34
c. Unskilled Laborer 1 1.00 52.23 52.23
Sub - Total for A.1 - As Submitted 281.19
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 28.12
Sub - Total for B.1 - As Submitted 28.12
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 309.31
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 2.100
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 147.29
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Concrete Neutralizer gal. 0.020 227.12 4.54
b. Concrete Sealer/Primer gal. 0.040 300.00 12.00
c. Patching Compound gal. 0.050 320.00 16.00
F.1
d. Semi Gloss Latex (two coats) gal. 0.080 480.00 38.40
e. Consumables (5% of Materials Cost) 3.55

Sub - Total for F.1 - As Submitted 74.49

Materials
a. Concrete Neutralizer
b. Concrete Sealer/Primer
c. Patching Compound
d. Semi Gloss Latex (two coats)
F.2
e. Consumables (5% of Materials Cost)

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 221.78
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 33.27
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 22.18
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 13.86
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 291.09
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : m2
Output per hour - As Submitted : 1.890
Output per hour - As Evaluated : 1.890

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

Labor
A.1 a. Construction Foreman December 31, 1899 1.00 65.55 65.55
b. Skilled Laborer January 1, 1900 1.00 47.62 95.25
c. Unskilled Laborer December 31, 1899 1.00 36.75 36.75
Sub - Total for A.1 - As Submitted 197.54
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 19.75
Sub - Total for B.1 - As Submitted 19.75
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 217.29
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.890
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 114.97
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Glazzing Putty gal. 0.050 492.00 24.60
b. Flat Wall Enamel gal. 0.082 480.00 39.36
c. Enamel Quick Dry gal. 0.082 600.00 49.20
F.1
d. Paint Thinner liter 0.040 260.00 10.40
e. Tinting Color (Optional) pint 0.010 135.00 1.35
f. Consumables (5% of Materials Cost) 6.25

Sub - Total for F.1 - As Submitted 131.16

Materials
a. Glazzing Putty
b. Flat Wall Enamel
c. Enamel Quick Dry
d. Paint Thinner
F.2
e. Tinting Color (Optional)

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 246.12
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 36.92
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 24.61
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 15.38
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 323.04
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA
Architect II Assistant Chief/Engineer III
0
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : m²
Output per hour - As Submitted : 2.000
Output per hour - As Evaluated : 2.000

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 2 1.00 67.67 135.34
c. Unskilled Laborer 1 1.00 52.23 52.23
Sub - Total for A.1 - As Submitted 281.19
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 28.12
Sub - Total for B.1 - As Submitted 28.12
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 309.31
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 2.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 154.65
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Red Oxide Primer gal. 0.040 625.00 25.00
b. Enamel Paint gal. 0.100 600.00 60.00
c. Paint thinner liter 0.250 200.00 50.00
F.1
d. Tinting Color (Optional) pint 0.010 135.00 1.35
e. Consumables (5% of Materials Cost) 6.82

Sub - Total for F.1 - As Submitted 143.17

Materials
a. Red Oxide Primer
b. Enamel Paint
c. Paint thinner
d. Tinting Color (Optional)
F.2
e. Consumables (5% of Materials Cost)

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 297.82
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 44.67
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 29.78
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 18.61
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 390.89
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1014(1)b2 - Prepainted Metal Sheets ( Long Span,Rib-Type,0.427mm thk)

Unit of Measurement : m²
Output per hour - As Submitted : 2.769
Output per hour - As Evaluated : 2.769

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 1 1.00 67.67 67.67
c. Unskilled Laborer 2 1.00 52.23 104.46
Sub - Total for A.1 - As Submitted 265.75
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 26.58
Sub - Total for B.1 - As Submitted 26.58
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 292.33
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 2.769
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 105.57
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Prepainted Metal Sheets ( Long Span, 0.427mm thk) m2 1.000 370.00 370.00
b. Tekscrew/J-bolt with washers pc. 10.000 2.50 25.00
c. Consumables (3% of Materials Cost) 11.85
F.1

Sub - Total for F.1 - As Submitted 406.85

Materials
a. Prepainted Metal Sheets ( Long Span, 0.427mm thk)
b. Tekscrew/J-bolt with washers
c. Consumables (3% of Materials Cost)

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 512.42
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 76.86
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 51.24
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 32.03
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 672.55
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : L.M.

Output per hour - As Submitted : 10.000
Output per hour - As Evaluated : 10.000

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 1 1.00 67.67 67.67
c. Unskilled Laborer 1 1.00 52.23 52.23
Sub - Total for A.1 - As Submitted 213.52
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 21.35
Sub - Total for B.1 - As Submitted 21.35
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 234.87
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 10.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 23.49
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Ridge Roll m 1.050 168.00 176.40
b. Blind Rivets pc. 19.000 1.50 28.50
c. Consumables (3% of Materials Cost) 6.15
F.1

Sub - Total for F.1 - As Submitted 211.05

Materials
a. Ridge Roll
b. Blind Rivets
c. Consumables (3% of Materials Cost)

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 234.53
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 35.18
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 23.45
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 14.66
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 307.83
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1013(2)a2 - Fabricated Metal Roofing Accessory (Flashings); (gauge 26)

Unit of Measurement : L.M.

Output per hour - As Submitted : 10.000
Output per hour - As Evaluated : 10.000

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 1 1.00 67.67 67.67
c. Unskilled Laborer 1 1.00 52.23 52.23
Sub - Total for A.1 - As Submitted 213.52
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 21.35
Sub - Total for B.1 - As Submitted 21.35
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 234.87
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 10.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 23.49
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Pre-Painted Plain Sheet (Flashing), 0.80m. x 2.44m. x 0.40mm. m 1.05 168.00 176.40
b. Blind Rivets pcs. 19.00 1.50 28.50
c. Consumables (3% of Materials Cost) 6.15
F.1

Sub - Total for F.1 - As Submitted 211.05

Materials
a. Pre-Painted Plain Sheet (Flashing), 0.80m. x 2.44m. x 0.40mm.
b. Blind Rivets
c. Consumables (3% of Materials Cost)

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 234.53
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 35.18
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 23.45
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 14.66
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 307.83
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1013(2)b1 - Fabricated Metal Roofing Accessory (Gutters); (gauge 24)

Unit of Measurement : L.M.

Output per hour - As Submitted : 11.800
Output per hour - As Evaluated : 11.800

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

Labor
A.1 a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 1 1.00 67.67 67.67
c. Unskilled Laborer 1 1.00 52.23 52.23
Sub - Total for A.1 - As Submitted 213.52
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 21.35
Sub - Total for B.1 - As Submitted 21.35
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 234.87
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 11.800
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 19.90
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Pre-Painted Gutter, 0.457m. x 2.44m. x 0.40mm. m 1.00 168.00 168.00
b.12" x 1" Plain GI Strap pcs. 3.00 50.00 150.00
c. Blind Rivets pcs. 16.00 1.50 24.00
F.1
d. Consumables (3% of Materials Cost) 10.26

Sub - Total for F.1 - As Submitted 352.26

Materials
a. Pre-Painted Gutter, 0.457m. x 2.44m. x 0.40mm.
b.12" x 1" Plain GI Strap
c. Blind Rivets

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 372.16
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 55.82
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 37.22
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 23.26
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 488.47
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1047(2)a - Structural Steel, Trusses

Unit of Measurement : kgs.

Output per hour - As Submitted : 85.000
Output per hour - As Evaluated : 85.000

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

Labor
Fabrication:
a. Construction Foreman 1 1.00 93.62 93.62
A.1 b. Skilled Laborer 2 1.00 67.67 135.34
c. Unskilled Laborer 2 1.00 52.23 104.46
Erection:
a. Skilled Laborer 3 0.49 67.67 99.47
b. Unskilled Laborer 3 0.49 52.23 76.78
Sub - Total for A.1 - As Submitted 509.67
Labor
Fabrication:
a. Construction Foreman
a. Skilled Laborer
b. Unskilled Laborer
A.2
Sub - Total for A.1 - As Submitted
Erection:
a. Skilled Laborer
b. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
a. Welding Machine 1 0.750 391.00 293.25
B.1
b. Cutting Outfit 1 0.250 45.45 11.36
c. Truck Mounted Crane (20-25 mt) 1 0.49 1,631.00 799.19
Minor Tools (10% of labor cost) 50.97
Sub - Total for B.1 - As Submitted 1,154.77
Equipment
a. Welding Machine
B.2 b. Cutting Outfit
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 1,664.44
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 85.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 19.58
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Structural Steel Truss kg. 1.000 52.00 52.00
F.1 b. Acetylene kg. 0.011 65.00 0.72
c. Oxygen kg. 0.022 45.00 0.99
d. Welding Rod kg. 0.020 120.00 2.40
e. Consumables (5% of Materials Cost) 2.81
Sub - Total for F.1 - As Submitted 58.91
Materials
a. Structural Steel Truss
b. Acetylene
F.2 c. Oxygen
d. Welding Rod
e. Consumables (5% of Materials Cost)
Sub - Total for F.2 - As Evaluated
G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 78.49
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 11.77
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 7.85
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 4.91
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 103.02
K.2 Total Unit Cost - As Evaluated
Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : kgs.

Output per hour - As Submitted : 90.450
Output per hour - As Evaluated : 90.450

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

Labor
Fabrication:
A.1
a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 2 1.00 67.67 135.34
c. Unskilled Laborer 4 1.00 52.23 208.92
Sub - Total for A.1 - As Submitted 437.88
Labor
Fabrication:
a. Construction Foreman
A.2
b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

Equipment
B.1
a. Welding Machine 2 1.000 391.00 782.00
Minor Tools (10% of labor cost) 43.79
Sub - Total for B.1 - As Submitted 825.79
Equipment
a. Welding Machine
B.2
Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 1,263.67
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 90.450
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 13.97
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Structural Steel Purlins kg. 1.050 52.00 54.60
b. Welding Rod kg. 0.020 120.00 2.40
F.1
c. Consumables (5% of Materials Cost) 2.73

Sub - Total for F.1 - As Submitted 59.73

Materials
a. Structural Steel Purlins
b. Welding Rod
c. Consumables (5% of Materials Cost)
F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 73.70
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 11.06
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 7.37
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 4.61
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 96.73
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : kgs.

Output per hour - As Submitted : 12.995
Output per hour - As Evaluated : 12.995

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

Labor
Fabrication:
A.1
a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 1 1.00 67.67 67.67
c. Unskilled Laborer 1 1.00 52.23 52.23
Sub - Total for A.1 - As Submitted 213.52
Labor
Fabrication:
a. Construction Foreman
A.2
b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 21.35
Sub - Total for B.1 - As Submitted 21.35
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 234.87
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 12.995
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 18.07
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Steel Plates kg. 1.050 52.00 54.60
F.1 b. Consumables (3% of Materials Cost) 1.64

Sub - Total for F.1 - As Submitted 56.24

Materials
a. Steel Plates

b. Consumables (3% of Materials Cost)

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 74.31
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 11.15
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 7.43
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 4.64
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 97.53
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : each

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
Fabrication:
A.1
a. Construction Foreman 1 0.10 93.62 9.36
b. Skilled Laborer 1 0.10 67.67 6.77
c. Unskilled Laborer 1 0.10 52.23 5.22
Sub - Total for A.1 - As Submitted 21.35
Labor
Fabrication:
a. Construction Foreman
A.2
b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 2.14
Sub - Total for B.1 - As Submitted 2.14
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 23.49
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 23.49
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Bolts kgs. 1.000 132.67 132.67
F.1

Sub - Total for F.1 - As Submitted 132.67

Materials
a. Bolts

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 156.16
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 23.42
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 15.62
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 9.76
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 204.96
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1047(3)b - Metal Structure Accessories (Sagrods)

Unit of Measurement : each

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
Fabrication:
A.1
a. Construction Foreman 1 0.10 93.62 9.36
b. Skilled Laborer 1 0.10 67.67 6.77
c. Unskilled Laborer 1 0.10 52.23 5.22
Sub - Total for A.1 - As Submitted 21.35
Labor
Fabrication:
a. Construction Foreman
A.2
b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 2.14
Sub - Total for B.1 - As Submitted 2.14
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 23.49
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 23.49
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Sagrod with nuts and bolts kg. 1.000 213.08 213.08
F.1

Sub - Total for F.1 - As Submitted 213.08

Materials
a. Sagrod with nuts and bolts

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 236.57
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 35.49
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 23.66
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 14.79
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 310.49
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : kgs.

Output per hour - As Submitted : 12.995
Output per hour - As Evaluated : 12.995

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

Labor
Fabrication:
A.1
a. Construction Foreman 1 1.00 93.62 93.62
b. Skilled Laborer 1 1.00 67.67 67.67
c. Unskilled Laborer 1 1.00 52.23 52.23
Sub - Total for A.1 - As Submitted 213.52
Labor
Fabrication:
a. Construction Foreman
A.2
b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 21.35
Sub - Total for B.1 - As Submitted 21.35
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 234.87
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 12.995
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 18.07
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Crossbracing kg. 1.050 40.00 42.00
F.1 b. Consumables (3% of Materials Cost) 1.26

Sub - Total for F.1 - As Submitted 43.26

Materials
a. Crossbracing
b. Consumables (3% of Materials Cost)

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 61.33
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 9.20
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 6.13
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 3.83
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 80.50
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

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

Unit of Measurement : e.a.

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
Fabrication:
A.1
a. Construction Foreman 1 0.15 93.62 14.04
b. Skilled Laborer 1 0.15 67.67 10.15
c. Unskilled Laborer 1 0.15 52.23 7.83
Sub - Total for A.1 - As Submitted 32.03
Labor
Fabrication:
a. Construction Foreman
A.2
b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 3.20
Sub - Total for B.1 - As Submitted 3.20
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 35.23
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 35.23
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Standard Turnbuckle kg. 1.000 185.00 185.00
F.1

Sub - Total for F.1 - As Submitted 185.00

Materials
a. Standard Turnbuckle

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 220.23
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 33.03
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 22.02
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 13.76
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 289.05
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ALEJANDRO M. DE VERA, III SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1001(19) - Storm Drainage and Downspout

Unit of Measurement : L.S.

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
Fabrication:
A.1
a. Construction Foreman 1 17.01 93.62 1,592.26
b. Skilled Laborer 2 17.01 67.67 2,301.83
c. Unskilled Laborer 2 17.01 52.23 1,776.63
Sub - Total for A.1 - As Submitted 5,670.72
Labor
Fabrication:
a. Construction Foreman
A.2
b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 567.07
Sub - Total for B.1 - As Submitted 567.07
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 6,237.79
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 6,237.79
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. PVC Pipe, 75mm Ø x 3m, S-1000 pcs 24.00 434.00 10,416.00
F.1 b. PVC Elbow, 75mm Ø x 45 deg. Bend pcs 24.00 38.00 912.00
c. PVC Solvent, 400cc cans 5.00 190.00 950.00
d. Roof Drain (Dome-Type Strainer) pcs 12.00 350.00 4,200.00

Sub - Total for F.1 - As Submitted 16,478.00

Materials
a. PVC Pipe, 75mm Ø x 3m, S-1000
F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 22,715.79
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 3,407.37
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 2,271.58
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 1,419.74
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 29,814.47
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ROMEO T. BRAVO SHEBA M. ESTRADA

Engineer II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1100(10) - Conduit, Boxes, & Fittings (Conduit Works/Conduit Rough-in)

Unit of Measurement : L.S.

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
Fabrication:
A.1
a. Construction Foreman 1 20.00 93.62 1,872.40
b. Skilled Laborer 1 20.00 67.67 1,353.40
c. Unskilled Laborer 1 20.00 52.23 1,044.60
Sub - Total for A.1 - As Submitted 4,270.40
Labor
Fabrication:
a. Construction Foreman
A.2
b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 427.04
Sub - Total for B.1 - As Submitted 427.04
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 4,697.44
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 4,697.44
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Utility Box # 4" x 2" deep type (PVC type) pcs 7.000 30.00 210.00
b. Junction Box # 4" x 4" deep type (PVC type) w/ cover pcs 14.000 37.00 518.00
c. PVC Pipe # ½"Ø pcs 50.000 69.00 3,450.00
d. PVC Pipe # 3/4"Ø pcs 5.000 92.00 460.00
F.1 e. PVC Clamp # ½"Ø pcs 32.000 3.00 96.00
f. PVC Clamp # 3/4"Ø pcs 5.00 10.00 50.00
g. PVC Adapter # 3/4"Ø pcs 2.00 25.00 50.00
h. PVC Long radius elbow # ½"Ø pcs 14.00 15.00 210.00
i. PVC solvent cement (medium) can 2.00 120.00 240.00
j. Entrance Cap # 3/4"Ø set 1.00 100.00 100.00
k. Secondary Rock 2 point ball insulator w/ machine bolts & nuts (Heavy Duty) set 1.00 400.00 400.00
Sub - Total for F.1 - As Submitted 5,784.00
Materials
a. Utility Box # 4" x 2" deep type (PVC type)
b. Junction Box # 4" x 4" deep type (PVC type) w/ cover
F.2
c. PVC Pipe # ½"Ø

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 10,481.44
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 1,572.22
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 1,048.14
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 655.09
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 13,756.89
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ROMEO T. BRAVO SHEBA M. ESTRADA

Engineer II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1101(33) - Wires and Wiring Devices

Unit of Measurement : L.S.

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
Fabrication:
A.1
a. Construction Foreman 1 12.00 93.62 1,123.44
b. Skilled Laborer 2 12.00 67.67 1,624.08
c. Unskilled Laborer 2 12.00 52.23 1,253.52
Sub - Total for A.1 - As Submitted 4,001.04
Labor
Fabrication:
a. Construction Foreman
A.2
b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 400.10
Sub - Total for B.1 - As Submitted 400.10
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 4,401.14
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 4,401.14
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
a. Light Switch, 2 - Gang sets 1.000 126.00 126.00
b. Light Switch, 3 - Gang sets 2.000 170.00 340.00
c. Duplex Convenience Outlet sets 4.000 120.00 480.00
F.1
d. Copper Wire # 3.5mm² THHN rolls 5.000 3,500.00 17,500.00
e. Copper Wire # 8.0mm² THHN m 30.000 50.00 1,500.00
f. Electrical Tape (big) pcs 3.000 45.00 135.00

Sub - Total for F.1 - As Submitted 20,081.00

Materials
a. Light Switch, 2 - Gang
c. Duplex Convenience Outlet

F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 24,482.14
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 3,672.32
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 2,448.21
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 1,530.13
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 32,132.81
K.2 Total Unit Cost - As Evaluated
Prepared by: Checked/Reviewed by:

ROMEO T. BRAVO SHEBA M. ESTRADA

Engineer II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1102(1) - Panelboard with Main & Branch Breakers

Unit of Measurement : L.S.

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
A.1 a. Construction Foreman 1 8.00 93.62 748.96
b. Skilled Laborer 2 8.00 67.67 1,082.72
c. Unskilled Laborer 2 8.00 52.23 835.68
Sub - Total for A.1 - As Submitted 2,667.36
Labor
a. Construction Foreman
A.2 b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 266.74
Sub - Total for B.1 - As Submitted 266.74
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 2,934.10
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 2,934.10
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
Ligthing Panelboard/Molded Case Air Circuit set 1.000 7,000.00 7,000.00
F.1 Breaker w/ Main 1 x 40 AT, 2P, 230 V, 1-Ø
2 x 15 AT, 2P, 230 V, 1-Ø
2 x 20 AT, 2P, 230 V, 1-Ø
+ 1 Spare ( 6 Branches )
Sub - Total for F.1 - As Submitted 7,000.00
Materials
Ligthing Panelboard/Molded Case Air Circuit
Breaker w/ Main 1 x 40 AT, 2P, 230 V, 1-Ø
2 x 15 AT, 2P, 230 V, 1-Ø
F.2
2 x 20 AT, 2P, 230 V, 1-Ø
+ 1 Spare ( 6 Branches )

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 9,934.10
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 1,490.11
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 993.41
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 620.88
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 13,038.50
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ROMEO T. BRAVO SHEBA M. ESTRADA

Engineer II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1103(1) - Lighting Fixtures and Lamps

Unit of Measurement : L.S.

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
Fabrication:
A.1
a. Construction Foreman 1 4.00 93.62 374.48
b. Skilled Laborer 1 4.00 67.67 270.68
c. Unskilled Laborer 1 4.00 52.23 208.92
Sub - Total for A.1 - As Submitted 854.08
Labor
Fabrication:
a. Construction Foreman
A.2
b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 85.41
Sub - Total for B.1 - As Submitted 85.41
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 939.49
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 939.49
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
F.1 a. Integrated LED Flood light, 50W set 8.000 5,000.00 40,000.00

Sub - Total for F.1 - As Submitted 40,000.00

Materials
a. Integrated LED Flood light, 50W
F.2

Sub - Total for F.2 - As Evaluated

G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 40,939.49
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 6,140.92
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 4,093.95
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 2,558.72
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 53,733.08
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ROMEO T. BRAVO SHEBA M. ESTRADA

Engineer II Assistant Chief/Engineer III
Planning and Design Section Planning and Design Section
 Construction of Multi-Purpose Building, Brgy. Nancasalan
Mangatarem, Pangasinan

DETAILED UNIT PRICE ANALYSIS (DUPA) FORM-POW-2015-01D-00

Item No. / Description : 1208(1) - Fire Alarm System

Unit of Measurement : L.S.

Output per hour - As Submitted : 1.000
Output per hour - As Evaluated : 1.000

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

Labor
Fabrication:
A.1
a. Construction Foreman December 31, 1899 2.00 65.55 131.09
b. Skilled Laborer December 31, 1899 8.00 47.62 380.99
c. Unskilled Laborer December 31, 1899 8.00 36.75 293.96
Sub - Total for A.1 - As Submitted 806.04
Labor
Fabrication:
a. Construction Foreman
A.2
b. Skilled Laborer
c. Unskilled Laborer
Sub - Total for A.2 - As Evaluated

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

B.1 Equipment
Minor Tools (10% of labor cost) 80.60
Sub - Total for B.1 - As Submitted 80.60
Equipment
B.2 Minor Tools (10% of labor cost)
Sub - Total for B.2 - As Evaluated
C.1 Total (A.1 + B.1) - As Submitted 886.64
C.2 Total (A.2 + B.2) - As Evaluated
D.1 Output per hour - As Submitted 1.000
D.2 Output per hour - As Evaluated
E.1 Direct Unit Cost (C.1 ÷ D.1) - As Submitted 886.64
E.2 Direct Unit Cost (C.2 ÷ D.2) - As Evaluated

Name and Specification Unit Quantity Unit Cost Amount (PhP)

Materials
F.1 FACP set 1.000 7,200.00 7,200.00
F.A. manual station set 1.000 1,200.00 1,200.00
F.A. bell, vibrating type set 1.000 1,100.00 1,100.00
Sub - Total for F.1 - As Submitted 9,500.00
Materials
FACP
F.A. manual station
F.2
F.A. bell, vibrating type
Sub - Total for F.1 - As Submitted
Sub - Total for F.2 - As Evaluated
G.1 Direct Unit Cost (E.1 + F.1) - As Submitted 10,386.64
G.2 Direct Unit Cost (E.2 + F.2) - As Evaluated
H.1 Overhead, Contingencies & Miscellaneous (OCM) - As Submitted 15% 1,558.00
H.2 Overhead, Contingencies & Miscellaneous (OCM) - As Evaluated
I.1 Contractor's Profit (CP) - As Submitted 10% 1,038.66
I.2 Contractor's Profit (CP) - As Evaluated
J.1 Value Added Tax (VAT) - As Submitted 5% 649.17
J.2 Value Added Tax (VAT) - As Evaluated
K.1 Total Unit Cost - As Submitted 13,632.47
K.2 Total Unit Cost - As Evaluated

Prepared by: Checked/Reviewed by:

ROMEO T. BRAVO SHEBA M. ESTRADA

Architect II Assistant Chief/Engineer III